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1-!STRUMPKq1 i <UESIGNSil BUTTE COUNTY DEC 2 3 2014 DEVELOPMENT SERVICES a, I,, -, 1 STRUCTURAL CALCULATIONS GRIDLEY FARM LABOR HOUSING 850 E. Gridley RoadM,T BUTTE COUNTY DEVELOPMENT SERVICES Gridley, California CODE REVIEWED FOR ' 2 BY DATE ES` r` EYE ct'rt► CIV,'%\ OF C Prepared By: Structural Designs P.O. Box 279 Fairfield, CA 94533 Job No. 05210MAI April 16, 2013 REVISED DESCRIPTION DATE 1 Plan Check Comments 2/6/2014 11/5/2014 Ufr dle� pot ����r �ousin� L C. -i4-1117 c i ©e i- `/ S�iC (• �4SS t IJr /�SStr/-.c_�E I_ /Qcfu4 C Svs = o. Y7`I) i �y/= D, Z837 2 �cr, �s t ✓u/ve s 1e /e �✓ DS i a D, 187 S�� 93 , �,�r•r-„��G /„?. J1-. SPS' Spt CC �ti�rfo�� Sf/$/7'C CY�3/xr Cq �Pt>Ur� 4r _ F�CEPTtotiJ' S� < o.-7 S - .. , 7 , 1) Ta '< Ts wcr %s ° Soy5,05 8 i x - T < Ts y llCfrr+�fe-, �S f or , r L �,�t r'r I)n i >fe ;rtu v^ - _ USE JE/S/y!C fi�S/Ci�J Masonry Magazine: TMS Responds • Empirically Designed Shear Walls —As the name implies, empirically designed masonry shear wall must comply with the requirements of Chapter 5 of the Code, which covers empirical design requirements for masonry. Empirically designed shear walls are not required to contain any reinforcement. The use of these shear walls is limited to structures assigned to SDC A. a Ordinary Plain (Un reinforced) Shear Walls —Ordinary plain shear walls are designed to meet the requirements of Section 2.2 (allowable stress design of unreinforced masonry), Section 3.3 (strength design of unreinforced masonry), or Chapter 4 (prestressed masonry design). These shear wall types are not required to contain any reinforcing steel. The use of these shear walls is limited to structures assigned to SDC A or B. . Detailed Plain — (Unreinforced) Shear Walls Detailed plain shear walls are designed essentially the same as ordinary plain shear walls with.the additional requirement of a minimum amount of prescriptive reinforcement(Note 1). The use of these shear walls is limited to structures assigned to SDC A or B. e Ordinary Reinforced Shear Walls -Ordinary reinforced shear walls are designed to meet the requirements of either Section 2.3 (allowable stress design of reinforced masonry) or Section 3.2 (strength design of reinforced masonry). These shear wall types are required to contain the reinforcing steel determined necessary by design or the minimum prescriptive reinforcement(Note 1), whichever is greater. The use of these shear walls is limited to structures assigned to SDC A, B, or C. -101 . Intermediate Reinforced Shear Walls — Intermediate reinforced shear walls are designed essentially the same as ordinary reinforced shear walls with the additional requirement that the maximum spacing of the vertical prescriptive reinforcement shall not exceed 48 in. (1219 mm). The use of these shear walls is limited to structures assigned to SDC A, B, or C. • Special Reinforced Shear Walls —Special reinforced shear walls are designed essentially the same as intermediate reinforced shear walls with the additional requirement that the maximum spacing of the vertical prescriptive reinforcement shall not exceed 48 in. (1219 mm), onethird the length of the shear wall, or one-third the height of the shear wall. Also, the minimum cross-sectional area of the vertical reinforcement shall be one-third of the required horizontal reinforcement. Speciar reinforced shear walls may be used in any SDC (A, B, C, D, E, or F). Table 1: Requirements for Masonry Shear Walls Based on Shear Wall Designation Prescriptive Reinforcement Shear Wall Designation Requirements SDC AlloweQ Empirically Designed Shear None SDC A Wali Ordinary Plain None SDC A and B (Unreinforced) Shear Wall Detailed Plain (Unreinforced) Note 1 SDC A and B Shear Wall Ordinary Reinforced Shear Note 1 SDC A, B and C Well Intermediate Reinforced Note 2 SDC A, B and C Shear Wall Special Reinforced Shear Note 3 SDC A, B, C, D, Wall E and F Note 2 Vertical reinlbreement of at least 0.2 in.2 (129 mm2) In cross-sectional area (equivelent to a lib. 4 (M#F13) bar Is required at corners, within 16 In. (406 min) of each side of e4enfn0A la^per than 16 /n. (406 mm) !n either the h -1—I. -I http://www.masonrvmaeazine.com/4-02/tms.htmi Page 1 of 2 2/5/2009 Masonry Magazine: TMS Responds Page 2 of 2 L3 or vertical direction, within 8 in. (203 mm) of each side of movement joints, within 8 in. (203 mm) of the ends of walls, and at a maximum spacing of 10 ft (3.05 m). Horizontal reinforcement of either W1.7 (MW11) joint reinforcement spaced not more than 16 In. (406 mm) or bond beam reinforcement having a cross-sectional area of not less than 0.21n.2 (one No. 4 bar) and spaced not further than 10 R (ICS m) apart is required. Horizontal reinforcement must/ also be placed at the top and bottom of wall openings and within 16 inches of the top of the wall. Note 2 Same as Note 1, except that the vertical relmbrcement Is required to be spaced at no more than 4 2 (1.22 m) apart. Note 3 Some as Note 2, except that the maximum spacing of the vertical reinforcement may not exceed one-third the shear wall length or one-third the shear wall height. Also, the minimum cross-sectional area of the vertical reinforcement is required to be one-third of the required horizontal reinforcement: h"://www.ma-,onrvmapa7ine.com/4-02/tmq.htm] �/5/�f1114 I 3dAl smiaime D 1 ------------------ - - -- - ---------- 19 co is Cl I— r - I < < < > G" LA L C7 E: X i IS T 11 11%,J "TYPE 2" D ti P L. BUILDING TYPE 2 --v gip. n C HOUSM AUTHORITY Or THE COUNTY OF 81 TTE IN— V'L V, VA 7' f 1pf- A v)3 = h , 0 maV Ll VA ! ' "' - I I " P OA FRONT ELEVATION! :71 7o71 PBA/md Ht j 12.06.:10 f t tic, i �rlkt^jE.`1. irn4+Cf , IGo� _UDtq`3 �rtr 1 x � 14 , , I r C CCS IOA , M t i,�✓ ^ � C.n ^ � �" s� C ^ f ;.rte i fir. �` t s � � n C.•P _�_. _ ..._. 1 i j c t , j f F , e , w � ✓ �Ff> , grout d•�.��� +��� d� _ P S (}«6 (��..��.�:___�.._.�'.�" t?�'''�' r�_� '_�� }._.�.'"" .:f'_��_.•'Zi)r (SID r�3Kr%� �lc�c.%.3 Check Shear walls and Holdowns for Buildins Type 2 Applicable Plans: Bs -Bs; Bs -Cs; Cs -Bs; Calt-Bs; Cs -Cs; Da -Cs; Fs Grid Shear (kips) Lw min Lw tot (ft) (ft) Hw (ft) Mot (k -ft) Mr (k -ft) T (lbs) HD? 1 3.0 8.00 8.00 7.3 22.0 7.0 1994 Yes 2 6.0 25.33 25.33 10 60.0 96.2 -1460 No 3 3.0 8.00 8.00 7.3 22.0 7.0 1994 Yes A 3.0 4 36.33 8 2.6 1.9 206 No B 6.0 9 18 9 27.0 10.9 1890 Yes C 3.0 4.5 28 9 4.3 2.7 401 No 2 Y, 4 T4 ( q� �'c. � rtc �,� • _ ._ , -v� o -If 1, 3! _ Vs _ _ r Yso, 2 So 5 0, 0'77q U _ _ 23• G 7 — GO✓!.rN/ /CLQ /S/'S �'� xsr �/� _.2.5/ Jw = 7&.67 R Is L L rte. , rwor- f ru Le) `i x 3 Q # . 2 ! @„ 5 '- a" � G. s P rs = 16 r„',.1�f5FP Z�Q3¢;,,✓� �rrGss 277 i�� Q� .'� Aro 1�7O t$ 1 1\ �n FY Y 17 i w. r / 1 A 1 i/ L/ ... ' fJ M G'a ot u C.G) /'o� F f,►i- cc's It �6 Add1^4.! Yx$ r7�f � ce- �.(I co C C C _ .= zl Vit•°)( 0• C iJ5 CZ�-3%y"y?S rs �.t�t 3 AGsoci {ie- C3xt A a k (ti) roJ(- �eomc> wt 1or �wX sP�N = 15 I R =. 3 'k. a v r11 i5 / �„ VidC -/ a) -#q :SNS fiflP. fr,,N - L ,6 -SF r /. 9, w,,N, Gong • F� is o for po;ni /A�Gi44 Sr33 sF 1.2IcsF 6'X 10 3>ftt1 4004 ram rax 5 P AN V5 -qre x-tZ vIFtt R d O k i -t. o F"d l � .004 fir Mh.K 5p.,oa it 15 '— 3 If y� *-� /�airi CN� 2 `r S0..X /$rr�p f�q niir/ 1 '3 3 P " Z qps F (25-12) ( /41z ) = 3 . y k- /. 2.1'r (L 3 REFERENCES [AM I Oil] t1l ill' 11 PROJECT: Gridley FLH PAGE 1 CLIENT: DESIGN BY: JB MI JOB NO.: 05210MAI DATE: +3/28/2012 REVIEW BY: Masonry Shear Wall Design Based on CBC 2007 Chapter A Case 1 INPUT DATA & DESIGN SUMMARY P SPECIAL INSPECTION (O=NO, 1=YES) 0 No, (reduced fm' by 0.5) a (<_ 8 in) M TYPE OF MASONRY (1=CMU, 2=BRICK) 1 CMU r f V _ MASONRY STRENGTH fm = 1.5 ksi REBAR YIELD STRESS f„ = 40 ksi v ALLOWABLE INCREASING ? (IBC/CBC 1605.3.2) Yes SEISMIC PERFORMANCE CATEGORY C Seismic C (C,D,E, O=WIND, 5=GRAVITY) SERVICE AXIAL LOAD P = 0.4 k L SERVICE SHEAR LOAD V = 6 k `L SERVICE MOMENT LOAD M = 0 ft -k THICKNESS OF WALL t = 8 in LENGTH OF WALL lw = 6.5 ft lw EFFECTIVE HEIGHT of WALL hw _ 8 ft VERT. REINF. AT EACH END (As) 1 # 4 => DIST. FR BAR'S CENT. TO END a =7 8 in WALL HORIZ. REINF. (Ash) 2 # 4 @ 32 in o.c. RHE WALL DESIGN IS ADEQUATE.] WALL VERT. REINF. (As") 1 # 4 @ 32 in o.c. ,NALYSIS EINF. AREA AT EACH END As = 0.20 int MODULAR RATIO n = 21.48 ROSS WALL AREA Aq = 595 int REINFORCEMENT RATIO p = 0.0004 FFECTIVE LENGTH OF WALL d = 70 in ALLOWABLE STRESS FACTOR SF = 0.667 FFECTIVE THICKNESS OF WALL bw = 7.26 in REOD MIN. HORIZ. REINF. Ash,min = 0.050 in'/ft ASONRY ELASTICITY MODULUS Em = 1350 ksi Ssh,max = 48 in TEEL ELASTICITY MODULUS Es = 29000 ksi REOD MIN. VERT. REINF. Asv,min = 0.050 in2/ft Ssv,max = 48 in HE ALLOWABLE STRESS DUE TO FLEXURE IS THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS Fb=(SF)(0.33fm)= 0.330 ksi TOTAL AXIAL FORCE ACTING AT BOTTOM IS PT = P+ ( wall weight) = 4.9 kips IE SHEAR STRESS IN MASONRY IS V f v = = 11 psi bwl,v HECK FLEXURAL & AXIAL CAPACITY Pm (k) 0.0c Mm (ft -k) .00 Fs = (1.33 or 1.0) (24 or 20) = 26.67 ksi THE TOTAL MOMENT ACTING AT BOTTOM IS MT = M +Vhw = 48.00 ft -kips CODE SEC. 2.3.2.2.1 PERMITS COMPRESSION FORCES TO BE RESISTED BY COMPRESSION REINFORCEMENT LY IF THE LATERAL SUPPORT REQUIREMENTS OF CODE SEC. 2.1.6.5 ARE MET. SINCE IT IS VIRTUALLY IMPOSSIBLE MEET THESE PROVISIONS IN WALLS, THE CONTRIBUTION OF REINFORCING STEEL TO COMPRESSIVE FORCE DESIGN FORCES P & M ARE ALSO PLOTTED ON THE INTERACTION DIAGRAM. FROM THE INTERACTION DIAGRAM, ALLOWABLE MOMENT AT AN AXIAL LOAD P IS Mm = 49 ft -kips, at c = 9 in > M [Satisfactory] CHECK SHEAR CAPACITY THE ALLOWABLE SHEAR STRESS IS GIVEN BY (SF)MIN1 3(4—�T-)J_ , (80-4yT)J , for MT<1.0 Fv, without reint. (SF)MIN( f m , 35) , for MT TT >_ 1.0 23.33 psi > 1.5 f„ [Satisfactory] (factor 1.5 from IBC 2106.5.1) (SF)MIN L2(4 -TJ fm 1120-4Vd T )] , forT <1.0 Vd Vd Fv, max. _ (SF) MIN(1.5 f „< , 75) for MT >-1.0 38.73 psi > fv [Satisfactory] THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: V 1.5 F = 0.06 in'/ft < `� = 0.15 in2/ft (No shear reinf. reqd.) MAXIMUM REINFORCEMENT PERCENTAGE (CBC.07, 2107A.8) : Pmax = ofm = 0.0084. > p = 0.0004 [Satisfactory] 2fyn+ -''1 C fm/ Technical References: 1. "Masonry Designers' Guide, Third Edition" (MDG -3), The Masonry Society, 2001. 2. Alan Williams: "Structural Engineering Reference Manual", Professional Publications, Inc, 2001. „4I 120 111►1i' 7, .., rc,, . .. PROJECT : Gridley FLH PAGE CLIENT: DESIGN BY JB JOB NO.: 05210MAI DATE : 03/28/12 REVIEW BY: Wind Analysis for Low-rise Building, Based on ASCE 7-05 / IBC 2009 / CBC 2010 TVDe 1 Buildina INPUT DATA Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 Vas) Topographic factor (Sec.6.5.7.2, pg 26 & 45) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY C 1.00 Category II V = 85 mph Kr = 1 Flat L he -„ 7.33 ft hr = 10 it L = 61.33 ft B =!`! 28.67 ft A 1 ft2 Max horizontal force normal to building length, L, face = 6.13 kips Max horizontal force normal to building length, B, face = 2.51 kips Max total horizontal torsional load = 31.54 ft -kips Max total upward force 18.01 kips ANALYSIS Velocity pressure qh = 0.00256 Kh K4 Kd V21 = 13.36 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case t,pg 79) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 8.67 It < 60 ft, [Satisfactory] Design pressures for MWFRS < Min (L, B), [Satisfactory] p = qh [(G CPf )-(G CPI )] where: p = pressure in appropriate zone. (Eq. 6-18, page 28). Amin = 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp 1= product of gust effect factor and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 47) 0.18 or -0.18 a =width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.11L, 0.4h), MIN(0.04B, 0.04L), 31 = 3.00 ft Net PreRR11rPB (ncf) Racir I ..tea fl-. Net Pressures (psf), Torsional Load Cases Roof an le 6 = 10.55 n le 9 = 0.00 Surface G CP Net Pressure withNet Pressure with (+GCP i) 1T (-GCP ;) 0.90 f PGCP (-GCP i)(+GCPi) 1 0.45 3.58 8.39 2.94 7.75 2 -0.69 -11.63 -6.82 -11.63 -6.82 3 -0.41 -7.89 -3.08 -7.35 -2.54 4 -0.34 -6.97 -2.16 -0.29 -6.28 -1.47 1 E 0.68 6.69 11.50 0.61 5.75 10.56 2E -1.07 -16.70 -11.89 -1.07 -16.70 -11.89 3E -0.59 -10.28 -5.47 -0.53 -9.49 -4.68 4E -0.51 -9.19 -4.38 -0.43 -8.15 -3.34 5 -0.45 -8.42 -3.61 -0.45 -8.42 -3.61 6 1 -0.45 -8.42 -3.61 1 -0.45 1 -8.42 -3.61 Net Pressures (psf), Torsional Load Cases 3E 3 2E 2 3 3 2E 2 3 2 ZONE 2/3 BOUNDARY 3E 3i 3 2E 2 37 3 2T 3E 2T 4E 4\� 8 4i�5 q\_4T 2E 2 8 4 47 8 4E r 0 4E�� 4E�_ e 5 1 8 1 5 1 1T REFERENCE CORNER 1E REFERENCE CORNER IE REFERENCE CORNER 1E 1 5 1E 1 REFERENCE CORNER ° WIND DIRECTION ° WIND DIRECTION ° WIND DIRECTION ° b WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Roof an le 9 = 10.55 G CP ' Net Pressure with Surface (+GCp;) (-GCP;) 1T 0.45 0.90 2.10 2T -0.69 -2.91 -1.70 3T -0.41 -1.97 -0.77 4T -0.34 -1.74 -0.54 Roof an Ile 9 = 0.00 G CP f Net Pressure wfth Surface (+GCP I) (-GCP I) 1 T 0.40 0.73 1.94 2T -0.69 -2.91 -1.70 3T -0.37 -1.840.63 4T 1 -0.29 1.57 -0.37 3E 3 2E 2 3 3 2E 2 3 2 ZONE 2/3 BOUNDARY 3E 3i 3 2E 2 37 3 2T 3E 2T 4E 4\� 8 4i�5 q\_4T 2E 2 8 4 47 8 4E r 0 4E�� 4E�_ e 5 1 8 1 5 1 1T REFERENCE CORNER 1E REFERENCE CORNER IE REFERENCE CORNER 1E 1 5 1E 1 REFERENCE CORNER ° WIND DIRECTION ° WIND DIRECTION ° WIND DIRECTION ° b WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases CODE SEC. 2.3.2.2.1 PERMITS COMPRESSION FORCES TO BE RESISTED BY COMPRESSION REINFORCEMENT LY IF THE LATERAL SUPPORT REQUIREMENTS OF CODE SEC. 2.1.6.5 ARE MET. SINCE IT IS VIRTUALLY IMPOSSIBLE MEET THESE PROVISIONS IN WALLS, THE CONTRIBUTION OF REINFORCING STEEL TO COMPRESSIVE FORCE DESIGN FORCES P & M ARE ALSO PLOTTED ON THE INTERACTION DIAGRAM. FROM THE INTERACTION DIAGRAM, ALLOWABLE MOMENT AT AN AXIAL LOAD P IS Mm = 49 ft -kips, at c = 9 in > M [Satisfactory] CHECK SHEAR CAPACITY THE ALLOWABLE SHEAR STRESS IS GIVEN BY (SF)MINI3(4- T)Ff_ , (80-45MVdT)] , for MT<1.0 Fv, without reirrf. =L (SF)MIN( f „, , 35) , for MT >-1.0 23.33 psi > 1.5 f„ [Satisfactory] (factor 1.5 from IBC 2106.5.1) (SF)MINL'(4- KT) fm 120-4VdT )] , forT <1.0 Vd Fv, max. = (SF)MIN(1.5 f,,, , 75) , for MT >>-1.0 38.73 psi > tv [Satisfactory] ECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED: V 1.5 F = 0.06 in'/ft < sv = 0.15 int / ft (No shear reinf. reqd.) ECK MAXIMUM REINFORCEMENT PERCENTAGE (CBC 07, 2107A.8) : n f " — 0.0084 > 0.0004 Pmax = — p = [Satisfactory] 2fy n+f-''l C l Technical References: 1. "Masonry Designers' Guide, Third Edition" (MDG -3), The Masonry Society, 2001. 2. Alan Williams: "Structural Engineering Reference Manual", Professional Publications, Inc, 2001. !NIWill R Ull PROJECT: "Grdley'FLH PAGE: ■ CLIENT: DESIGN BY: 'JB JOB NO.: 05210MAI DATE: 3/28/2012 REVIEW BY: Masonry Shear Wall Design Based on CBC 2007 Chapter A Case 2 INPUT DATA & DESIGN SUMMARY P SPECIAL INSPECTION (O=NO, 1=YES) 0 No, (reduced fm' by 0.5) a (<_ 8 in) M TYPE OF MASONRY (1=CMU, 2=BRICK) 1 CMU -r M _ MASONRY STRENGTH fm =1 1.5 ksi REBAR YIELD STRESS fv = 40 ksi ALLOWABLE INCREASING ? (IBC/CBC 1605.3.2) ` Yes SEISMIC PERFORMANCE CATEGORY C Seismic C (C,D,E, O=WIND, 5=GRAVITY) SERVICE AXIAL LOAD P = 0.4 k SERVICE SHEAR LOAD V = 3 k SERVICE MOMENT LOAD M = 0 ft -k u' THICKNESS OF WALL t = 8 in LENGTH OF WALL lw = 4 ft EFFECTIVE HEIGHT of WALL hw = 8 ft VERT. REINF. AT EACH END (As) 1 # 4 => DIST. FR B WALL HORIZ. REINF. (Ash) 2 # 4 @ 32 in o.c. WALL VERT. REINF. (Asv) 1 # 4 @ 32 in O.C. ANALYSIS n = 21.48 REINF. AREA AT EACH END As = 0.20 int GROSS WALL AREA Aa = 366 in EFFECTIVE LENGTH OF WALL d = 40 in EFFECTIVE THICKNESS OF WALL lbw = 7.26 in MASONRY ELASTICITY MODULUS Em = 1350 ksi STEEL ELASTICITY MODULUS Es = 29000 ksi HE ALLOWABLE STRESS DUE TO FLEXURE IS Fb = (SF) (0.33f ' )= 0.330 ksi HE TOTAL AXIAL FORCE ACTING AT BOTTOM IS PT = P+ (wall weight) = 3.1 kips AE SHEAR STRESS IN MASONRY IS V f v = = 9 psi b,Ul w HECK FLEXURAL & AXIAL CAPACITY Pm (k) 0.0( an nr Mm (ft -k) 00 AR'S CENT. TO END a = 8 in [THE WALL DESIGN IS ADEQUATE.] MODULAR RATIO n = 21.48 REINFORCEMENT RATIO p = 0.0007 ALLOWABLE STRESS FACTOR SF = 0.667 READ MIN. HORIZ. REINF. Ash,min = 0.050 in2/ft Ssh,max = 48 In REQD MIN. VERT. REINF. Asv,min = 0.050 Int /ft Ssv,max = 48 In THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS Fs = (1.33 or 1.0) (24 or 20) = 26.67 ksi THE TOTAL MOMENT ACTING AT BOTTOM IS MT M +VhW = 24.00 ft -kips Rasic Lnad Cases in Transverse Direction Tnrcinnal 1 nnef ftacas in Trnnsvarsa nirartinn Basic Load Cases in Longitudinal Direction Area Pressure k with Surface (ft') (+GCp 1) (-GCp 1) 1 406 1.45 3.40 2 807 -9.38 -5.50 3 807 -6.37 -2.49 4 406 -2.83 -0.88 1 E 44 0.29 0.51 2E 87 -1.46 -1.04 3E 87 -0.90 -0.48 4E 44 -0.40 -0.19 14 Horiz. 4.33 4.33 E Vert. -17.80 -9.34 Min. wind Horiz. 6.13 6.13 Sec. 6.1.4.1 Vert. -17.58 -17.58 Tnrcinnal 1 nnef ftacas in Trnnsvarsa nirartinn Basic Load Cases in Longitudinal Direction Tnrsinnni 1 nad Caws in Lnnnitudinal Direction Area Pressure k with Surface (ft') (+GCp;) (-GCp 1) 1 201 0.59 1.56 2 707 -8.22 -4.82 3 707 -5.20 -1.80 4 201 -1.26 -0.30 1 E 47 0.27 0.50 2E 187 -3.13 -2.23 3E 187 -1.78 -0.88 4E 47 -0.39 -0.16 14 Horiz. 2.51 2.51 £ Vert. -18.01 -9.55 Min. wind Horiz. 2.48 2.48 Sec. 6.1.4.1 Vert. -17.58 -17.58 Tnrsinnni 1 nad Caws in Lnnnitudinal Direction Arear1.26 ressure k with Torsion ft -k Surface (ffz) C Pi) GC (- pl) +GC ( pi) (-GCpi) ( p') 1 181.65 0.23 1.52 9 21 2 360.18 -6.05 -2.45 -11 -6 3 360.84 -3.82 -1.11 7 3 4 181 -0.48 -0.39 17 5 1E 44 0.29 0.51 8 14 2E 87 -1.46 -1.04 -7 -5 3E 87 -0.90 -0.48 5 2 4E 44 -0.40 -0.19 11 5 1T 225 0.20 0.47 -3 -7 2T 447 -1.30 -0.76 4 2 3T 447 -0.88 -0.34 -2 -1 4T 1 225 1 -0.39 1 -0.12 -6 -2 Total Horiz. Torsional Load, MT 32 32 Tnrsinnni 1 nad Caws in Lnnnitudinal Direction Design pressures for components and cladding P= qh[ (G Cp) - (G Cpi)] 5 1 a I I I g 1 where: p = pressure on component. (Eq. 6-22, pg 28) 1'^ * 5 5°"°' z I - _ z z I _ Ir _ 2 Amin = 10.00 psf (Sec. 6.1.4.2, pg 21) ° G CP = external pressure coefficient. Walls see table below. (Fig. 6-11, page 55-58) Roof a -i• Roof a>� Area Pressure k with Torsion ft -k Surface (ffz) ( +GCPi ) (-GCP)( , +GCP ;) (-GCP , ) 1 77 0.23 0.60 1 2 2 520 -6.05 -3.54 17 10 3 520 -3.82 -1.32 -11 -4 4 77 -0.48 -0.11 2 0 1 E 47 0.27 0.50 3 6 2E 187 -3.13 -2.23 9 6 3E 187 -1.78 -0.88 -5 -2 4E 47 -0.39 -0.16 4 2 1T 124 0.09 0.24 -1 -2 2T 707 -2.06 -1.20 -12 -7 3T 707 -1.30 -0.45 7 3 4T 124 1 -0.20 1 -0.05 -1 0 Total Horiz. Torsional Load, MT 14.1 14.1 Design pressures for components and cladding P= qh[ (G Cp) - (G Cpi)] 5 1 a I I I g 1 where: p = pressure on component. (Eq. 6-22, pg 28) 1'^ * 5 5°"°' z I - _ z z I _ Ir _ 2 Amin = 10.00 psf (Sec. 6.1.4.2, pg 21) ° G CP = external pressure coefficient. Walls see table below. (Fig. 6-11, page 55-58) Roof a -i• Roof a>� Comp. & Cladding Pressure ( psf ) Effective Area (ft) Zone 1 GCP - GCP Zone 2 GCP - GCP Zone 3 Zone 4 GCP - GCP GCP - GCP Zone 5 GCP I - GCP Com . 1 0.50 -0.90 0.50 -1.90 0.50 -2.60 1.00 -1.10 1.00 1 -1.40 Comp. & Cladding Pressure ( psf ) Zone 1 1 Zone 2 Zone 3 Zone 4 Zone 5 Positive Ne ative Positive N etive Positive Negative Positive N ative Positive Negative 10.00 1 -14.43 10.00 -27.80 10.00 -37.15 15.77 -17.11 15.77 1 -21.11 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. ,.UIg119n►f'q PROJECT. GridleyFLH PAGE. -w CLIENT: DESIGN BY: JB JOB NO.: 05210MAI DATE : 03/28/12 REVIEW BY: Wind Analvsis for Low-rise Buildinq, Based on ASCE 7-05 / IBC 2009 / CBC 2010 TvDe 2 Buildina INPUT DATA Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 Vas) Topographic factor (Sec.6.5.7.2, pg 26 & 45) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY Max horizontal force normal to building length, L, face = 6.13 kips Max horizontal force normal to building length, B, face 2.25 kips Max total horizontal torsional load = 32.83 ft -kips Max total upward force = 16.07 kips ANALYSIS Velocity pressure qh = 0.00256 Kh Kr Kd V21 = 13.36 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case i,pg 79) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 8.67 ft < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] Desian pressures for MWFRS P = qh [(G Cpf )-(G CPI )] where: p = pressure in appropriate zone. (Eq. 6-18, page 28). pm;D = 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp I = product of gust effect factor and internal pressure coefficient. (Fig. 6-5, Enclosed Building, page 47) = 0.18 or -0.18 a = width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.1 L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.00 ft Net Pressures (psf), Basic Load Cases Net Pressures (Dsf), Torsional Load Cases C Roof an le 0 = 0.00 G Cpf 1 =" 1.00 Category II Surface V =' 85 mph 1 0.46 Kz1 = 1 Flat L 2 he = 7.33. ft -11.63 -6.82 hr ="'' 10 ft L = ` 61.33 ft B = ` 25.33 ft A = 1 ft2 Max horizontal force normal to building length, L, face = 6.13 kips Max horizontal force normal to building length, B, face 2.25 kips Max total horizontal torsional load = 32.83 ft -kips Max total upward force = 16.07 kips ANALYSIS Velocity pressure qh = 0.00256 Kh Kr Kd V21 = 13.36 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case i,pg 79) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 8.67 ft < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] Desian pressures for MWFRS P = qh [(G Cpf )-(G CPI )] where: p = pressure in appropriate zone. (Eq. 6-18, page 28). pm;D = 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp I = product of gust effect factor and internal pressure coefficient. (Fig. 6-5, Enclosed Building, page 47) = 0.18 or -0.18 a = width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.1 L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.00 ft Net Pressures (psf), Basic Load Cases Net Pressures (Dsf), Torsional Load Cases 3E 3 2E 2 3 2E 2 3 2 ZONE 2/3 BOUNDARY 3E 4E I_6 4E__ 9 5 f 5 REFERENCE CORNER tE 1E REFERENCE CORNER WIND DIRECTION b WIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases Roof an le 9 = 11.90 Roof an le 0 = 0.00 G Cpf Net Pressure with G CP' Net Pressure wfth Surface (+GCp i) (-GCp i) (+GCp I) (-GCp I ) 1 0.46 3.74 8.55 0.40 2.94 7.75 2 -0.69 -11.63 -6.82 -0.69 -11.63 -6.82 3 -0.42 -8.03 -3.22 -0.37 -7.35 -2.54 4 -0.35 -7.14 -2.33 -0.29 -6.28 -1.47 1E 0.70 6.91 11.73 0.61 5.75 10.56 2E -1.07 -16.70 -11.89 -1.07 -16.70 -11.89 3E -0.60 -10.47 -5.66 -0.53 -9.49 -4.68 4E -0.53 -9.44 -4.63 -0.43 -8.15 -3.34 5 -0.45 -8.42 -3.61 -0.45 -8.42 -3.61 6 1 -0.45 1 -8.42 1 -3.61 1 -0.45 1 -8.42 1 -3.61 3E 3 2E 2 3 2E 2 3 2 ZONE 2/3 BOUNDARY 3E 4E I_6 4E__ 9 5 f 5 REFERENCE CORNER tE 1E REFERENCE CORNER WIND DIRECTION b WIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases 3E 3 3T 3 4E 0 -Mlyk4: 'Y a ll►y--.- -� �� �" 1 ITCDREFERENCE CORNER 1E REI'ERENCE CORNER 1 EWIND DIRECTION WIND D(RECTION Transverse Direction Longitudinal Direction Torsional Load Cases Roof an Ile 0 = 11.90 G Cpf Net Pressure with Surface (+GCp i) (-GCp i ) 1T 0.46 0.93 2.14 2T -0.69 -2.91 -1.70 3T -0.42 -2.01 -0.80 4T -0.35 1 -1.79 -0.58 Roof an Ile 0 = 0.00 GC P I Net Pressure with Surface (+GCp i) I (-GCp ) 1T 0.40 0.73 1.94 2T -0.69 -2.91 -1.70 3T -0.37 -1.84 -0.63 4T -0.29 -1.57 -0.37 3E 3 3T 3 4E 0 -Mlyk4: 'Y a ll►y--.- -� �� �" 1 ITCDREFERENCE CORNER 1E REI'ERENCE CORNER 1 EWIND DIRECTION WIND D(RECTION Transverse Direction Longitudinal Direction Torsional Load Cases Basic Load Cases in Transverse Direction Tnrcinnal I nAri rtARnR in Tranawaran ninartinn Basic Load Cases In Longitudinal Direction Area Pressure k with Surface (ft') (+GCP I) (-GCP I ) 1 406 1.52 3.47 2 716 -8.33 -4.88 3 716 -5.75 -2.30 4 406 -2.90 -0.95 1 E 44 0.30 0.52 2E 78 -1.30 -0.92 3E 78 -0.81 -0.44 4E 44 -0.42 -0.20 E Horiz. 4.50 4.50 2.25 Vert. -15.84 -8.36 Min. wind Horiz. 6.13 6.13 Sec. 6.1.4.1 Vert. -15.53 -15.53 Tnrcinnal I nAri rtARnR in Tranawaran ninartinn Basic Load Cases In Longitudinal Direction Tnreinnal 1 narl CARPO in I nnnihirlinni nirpe Finn Area Pressure k with Surface (ft) (+GCP I) (-GCP i ) 1 172 0.50 1.33 2 606 -7.04 -4.13 3 606 -4.45 -1.54 4 172 -1.08 -0.25 1E 48 0.27 0.50 2E 188 -3.14 -2.24 3E 188 -1.78 -0.88 4E 48 -0.39 -0.16 2E Horiz. 2.25 2.25 E -5 3E 78 -0.81 Vert. -16.07 -8.59 Min. wind Horiz. 2.19 2.19 Sec. 6.1.4.1 Vert. -15.53 -15.53 Tnreinnal 1 narl CARPO in I nnnihirlinni nirpe Finn Area Pressure k with Torsion ft -k Surface (ttz) (+GCP;) (-GCP;) (+GCP;) (-GCP; ) 1 181 0.68 1.55 9 21 2 319 -3.71 -2.18 -11 -6 3 319 -2.56 -1.03 7 3 4 181 -1.29 -0.42 18 6 1 E 44 0.30 0.52 8 14 2E 78 -1.30 -0.92 -7 -5 3E 78 -0.81 -0.44 5 3 4E 44 -0.42 -0.20 11 6 1T 225 0.21 0.48 -3 -7 2T 397 -1.15 -0.68 4 2 3T 397 -0.80 -0.32 -3 -1 4T 225 -0.40 1 -0.13 -6 -2 Total Horiz. Torsional Load, MT 33 33 Tnreinnal 1 narl CARPO in I nnnihirlinni nirpe Finn Design pressures for components and cladding a z 2 a . 2 3 3 2 a r� 1 r-----� r -I --rte P = Qhl (G Cp) - (G Cpl)J 5 e 5 I I I I - Ir NI - I where: p= pressure on component. (Eq. 6-22, pg 28) * s 5 1 1°'`' , z l 2 z 1 2 Pmin = 10.00 psf (Seo. 6.1.4.2, pg 21) S~ 2 �3 3~23 J~2�3 G CP = external pressure coefficient. Walls 2 see table below. (Fig. 6-11, page 55-58) Roof 9- Roof 0»' Area Pressure k with Torsion ft -k Surface (fe) (+GCP i) (-GCP I) (+GCP;) (-GCP I ) 1 62 0.18 0.48 1 2 2 418 -4.86 -2.85 15 9 3 418 -3.07 -1.06 -10 -3 4 62 -0.39 -0.09 1 0 1 E 48 0.27 0.50 3 5 2E 188 -3.14 -2.24 10 7 3E 188 -1.78 -0.88 -6 -3 4E 48 -0.39 -0.16 4 2 1T 110 0.08 0.21 0 -1 2T 606 -1.76 -1.03 -11 -7 3T 606 -1.11 -0.38 7 2 4T 110 -0.17 -0.04 -1 0 Total Horiz. Torsional Load, MT 12.5 12.5 Design pressures for components and cladding a z 2 a . 2 3 3 2 a r� 1 r-----� r -I --rte P = Qhl (G Cp) - (G Cpl)J 5 e 5 I I I I - Ir NI - I where: p= pressure on component. (Eq. 6-22, pg 28) * s 5 1 1°'`' , z l 2 z 1 2 Pmin = 10.00 psf (Seo. 6.1.4.2, pg 21) S~ 2 �3 3~23 J~2�3 G CP = external pressure coefficient. Walls 2 see table below. (Fig. 6-11, page 55-58) Roof 9- Roof 0»' Comp. & Cladding Effective Area (ft) Zone 1 GCP - GCP Zone 2 GCP - GCP Zone 3 Zone 4 GCP - GCP GC, - GCP Zone 5 GCP - GCP Comp. 1 0.50 -0.90 0.50 -1.90 0.50 -2.60 1.00 -1.10 1.00 -1.40 Comp. & Cladding I Zone 1 1 Zone 2 1 Zone 3 Zone 4 Zone 5 Pressure ( psf ) Positive N ative Positive Nega&e Positive 1409.0ve Positive Negative PosNlve alive 10.00 -14.43 10.00 -27.80 10.00 -37.15 15.77 -17.11 1 15.77 1 -21.11 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. A <. «. R ....,.,. ► l . ► PROJECT: (Gridley FLH `rT �PAGE y... .. CLIENT: DESIGN BY JB JOB NO.: '05210MAI DATE: 03/28/12 REVIEW BY: Wind Analysis for Low-rise Building, Based on ASCE 7-05 / IBC 2009 / CBC 2010 Tvoe 3 Building INPUT DATA Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 Vas) Topographic factor (Sec.6.5.7.2, pg 26 & 45) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load L C Roof an le 0 = 0.00 GCP( =' 1.00 Category II Surface V = 85 mph (-GCP;) Kzt =' 1 Flat r he = 7.33 ft 2 hr =' 10 ft -0.69 L =' 50 ft B = 35.33 ft A = 1 ft2 5.00 kips 3.08 kips 21.32 ft -kips 18.01 kins ANALYSIS Velocity pressure qh = 0.00256 Kh Kv Kd V21 = 13.36 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 79) 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0,85 h = mean roof height = 8.67 ft < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] Design pressures for MWFRS p = qh [(G CPf )-(G Cp1)] where: p = pressure in appropriate zone. (Eq. 6-18, page 28). pmiD = 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cpi = product of gust effect factor and internal pressure coefficient. (Fig. 6-5, Enclosed Building, page 47) = 0.18 or -0.18 a =width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.1L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.47 ft Not Proemiroc lnefl Rneir 1 nod 3E 3 2E 2 *CORNER 2E23ZONE 2/3 BOUNDARY 4E5 REFERENCE CORNER 1E1E REWIND DIRECTIONWIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases Net Pressures (psf), Torsional Load Cases Roof angle 0 = 8.59 Roof an le 0 = 0.00 GCP( Net Pressure with GCPr Net Pressure with Surface (+GCpI) (-GCpI) (+GCP;) (-GCP;) 1 0.43 3.36 8.17 0.40 2.94 7.75 2 -0.69 -11.63 -6.82 -0.69 -11.63 -6.82 3 -0.40 -7.70 -2.89 -0.37 -7.35 -2.54 4 -0.32 -6.73 -1.92 -0.29 -6.28 -1.47 1 E 0.66 6.35 11.17 0.61 5.75 10.56 2E -1.07 -16.70 -11.89 -1.07 -16.70 -11.89 3E -0.57 -10.00 -5.19 -0.53 -9.49 -4.68 4E -0.48 -8.82 -4.01 -0.43 -8.15 -3.34 5 -0.45 -8.42 -3.61 -0.45 -8.42 -3.61 6 1 -0.45 1 -8.42 1 -3.61 1 -0.45 -8.42 -3.61 3E 3 2E 2 *CORNER 2E23ZONE 2/3 BOUNDARY 4E5 REFERENCE CORNER 1E1E REWIND DIRECTIONWIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases Net Pressures (psf), Torsional Load Cases 3E 3 3T 3 2E 2 3T 3E 2T 4E 4 _4T 2E 2 2T 6 4 4T ii 6 a 4E-_ A 5 1T 1 1T E 1 6 E REFERENCE CORNER REFERENCE CORNER ° WIND DIRECTION ° aWIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases Roof an Ile 9 = 8.59 G C P1 Net Pressure with Surface (+GCpi) (-GCp;) IT 0.43 0.84 2.04 2T -0.69 -2.91 -1.70 3T -0.40 -1.93 -0.72 4T -0.32 -1.68 -0.48 Roof an Ile 0 = 0.00 GCPf Net Pressure with Surface (+GCp;) (-GCpI) IT 0.40 0.73 1.94 2T -0.69 -2.91 -1.70 3T -0.37 -1.84 -0.63 4T 1 -0.29 -1.57 -0.37 3E 3 3T 3 2E 2 3T 3E 2T 4E 4 _4T 2E 2 2T 6 4 4T ii 6 a 4E-_ A 5 1T 1 1T E 1 6 E REFERENCE CORNER REFERENCE CORNER ° WIND DIRECTION ° aWIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases Basic Load Cases in Transverse Direction Tnrsinnal I narl Casal in Transverse niraefinn Basic Load Cases in Lonaitudinal Direction Area Pressure k with Surface (fe) (+GCp 1) (-GCp I ) 1 316 1.06 2.58 2 769 -8.95 -5.24 3 769 -5.93 -2.22 4 316 -2.12 -0.61 1 E 51 0.32 0.57 2E 124 -2.07 -1.47 3E 124 -1.24 -0.64 4E 51 -0.45 -0.20 12 Horiz. 3.38 3.38 £ Vert. -18.01 -9.51 Min. wind Vert. -17.97 -9.48 Min. wind Horiz. 5.00 5.00 Sec. 6.1.4.1 Vert. -17.67 -17.67 Tnrsinnal I narl Casal in Transverse niraefinn Basic Load Cases in Lonaitudinal Direction Tnreinnal 1 narf r`naas in 1 nnnifiit incl n1rarfinn Area Pressure k with Surface (fe) (+GCp I) (-GCp; ) 1 252 0.74 1.95 2 718 -8.35 -4.89 3 718 -5.28 -1.82 4 252 -1.58 -0.37 1E 54 0.31 0.57 2E 175 -2.93 -2.08 3E 175 -1.66 -0.82 4E 54 -0.44 -0.18 12 Horiz. 3.08 3.08 £ Vert. -18.01 -9.51 Min. wind Horiz. 3.06 3.06 Sec. 6.1.4.1 Vert. -17.67 -17.67 Tnreinnal 1 narf r`naas in 1 nnnifiit incl n1rarfinn Area Pressure k with Torsion ft -k Surface (fe) (+GCp I) (-GCp i) (+GCp;) (-GCp; ) 1 132 0.44 1.08 5 12 2 323 -3.75 -2.20 -6 -4 3 323 -2.49 -0.93 4 2 4 132 -0.89 -0.25 10 3 1E 51 0.32 0.57 7 12 2E 124 -2.07 -1.47 -7 -5 3E 124 -1.24 -0.64 4 2 4E 51 -0.45 -0.20 10 4 1T 183 0.15 0.37 -2 -5 2T 447 -1.30 -0.76 2 1 3T 447 -0.86 -0.32 -2 -1 4T 1 183 -0.31 -0.09 -4 -1 Total Horiz. Torsional Load, MT 21 21 Tnreinnal 1 narf r`naas in 1 nnnifiit incl n1rarfinn Design pressures for components and cladding a z z a 3 _431P_43 1 I p= QhI (G CP) " (G Cpi)J5 I 5 I I p p l In r where: p= pressure on component. (Eq. 6-22, pg 28) z"' S 5 1 1,. 2 i 1 1- 1- -1 - 12 pmin = 10.00 psf (Sec. 6.1.4.2, pg 21) 3� 2 2 �3 31-23 S 2�3 G Cp = external pressure coefficient. Walls see table below. (Fig. 6-11, page 5558) Roof e.,• Roof •»- Area Pressure k with Torsion ft -k Surface (fe) (+GCp I) (-GCp i) (+GCp;) (-GCp; ) 1 99 0.29 0.76 2 4 2 543 -6.31 -3.70 12 7 3 543 -3.99 -1.38 -7 -3 4 99 -0.62 -0.14 3 1 1E 54 0.31 0.57 4 8 2E 175 -2.93 -2.08 5 4 3E 175 -1.66 -0.82 -3 -2 4E 54 -0.44 -0.18 6 3 1T 153 0.11 0.30 -1 -2 2T 718 -2.09 -1.22 -8 -5 3T 718 -1.32 -0.46 5 2 4T 153 1 -0.24 -0.06 -2 0 Total Horiz. Torsional Load, MT 16.3 16.3 Design pressures for components and cladding a z z a 3 _431P_43 1 I p= QhI (G CP) " (G Cpi)J5 I 5 I I p p l In r where: p= pressure on component. (Eq. 6-22, pg 28) z"' S 5 1 1,. 2 i 1 1- 1- -1 - 12 pmin = 10.00 psf (Sec. 6.1.4.2, pg 21) 3� 2 2 �3 31-23 S 2�3 G Cp = external pressure coefficient. Walls see table below. (Fig. 6-11, page 5558) Roof e.,• Roof •»- (walls reaucea 1 u io, Fig. b -t i A note 5.) Comp. & Cladding Pressure Effective Area (ft') Zone 1 GCP GCP Zone 2 GCP - GCP Zone 3 Zone 4 GC, - GCP GCP - GCP Zone 5 GCp - GC, Comp. 1 0.50 1 -0.90 0.50 -1.90 0.50 -2.60 0.90 -0.99 0.90 -1.26 (walls reaucea 1 u io, Fig. b -t i A note 5.) Comp. & Cladding Pressure I Zone 1 I Zone 2 1 Zone 3 1 Zone 4 1 Zone 5 Positive Negative Positive Negailve Positive Negative Positive Negative PoslFlve Negative ( psf ) 10.00 -14.43 10.00 -27.80 10.00 -37.15 14.43 -15.64 14.43 -19.24 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. Structural Designs PO Box 279 Fairfield, CA 94533 Ph 916-412-7896 Multiple Simple Beam Description : ENERCALC, INC. 1983-2014, Build:6.14.11.18, Ver:6.14.11.18 Wood Beam Design : Type 1 Bldq-(e) Roof Joist: 4X8 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 4x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending - Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 5.0 ft Design Summary Max fb/Fb Ratio = 1.277. 1 fb : Actual : 1,815.96 psi at 8.000 ft in Span # 1 Fb : Allowable: 1,421.88 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.299:1 fv : Actual : 63.54 psi at 0.000 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr a W E Left Support 0.36 0.80 Right Support 0.36 0.80 D 0.0450 Lr 0.10 16.0 it, 4x8 H Downward L+Lr+S 1.026 in Downward Total 0.462 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load DO Ratio 187 <240 Total DO Ratio 415 >180 Wood Beam Design : Type 1 Bldg -(e) Roof Joist: 6X8 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 5.0 ft Design Summa Max fb/Fb Ratio = 1.344; 1 fb : Actual : 1,470.33 psi at 9.335 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.216: 1 fv : Actual : 45.94 psi at 18.048 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr a W E Left Support 0.42 0.93 Right Support 0.42 0.93 D 0.0450 Lr 0.10 18.670 it, 6x8 ax H Downward L+Lr+S 1.093 in Downward Total 0.492 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 204 <240 Total DO Ratio 455 >180 Wood Beam Design : Type 1 Bldg -(e) Roof Joist: 6X8 (MAX SPAN) Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 5.0 ft Design Summary Max fb/Fb Ratio = 0.987. 1 fb : Actual : 1,079.85 psi at 8.000 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.184: 1 fv : Actual : 39.09 psi at 0.000 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr a w E Left Support 0.36 0.80 Right Support 0.36 0.80 1 D 0.0450 Lr 0.10 16.0 ft, 6x8 H Downward L+Lr+S 0.590 in Downward Total 0.265 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 325 >240 Total DO Ratio 723 >180 Structural Designs PO Box 279 Fairfield, CA 94533 Ph 916-412-7896 Multi�e $1111 �e BeamCTS\MAI-MO-1\05210M-1tPROJEC-1\CONSTR-1\STRUCT-1\CALCUL-1\WORKIN-1\currenNOB-GR-I.EC6 p p ENERCALC, INC. 1983-2014, Build:6.14.11.18. Ver:6.14.11.18 Wood Beam Design : Type 1 Bldg -(e) Roof Joist: 4X8 (MAX SPAN) Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 4x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb • Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 5.0 ft Design Summary (k) -Q L Lr 5 w E hi Max fb/Fb Ratio = 1.024. 1 fb : Actual : 1,456.66 psi at 7.165 ft in Span # 1 Fb : Allowable: 1,421.88 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.266: 1 fv : Actual : 56.50 psi at 13.757 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) -Q L Lr 5 w E hi Downward L+Lr+S 0.660 in Downward Total 0.297 in Left Support 0.32 0.72 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.32 0.72 Live Load DO Ratio 260 >240 Total Defl Ratio 578 >180 Wood Beam Design : Type 1 Bldq-(e) Roof Joist: 4X8 (MAX TRIB AREA) 0.209: 1 fv : Actual : 44.48 psi at 0.000 ft in Span # 1 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 4x8, Sawn, Fully Braced +D+Lr+H Max Reactions (k) D L Lr 5 w E Using Allowable Stress Design with Load Combinations, Major Axis Bending 0.25 0.56 Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 3.50 ft Desian Summary Max fb/Fb Ratio = 0.894. 1 fb : Actual : 1,271.17 psi at 8.000 It in Span # 1 Fb : Allowable : 1,421.88 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.209: 1 fv : Actual : 44.48 psi at 0.000 ft in Span # 1 Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr 5 w E Left Support 0.25 0.56 Right Support 0.25 0.56 D 0.03150 Lr 0.070 16.0 ft, 4x8 N Downward L+Lr+S 0.718 in Downward Total 0.323 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load DO Ratio 267 >240 Total DO Ratio 594 >180 Wood Beam Design : Type 1 Bldq-(e) Roof Joist: 6X8 (MAX TRIB AREA) Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 3.50 ft Design Summary Max fb/Fb Ratio = 0.941 • 1 fb : Actual : 1,029.23 psi at 9.335 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.151 :1 fv : Actual : 32.16 psi at 18.048 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) p L Lr E W E Left Support 0.29 0.65 Right Support 0.29 0.65 D 0.03150 Lr 0.070 18.670 it, 6x8 H Downward L+Lr+S 0.765 in Downward Total 0.344 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load DO Ratio 292 >240 Total Defl Ratio 650 >180 Structural Designs PO Box 279 Fairfield, CA 94533 Ph 916-412-7896 Multiple Simple Be8FY1 UIS\MAI-MU-1\UtIZ1UM-1\VKUJtG-1\1UN51 K"1\SIKUUI-1\GALuUL-1\YYUKRIN-1\CUrreIIIUUb-GK-I.tIA p p ENERCALC, INC. 1983-2014, Build:6.14.11.18, Ver.6.14.11.18 Wood Beam Design : Type 2 Bldg -(e) Ridge Beam: 6X12 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x12, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - PHI 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib=11.340 ft Design Summary (k) D L Lr $ W F. H Max fb/Fb Ratio = 0.993. 1 fb : Actual : 1,086.50 psi at 8.000 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.272:1 fv : Actual : 57.70 psi at 0.000 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr $ W F. H Downward L+Lr+S 0.371 in Downward Total 0.190 in Left Support 0.93 1.81 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.93 1.81 Live Load Defl Ratio 517 >240 Total Defl Ratio 1009 >180 Wood Beam Design: Type 2 Bldq-(e) Porch Beam: 6X8 Max Reactions (k) D L Lr a W Left Support 0.29 0.51 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 32.210 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib= 3.840 ft Design Summary Max fb/Fb Ratio 0.570; 1 fb : Actual : 623.33 psi at 6.665 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.125: 1 fv : Actual : 26.50 psi at 0.000 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr a W Left Support 0.29 0.51 Right Support 0.29 0.51 D 0.03456 Lr 0.07680 13.330 11, 6x8 H Downward L+Lr+S 0.218 in Downward Total 0.124 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 733 >240 Total Defl Ratio 1285 >180 Structural Designs PO Box 279 Fairfield, CA 94533 Ph 916-412-7896 Multiple Simple Beam CTS\MAI•MO^1\05210M-1\PROJEC-1\CONSTR-1\STRUCT-1\CALCUL-1\WORKIN-1\current\JO&GR-1.EC6 p p - ENERCALC, INC. 1983-2014, Build:6.14.11.18, Ver:6.14.11.18 Description : Wood Beam Design : Bldq Type 3 (N) Beam max Span option 1 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x10, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - Prll 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads (k) P L Lr a W E H Beam self weight calculated and added to loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib=12.50 ft DesLgn Summary 1,638.41 psi at 9.375 ft in Span # 1 Max fb/Fb Ratio = 1.000. 1 fb : Actual : 1,682.99 psi at 7.875 ft Fb : Allowable: 1,683.27 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.358: 1 fv : Actual : 76.14 psi at 0.000 ft Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) 12 L Lr a Left Support 0.98 1.97 Right Support 0.98 1.97 in Span # 1 in Span # 1 D 0.1125 Lr 0.250 IF 15.750 ft, 6x10 w E H Downward L+Lr+S 0.553 in Downward Total 0.275 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 341 >240 Total Defl Ratio 687 >180 Wood Beam Design : Bldq Type 3 (N) Beam max Span option 2 Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 6x12, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - Prll 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib=12.50 ft Design Summary (k) P L Lr a W E H Max fb/Fb Ratio 0.974. 1 fb : Actual : 1,638.41 psi at 9.375 ft in Span # 1 Fb : Allowable: 1,681.28 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.355:1 fv : Actual : 75.37 psi at 0.000 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) P L Lr a W E H Downward L+Lr+S 0.627 in Downward Total 0.317 in Left Support 1.19 2.34 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 1.19 2.34 Live Load Defl Ratio 359 >240 Total Defl Ratio 708 >180 Wood Beam Design: Bldq Type 3 (N) Beam max Span option 3 Fv : Allowable: 212.50 psi Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-10 BEAM Size: 4x12, Sawn, Braced @ 1/3 Points Max Reactions (k) P- L Lr a A E Using Allowable Stress Design with Load Combinations, Major Axis Bending 0.92 Wood Species : Douglas Fir - Larch Wood Grade: No.1 1.91 Fb - Tension 1,350.0 psi Fc - Prll 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0090, Lr = 0.020 k/ft, Trib=12.50 ft Design Summary Max fb/Fb Ratio = 0.953. 1 fb : Actual : 1,754.46 psi at 7.625 ft in Span # 1 Fb : Allowable: 1,840.25 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.447:1 fv : Actual : 94.91 psi at 14.335 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) P- L Lr a A E Left Support 0.92 1.91 Right Support 0.92 1.91 D 0.1125 Lr 0.250 15.250 ft, 4x12 H Downward L+Lr+S 0.460 in Downward Total 0.223 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 397 >240 Total DO Ratio 819 >180 .0 $TRUMRAL4 YDESIGNS711m November 5, 2014 Striving to obtain the best possible solution through our proactive and customized approach for all of your structural Butte County Department of Development Services 7 County Center Drive Oroville, California 95965 engineering requirements oo Subject: Plan Check Response Building Permit No. B13-2072 Plan Check #1 To Whom It May Concern: Project No. 05210MAI We have prepared the following responses to the plan check comment list, dated 2/5/2014. All areas on the plans that have been updated and/or coordinated are shown with clouds and deltas. The item numbers correspond to the plan check comment numbers. STRUCTURAL ITEM 1. Revised Foundation Note 1 to reference Geotech report. As recommended in the geotechnical report, a geotechnical engineer representative shall review footing excavations to verify the soil is suitable for the new footings. 2. Two copies of the structural calculations have been provided 3. Detail has been revised to show the typical top plate splice with nailing. The optional alternate top plate splice utilizes the strap. 4. Seismic factors revised on the cover sheet as requested, but worst case factors used for design were used conservatively. This concludes our response. Please feel free to call should you have any questions. Sincerely, �&' Jim Burrows, P.E. Structural Designs Structural Designs P.O. Box 279 Fairfield, CA 94533 Tel 916.412.78960 www.structuraldesigns.biz Geotechnical Engineering Report Gridley Farm Labor Housing Improvements Gridley, California Excellence. Innovation. Service. Value. Since 1954. March 24, 2011 Submitted To: Mr. David Morrow Brown and Caldwell 10540 White Rock Road, Suite 180 Rancho Cordova, CA 95670 By: Shannon & Wilson, Inc. 1722 3`d Street, Suite 100 Sacramento, CA 95811 21-1-21465-001 SHANNON 6WILSON, INC. TABLE OF CONTENTS 4.0 CONCLUSIONS....................................................................................................................5 4.1 Seismic Hazards.........................................................................................................5 4.1.1 Surface Fault Rupture..................................................................................5 4.1.2 Ground Shaking...........................................................................................6 4.1.3 Liquefaction.................................................................................................6 4.2 Expansive Soil Conditions.........................................................................................6 4.3 Pavement Subgrade Quality.........:.............................................................................6 4.4 Soil Corrosion Potential.............................................................................................7 5.0 ENGINEERING RECOMMENDATIONS...........................................................................7 5.1 General.................................................................................................:.....................7 5.2 Seismic Design...........................................................................................................8 5.3 External Loads on Pipe and Buried Manholes...........................................................8 5.4 Thrust Block Design...........................................................:.......................................9 5.5 Foundation Design.....................................................................................................9 5.5.1 General.........................................................................................................9 5.5.2 Shallow Foundations....................................................................................9 5.5.2.1 Allowable Bearing Capacity.......................................................9 5.5.2.2 Lateral Resistance.....................................................................10 5.5.2.3 Settlement Potential..................................................................10 5.6 Slab -on -grade Floors................................................................................................10 21-1-21465-001-xt.aoex/wPnkn 21-1-21465-001 i Page 1.0 INTRODUCTION 1.1 ................................................................................:.................................1 General 1.2 .......................................................................................................................1 Project Description 1.3 .....................................................................................................1 Purpose and Scope of Services ...................................................................................1 2.0 EXISTING SITE DESCRIPTION AND HISTORY .............................................................2 3.0 SUBSURFACE CONDITIONS .............................................................................................3 3.1 Field Exploration and Laboratory Testing.................................................................3 3.1.1 General .................................................:.......................................................3 3.1.2 Soil Borings .................................................................................................3 3.1.3 Laboratory Testing .......................................................................................3 3.2 Geologic Setting 3.3 .............................................................................4 Seismic Setting 3.4 ....................................................................................... .4 Subsurface Soil Conditions 3.5 ........................................................................................4 Groundwater Conditions .................................................:..........................................5 4.0 CONCLUSIONS....................................................................................................................5 4.1 Seismic Hazards.........................................................................................................5 4.1.1 Surface Fault Rupture..................................................................................5 4.1.2 Ground Shaking...........................................................................................6 4.1.3 Liquefaction.................................................................................................6 4.2 Expansive Soil Conditions.........................................................................................6 4.3 Pavement Subgrade Quality.........:.............................................................................6 4.4 Soil Corrosion Potential.............................................................................................7 5.0 ENGINEERING RECOMMENDATIONS...........................................................................7 5.1 General.................................................................................................:.....................7 5.2 Seismic Design...........................................................................................................8 5.3 External Loads on Pipe and Buried Manholes...........................................................8 5.4 Thrust Block Design...........................................................:.......................................9 5.5 Foundation Design.....................................................................................................9 5.5.1 General.........................................................................................................9 5.5.2 Shallow Foundations....................................................................................9 5.5.2.1 Allowable Bearing Capacity.......................................................9 5.5.2.2 Lateral Resistance.....................................................................10 5.5.2.3 Settlement Potential..................................................................10 5.6 Slab -on -grade Floors................................................................................................10 21-1-21465-001-xt.aoex/wPnkn 21-1-21465-001 i F CONTENTS (cont.). SHANNON 6WILSON, INC. Page PavementDesign......................................................................................................11 6.0 CONSTRUCTION CONSIDERATIONS...........................................................................12 6.1 General.....................................................................................................................12 6.2 Site Preparation........................................................................................................12 6.2.1 Clearing and Grubbing...............................................................................12 6.2.2 Existing and New Utilities.........................................................................13 6.3 Earthwork.................................................................................................................14 6.3.1 Subgrade Preparation.................................................................................14 6.3.2 Structural Fill.............................................................................................14 6.3.3 Placement...................................................................................................14 6.3.4 Suitability of On-site Soils.........................................................................15 6.3.5 Import Fill..................................................................................................15 6.4 Temporary Excavations............................................................................................16 6.5 Surface Drainage......................................................................................................16 6.6 Dewatering...............................................................................................................17 6.7 Wet Weather Considerations....................................................................................17 6.7.1 General.......................................................................................................17 6.7.2 Wet Soil Options........................................................................................17 6.8 Foundation Considerations.......................................................................................18 6.8.1 Footing Excavations...................................................................................18 6.8.2 Concrete Floor Slabs..................................................................................18 7.0 ADDITIONAL GEOTECHNICAL SERVICES.................................................................19 7.1 General.....................................................................................................................19 7.2 Supplemental Consultation and Plan Review..........................................................19 7.3 Construction Observation and Testing.....................................................................19 8.0 LIMITATIONS....................................................................................................................20 9.0 REFERENCES.....:...............................................................................................................22 TABLES 1 Major Earthquake Within 50 Miles of Gridley, California......................................4 2 California Building Code 2007, Seismic Parameters for New Structures (Site Class D)...........................................................................................................8 3 Pavement Design Alternatives...............................................................................12 21-1-21465-001-R1.aoox/wpnk 21-1-21465-001 ii TABLE OF CONTENTS (cont.). FIGURES 1 Vicinity Map 2 Site Plan SHANNON 6WILSON, INC. APPENDICES A Subsurface Exploration B Geotechnical Laboratory Testing Procedures and Results C Important Information About Your Geotechnical/Environmental Report 21-1-21465-001-R1.docxhvp&n 21-1-21465-001 I 111 SHANNON 6WILSON, INC. GEOTECIINICAL DESIGN REPORT GRIDLEY FARM LABOR HOUSING IMPROVEMENTS 850 EAST GRIDLEY ROAD GRMLEY9 CALIFORNIA 1.0 INTRODUCTION 1.1 General This report presents our geotechnical design recommendations for the proposed improvements to be constructed at the Farm Labor Housing Community located at 850 East Gridley Road in Gridley, California. The site is located as shown in the Vicinity Map, Figure 1. 1.2 Project Description We understand that the proposed improvements include the replacement of the existing sanitary sewer and potable water supply pipelines and the construction of residential patio structures. Investigation for the water supply pipeline is not required and is excluded from our scope of work. The existing sewer system was constructed in the 1960s and flows by gravity from the community to a nearby pump station. We understand that three sections of sanitary sewer pipe will be replaced measuring a total combined length of approximately 1,670 lineal feet. We presume that the new sanitary sewer pipeline will be constructed of vitrified clay pipe or polyvinyl chloride. Sewer pipeline invert depth will vary from 6 to 10 feet below existing grades. Associated development will include construction of precast reinforced concrete manholes and construction of new interior roads. Additionally, we understand that patios will be constructed in front of several existing homes. Specific design information for the patios was not provided to us; however, we have assumed that the patios will be open with a roof overhang supported on wood columns. The patios are anticipated to develop relatively light structural loads. Interior portions of the patio are anticipated to be covered with Portland cement concrete flatwork. 1.3 Purpose and Scope of Services The purpose of our geotechnical design study was to explore subsurface conditions at the site and to provide geotechnical engineering recommendations for the design and construction of the proposed sanitary sewer system replacement. Our scope of services is described in detail in our proposal dated September 1, 2011, and is briefly summarized as follows: 21-1-21465-001-x1.aocx/"nxn 21-1-21465-001 1 SHANNON 6WILSON, INC. File Review and Field Preparation — We reviewed readily available documents regarding the topography, geologic and geotechnical information for the site. Also, a site reconnaissance was performed to evaluate access conditions for the subsurface exploration. Following the site reconnaissance, Underground Service Alert was contacted for public utility clearance. Soil boring permits were obtained from the Butte County Public Health Department (BCPHD). Subsurface Exploration — Three geotechnical soil borings were drilled to a maximum depth of 21 Meet below existing site grades by utilizing a CME -75 truck -mounted drill rig equipped with 6 -inch -diameter continuous flight helical augers. Relatively undisturbed soil samples as well as disturbed bulk samples were collected from the borings. The borings were performed to determine the subsurface soil and groundwater. conditions beneath the site. ■ Geotechnical Laboratory Testing — Laboratory tests to estimate geotechnical properties were conducted on soil samples obtained from the borings. ■ Engineering Analyses — Data obtained during the subsurface exploration and laboratory testing results was used for engineering analyses. Engineering analyses included an assessment of soil conditions, pipeline construction design, foundation design, pavement design, and other geotechnical parameters. ■ Report — We prepared this geotechnical engineering report summarizing the subsurface explorations and conditions, laboratory testing conducted, geotechnical design parameters, and design recommendations. 2.0 EXISTING SITE DESCRIPTION AND HISTORY The project site is located at 850 East Gridley Road in Gridley, California. The property occupies a portion of land identified as Butte County Assessor's Parcel Number (APN) 024-220- 030. The property is bounded to the north by East Gridley Road, to the east by the Feather River Levee Road, beyond which is the Feather River, to the south by a walnut orchard, and, to the west by an a soccer field and a open grass area. Topography of the site is essentially flat with a surface elevation of about +95 feet relative to mean sea level (MSL), based on review of the U.S. Geological Survey, 7.5 -Minute Topographic Map of the Gridley Quadrangle, California (USGS, 1973). In March 2011, the site was occupied by a housing community consisting of several attached and detached one-story residential structures, office building, nursery, maintenance, and other associated buildings. Exterior flatwork and grass areas were observed in the surrounding areas of the residential buildings. Interior roads were paved with asphalt concrete that exhibited signs of distress such as alligator and tension cracking. 21-1-21465-001-R1.docx/wp/1kn 21-1-21465-001 2 SHANNON WILSON, INC. Review of the "Draft Scope of Work: Sewer and Water Design," provided by Brown and Caldwell, dated August 27, 2010, indicates that the housing development was first developed in the 1930s and the existing sewer and water utilities have been in place since the 1960s. Aerial photographs taken in 1998, 2002, 2004, 2007, and 2009, indicate that the existing structures and roads have been occupied the site since at least 1998 (EDR, 2011). 3.0 SUBSURFACE CONDITIONS 3.1 Field Exploration and Laboratory Testing 3.1.1 General In March 2011, three geotechnical soil borings (B-1 through B-3) were drilled and sampled at the locations shown in the Site Plan, Figure 2. The purpose of the soil borings was to determine the subsurface soil and groundwater conditions at the site, and to obtain soil samples for laboratory testing. A representative from our firm was present during the completion of the soil borings to perform a visual reconnaissance of the site, verify the boring locations, observe the drilling, assist in obtaining soil samples, and prepare field logs of the borings. General descriptions of the field explorations and the boring logs are presented in Appendix A, Subsurface Exploration. 3.1.2 Soil Borings The soil borings were advance to a maximum depth of 211/2 feet below existing site grades. The soil borings were advanced by using a CME -75 truck -mounted drill rig equipped with 6 -inch -diameter continuous flight helical augers by V&W Drilling, Inc. of Stockton, California. 3.1.3 Laboratory Testing Geotechnical laboratory tests were performed on soil samples collected from the soil borings. The testing included visual classification, natural moisture content determinations, in situ dry density determinations, unconfined compressive strength, Atterberg Limits and corrosion tests. Laboratory testing was performed using current ASTM International (ASTM, 2009a) procedures. The moisture content and Atterberg Limits test results are incorporated into the boring logs presented in Appendix A. Descriptions of laboratory test procedures and testing results are presented in Appendix B, Geotechnical Laboratory Testing Procedures and Results. 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 3 SHANNON WILSON, INC. 3.2 Geologic Setting The project site is located within the Great Valley Geomorphic Province, a broad structural trough, and topographic basin filled with a thick accumulation of sediments, bounded by the Sierra Nevada and the Coast Ranges. The near -surface deposits in the project vicinity have been mapped by Saucedo and Wagner (1992) and Helley and Harwood (1985) as Holocene -aged alluvial natural levee and channel deposits (geologic symbol: Qa), which include unweathered gravel, sand, and silt deposited by present-day stream and river systems that drain the Coast Ranges, Klamath Mountains, and Sierra Nevada. 3.3 Seismic Setting The California Geological Survey (CGS) has mapped faults and identified fault activity in the region (Jennings and Bryant, 2010). The closest Quaternary faults are the Swan Ravine, Monocline, and Corning Faults, located approximately 15 miles east, 20 miles north and 30 miles northwest, respectively, from the site. These faults are generally considered "inactive." Active faults are defined as faults that show evidence of fault displacements in the last 11,700 years. The closest known active fault is the Cleveland Hills Fault, located approximately 15 miles east of the site (Jennings and Bryant, 2010). Numerous small earthquakes have occurred in the region within historical times. For the region, reliable records of historical fault activity are limited to about the last 150 to 200 years. The CGS has reported the one major earthquake, greater than a magnitude of 5.5, within 50 miles of the site as shown in Table 1 as follows: TABLE 1 MAJOR EARTHQUAKE WITHIN 50 MILES OF GRIDLEY, CALIFORNIA 3.4 Subsurface Soil Conditions The mapped geology is consistent with the soil conditions encountered during our field explorations. Our borings indicate that the near -surface soils generally consist of silty sand with discontinuous layers of sandy silt and silty clays to the maximum depth explored of 21% feet 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 4 Earthquake Location Approximate Distance General Direction Approximate General Location From Site From Date Longitude Latitude Magnitude of Earthquake (miles) Site 8/1/1975 -121.530 1 39.440 6.1 1 Oroville 1 8 Northeast 11 3.4 Subsurface Soil Conditions The mapped geology is consistent with the soil conditions encountered during our field explorations. Our borings indicate that the near -surface soils generally consist of silty sand with discontinuous layers of sandy silt and silty clays to the maximum depth explored of 21% feet 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 4 SHANNON 6WILSON, INC. below existing grades. Traces of gravel were encountered at various depths in borings B-1 and B-2. No obvious signs of contamination in the subsurface soils via olfactory or visual methods were noted during our field explorations. The borings were grout -backfilled with a slurry of neat cement, bentonite, and water as required by BCPHD. For specific subsurface soil information at a particular location, refer to the boring logs provided in Appendix A. 3.5 Groundwater Conditions Groundwater was encountered during our field explorations in March 2011 at approximate depths ranging from 19 to 191/2 feet below existing grades. Groundwater measurements were generally taken upon completion of the borings prior to backfilling. However, the borings may not have been left open long enough to allow groundwater to reach static equilibrium. To help supplement our groundwater data, we have reviewed available information at the California Department of Water Resources (DWR) website (DWR, 2010). The DWR periodically monitors groundwater levels in wells across the state. Review of the website indicates that the nearest well identified as Well No. 17NO3E05C00lM, is located approximately 1/2 -mile east of the site. The ground surface elevation of the well is approximately +96 feet MSL, and is similar to the ground elevation of the project site. Groundwater levels have been measured in this well during the period from April 1947 to at least October 2002. The "highest" recorded groundwater elevation was about +93 feet MSL at the well on October 7, 1999. The "lowest" recorded groundwater elevation at the well was about +73 feet MSL on July 13, 1994. Further analysis of the DWR groundwater data indicates groundwater levels should be anticipated to fluctuate throughout the year due to the close proximity of the Feather River, subsurface soil conditions, seasonal variations, and other factors. 4.0 CONCLUSIONS 4.1 Seismic Hazards 4.1.1 Surface Fault Rupture The site is not located within an Alquist-Priolo Earthquake Fault Zone and is not underlain by known active faults. The Alquist-Priolo Earthquake Fault Zoning Act produced 1:2,000 scale maps of active faults as determined by the State Geologist for the CGS. Since there are no recognized active faults at the project site, the potential for fault surface rupture at the site is low. 21-1-21465-001-R1.docx/wpnkn 21-1-21465-001 5 SHANNON 6WILSON, INC. 4.1.2 Ground Shaking Ground motions at the site, in the form of peak ground acceleration (PGA), were estimated from probabilistic seismic hazard analyses (PSHA) performed by the U.S. Geological Survey (Peterson and others, 2008). The PSHA is a method for estimating ground motions that takes into account uncertainties and randomness in potential earthquake source, size, location, recurrence, and source -to -site attenuation. Results of the PSHA for the site indicate that a design PGA of 0.13g (g = acceleration of gravity) has a 10 percent chance of being exceeded in 50 years, and a design PGA of 0.22g has a 2 percent chance of being exceeded in 50 years. This ground motion is based on stiff soil conditions. 4.1.3 Liquefaction Soil liquefaction is a phenomenon in which pore pressure in loose, saturated, granular soils increases during ground shaking to a level near the initial effective stress, resulting in a reduction of shear strength of the soil (quicksand -like conditions). As a result of this reduction in shear strength during liquefaction, ground settlement, lateral spreading (ground movement on very gentle slopes), and landslides may occur. Because of the reduced soil strengths, vertical and lateral foundation restraint may also be reduced. Subsurface soil conditions in Gridley are generally considered susceptible to liquefaction due to the relatively loose granular soils and shallow groundwater conditions. However, the Gridley area is not identified on a seismic hazard map provided by the United States Geological Survey (USGS, 2008). Therefore, it is our opinion that liquefaction potential at the site is relatively low. 4.2 Expansive Soil Conditions The surface and near surface soils are generally granular in nature and are therefore considered non -expansive. Laboratory tests performed on a soil sample collected from test boring B-1 revealed that the sandy silt possess a low plasticity when tested in accordance with ASTM D 4318 test method (see Figure B-2). 4.3 Pavement Subgrade Quality Laboratory test results indicate the anticipated pavement subgrade soils are considered good quality materials for the support of asphalt concrete pavements with a Resistance ("R") value of 49 when tested in accordance with ASTM D2844 test method (see Figure B-3). Based on the 21-1-21465-001-R] AocxhvpAkn 21-1-21465-001 6 SHANNON 6WII.SON, INC. R -value test results, the anticipated natural variations in soils quality, and our experience in the area, we have selected an R -value of 35 for design of asphalt concrete pavements. 4.4 Soil Corrosion Potential A soil sample was submitted for analysis of soil pH, resistivity, chloride, and sulfate concentrations to help evaluate the potential for corrosive attack upon exposed buried metal and reinforced concrete. Results of the corrosion testing revealed a soil pH of 7.41 and a minimum resistivity of 1,630 ohm -centimeters. Sulfates were detected at a concentration of 38.6 parts per million (ppm) or 0.00386 percent by dry weight for the sample tested. Chlorides were detected at a concentration of 59.7 ppm or 0.00597 percent by dry weight for the sample tested. A copy of the laboratory test report is provided in Appendix B, Geotechnical Laboratory Testing Procedures and Results. A "corrosive area" is defined by the California Department of Transportation (Caltrans, 2002) as an area where the soil and/or water contains a chloride concentration of more than 500 ppm, sulfate concentration more than 2,000 ppm, or has a pH of less than 5.5. The corrosivity test results suggest that the site soils are not highly corrosive to exposed buried metal or reinforced concrete. Test results also suggest that the sulfate exposure is "negligible" based on Section 1904A.3 of the California Building Code (CBC, 2007) and Table 4.3.1 of Section 4.3 of the American Concrete Institute (ACI) 318-08 (ACI, 2005). Ordinary Type I-II Portland cement is considered suitable for use on this project, assuming that a minimum concrete cover is maintained over the reinforcement. For specific corrosion protection methods, a qualified corrosion engineer should be consulted. 5.0 ENGINEERING RECOMMENDATIONS 5.1 General The results of our study indicate that the proposed construction is feasible, provided our geotechnical recommendations for the project are followed as discussed herein. Excavations associated with the proposed sewer pipe, and any other excavations greater than 15 feet below existing site grades, will most likely encounter groundwater that would require dewatering to lower the water sufficiently to allow construction. The residential patio structures could be supported on isolated spread footings. The performance of the interior floor slabs within the patio areas is dependent on properly processing, moisture conditioning, and uniform compaction of the building pad areas. 21-1-21465-001-RI.docxWkn 21-1-21465-001 7 SHANNON 6WILSON. INC. Details of our recommendations are provided in the following sections. Construction considerations for successful implementation of our design recommendations are provided in Section 6.0. 5.2 Seismic Design Parameters for the 2007 CBC are given in Table 2. For seismic design of structures using this code, mapped short -period and 1 -second -period spectral accelerations, SS and S1, respectively, are required. SS and SI are for a maximum considered earthquake, which corresponds to ground motions with a 2 percent probability of exceedance in 50 years or about a 2,500 -year return period (with a deterministic maximum cap in some regions). As previously discussed, the USGS completed PSHA for the entire country in November 1996, which were updated and republished in October 2003. The PSHA ground motion results were obtained from the USGS website. The results of the updated USGS PSHA were referenced to determine SS and SI for this site. TABLE 2 CALIFORNIA BUILDING CODE 2007 SEISNIIC PARAMETERS FOR NEW STRUCTURES (SITE CLASS D) Spectral Response Acceleration (SRA) and Site Coefficients Short Period 1 -Second Period Mapped SRA SS = 0.52 SI = 0.22 Site Coefficients Fe =1.39 F„ =1.96 Maximum Considered Earthquake SRA SMs = 0.72 SMI = 0.43 Design SRA SDs= 0.48 SDI= 0.29 5.3 External Loads on Pipe and Buried Manholes External loads on buried pipes will include those due to the backfill soils, trench width and hydrostatic uplift pressures, if constructed below the groundwater table. A summary of the design parameters that may be used for estimating the pipe loads due to the backfill soils is provided as follows: ■ Average soil moist unit weight of 115 pounds per cubic foot (pcf) ■ Average soil buoyant weight of 63 pcf ■ Rankine's lateral pressure ratio times the coefficient of friction (Kµ) of 0.17 ■ Modulus of soil reaction (E') of at least 400 psi for native soils 21-I-21465-001-RI.docx1WpAkn 21-1-21465-001 8 SHANNON WILSON, INC. Buoyancy forces acting on submerged pipes and buried manholes will be equivalent to the weight of the water displaced by the pipe or manhole. For design purposes, we recommend using a minimum groundwater elevation of +80 feet MSL. Buoyant forces acting on buried pipes will be resisted by the weight of the pipe and the soil above the pipe. Buoyant forces acting on the manholes will be resisted by the weight of the manhole and the frictional resistance developed between the soil and the concrete around the manhole. For the on-site soils, we recommend a frictional resistance of 250 pounds per square foot (psf) applied over the surface area of the manhole. Additional resistance to buoyancy can be achieved by extending the base of the manhole beyond the perimeter of the manhole (e.g., a concrete lip). Buoyant forces would be resisted by a cone of soil above the extended base assumed to extend at an angle of 15 degrees from vertical from the outside edge of the base extension. 5.4 Thrust Block Design Thrust blocks may be designed based on a "passive" lateral earth pressure equal to an equivalent fluid pressure of 250 psf per foot of depth. The passive pressure may be applied over an area 1.5 times the area of the thrust block in consideration to short-term loading conditions, and should not exceed a maximum lateral soil bearing pressure of 1,000 psf. 5.5 Foundation Design 5.5.1 General We understand that relatively light structural loads are anticipated for the proposed residential patio structures. Therefore, we recommend shallow isolated spread foundations for the support of these structures. 5.5.2 Shallow Foundations 5.5.2.1 Allowable Bearing Capacity Based on our field investigation and analysis, shallow footings could be used to support the proposed patios. We recommend a maximum allowable bearing capacity of 1,200 psf for dead -plus -live loads with a one-third increase for short-term wind or seismic forces. The allowable bearing capacity for shallow footings is based on the assumption that the subgrade preparation recommendations, which are discussed in Section 6.3.1, are followed. The recommended allowable bearing pressure is also contingent on the following recommendations: 21-1-21465-001-R1.docx/wp/Ikn E 21-1-21465-001 SHANNON &WILSON, INC. The minimum footing embedment will be 12 inches below the lowest adjacent grade. Lowest adjacent soil grade is defined as the grade upon which the capillary break material is placed, or exterior soil grade, whichever is lower. ■ The minimum width of 12 inches will be used for continuous footings and 18 inches for spread footings. ■ A representative from our firm should be on site to confirm suitable bearing by evaluating each footing excavation. This should be accomplished immediately prior to the placement of concrete and/or the working surface. 5.5.2.2 Lateral Resistance Resistance to lateral forces caused by wind, seismicity, unbalanced earth pressures, and/or other forces could be provided by both passive earth pressures acting against the embedded portion of foundations and frictional resistance against the base of foundations. We recommend a coefficient of friction of 0.30 be used between cast -in-place concrete and subgrade soil for calculating the resistance to sliding at the base of the footings. Passive resistance should be ignored in the upper 6 inches where the surface is not covered by a slab or pavement, and should be ignored entirely if a possibility exists that soil providing the resistance could be removed in the future. In our opinion, passive earth pressures in the soil subgrade around the footing excavation could be estimated using an equivalent fluid weight of 250 psf per foot of depth. These values are based on the assumption that the footings extend at least 12 inches below the lowest adjacent exterior grade, and that the backfill around the structure is compacted in accordance with the recommendations for structural fill outlined in Section 6.3.2. 5.5.2.3 Settlement Potential Assuming compliance with our recommendations, we anticipate that total settlement will be on the order of 1 inch, and differential settlement on the order of %2 inch. 5.6 Slab -on -grade Floors Interior concrete slab -on -grade floors can be supported upon soil subgrade, provided it is prepared in accordance with the site preparation section in this report (Section 6.2), and maintained in that condition. Interior concrete slab -on -grade floors should be at least 4 inches thick and, as a minimum, should contain No. 3 reinforcing bars on 24 -inch center -to -center spacing, or No. 4 reinforcing bars on 24 -inch centers, located at mid -slab depth. Wire mesh is not recommended for slab reinforcement. This slab reinforcement is suggested as a guide 21-1-21465-001-RI.docxhv kn 10 21-1-21465-001 SHANNON 6WILSON, INC. "minimum" only; final reinforcement and joint spacing should be determined by the structural engineer. A modulus of subgrade reaction (ks) of 100 pounds per cubic inch for native soils is considered appropriate for design of interior floor slabs, provided the upper 12 inches of the pad subgrade soils are constructed of structural fill (Section 6.3.2) and uniformly compacted to not less than 95 percent of the maximum dry density (MDD) as determined by ASTM D 1557 (ASTM, 2009a). Slabs that receive moisture -sensitive floor covering should be underlain by layer of free - draining gravel serving as a deterrent to migration of capillary moisture. The gravel layer should be at least 4 inches thick and should be graded such that 100 percent passes a 1 -inch sieve and none passes a No. 4 sieve. Additional moisture protection could be provided by placing a plastic water vapor retarder (at least 10 -mil thickness) directly over the gravel. The plastic membrane should meet or exceed the minimum standards for plastic water vapor retarders, as specified in ASTM E 1745 (ASTM, 2009b). The recommendations presented above are intended to mitigate significant soils -related cracking of the slab -on -grade floors. More important to the performance and appearance of a Portland cement concrete (PCC) slab is the quality of the concrete, the construction quality of the concrete contractor, the curing techniques used, and the spacing of control joints. 5.7 Pavement Design The following pavement design sections are based on the traffic indices assumed appropriate for this project and the results of our R -value testing. The pavement sections were calculated based on the procedures described in Chapters 600 to 670 of the California Highway Design Manual (Caltrans, 2006). The project civil engineering consultant should determine the appropriate pavement sections based on anticipated traffic conditions; we can provide alternative pavement sections based on different TIs, if needed. 21-1-21465-001-RLdocW"nh 21-1-21465-001 11 SHANNON WILSON, INC. TABLE 3 PAVEMENT DESIGN ALTERNATIVES . = Aspnan tntcrness mcluaes camornta vepartment of 1 ransportatlon (L;altrans) Tactor of satety. . We emphasize that the performance of the pavement is critically dependent upon uniform and adequate compaction of the soil subgrade, as well as all engineered fill and utility trench backfill within the limits of the pavements. We recommend that pavement subgrade preparation be performed after underground utility construction is completed and just prior to aggregate base placement. The upper 12 inches of pavement subgrade soils and all aggregate base should be compacted to at least 95 percent of the MDD as determined by ASTM D 1557 (ASTM, 2009a) and no less than optimum moisture content. 6.0 CONSTRUCTION CONSIDERATIONS 6.1 General The applicability of the design parameters recommended in Section 5.0 depends on the quality of construction practices used on this project. The following sections present general recommendations that should be considered. 6.2 Site Preparation 6.2.1 Clearing and Grubbing Prior to grading, construction areas should be cleared of all undocumented fills, deleterious debris, asphalt concrete, PCC, and other surface and subsurface items associated with development at the site. 21-1-21465-001-R1.docx/wpAkn 21-1-21465-001 12 Untreated Subgrades R -value = 35 Traffic Type B Class 2 Index Traffic Asphalt Concrete Aggregate Base Condition inches inches 4.5 Automobile Parking Areas Only 2%2 5 3* 4 6.0 Automobile and Light Truck 2%2 9 Traffic, Trash Enclosures, etc. 3 %2* 7 . = Aspnan tntcrness mcluaes camornta vepartment of 1 ransportatlon (L;altrans) Tactor of satety. . We emphasize that the performance of the pavement is critically dependent upon uniform and adequate compaction of the soil subgrade, as well as all engineered fill and utility trench backfill within the limits of the pavements. We recommend that pavement subgrade preparation be performed after underground utility construction is completed and just prior to aggregate base placement. The upper 12 inches of pavement subgrade soils and all aggregate base should be compacted to at least 95 percent of the MDD as determined by ASTM D 1557 (ASTM, 2009a) and no less than optimum moisture content. 6.0 CONSTRUCTION CONSIDERATIONS 6.1 General The applicability of the design parameters recommended in Section 5.0 depends on the quality of construction practices used on this project. The following sections present general recommendations that should be considered. 6.2 Site Preparation 6.2.1 Clearing and Grubbing Prior to grading, construction areas should be cleared of all undocumented fills, deleterious debris, asphalt concrete, PCC, and other surface and subsurface items associated with development at the site. 21-1-21465-001-R1.docx/wpAkn 21-1-21465-001 12 SHANNON &WILSON, INC. Surface vegetation within construction areas should be removed by stripping. Debris from the stripping should not be used in general fill construction areas supporting pavements or building pads. With the prior approval of our office, strippings may be used in landscape areas, provided they are kept at least 5 feet from the building pads and other surface improvements, moisture conditioned, and compacted. Difficulty in achieving subgrade compaction or unusual soil instability may be indications of loose fill associated with prior site use or previous subsurface items such undocumented fills or utility lines. Should these conditions exist, the unsuitable materials should be excavated to check for subsurface structures and the excavations backfilled with structural fill in accordance with Section 6.3.2 of this report. 6.2.2 Existing and New Utilities Existing utilities that are not relocated could require additional protection against heavy surface loads caused by fills, pavements, or other structures. The following sections present our recommendations for design and construction planning of new underground utilities and considerations for existing utilities. Types of excavations included in this project could consist of trench excavations for new pipes. The type of excavation support system selected for construction of proposed utilities would depend on the proposed depth of excavation, the proximity to existing structures, and the depth to groundwater. Dewatering should be anticipated for excavations that exceed 15 feet below existing site grades. Dewatering recommendations are provided in Section 6.6 of this report. The Contractor should select the appropriate excavation method, and must consider worker safety. In addition, the excavation must conform to all federal, state, and local safety regulations. The Contractor should be held solely responsible for all damages related to ground movements resulting from trench excavations. Utility trench bedding and backfill for new or relocated underground utilities should conform to the pipe manufacturer's recommendations and local agency requirements. Trench backfill should be composed of structural fill as described in Section 6.3.2, moisture conditioned to at least the optimum moisture content and uniformly compacted to at least 90 percent of the MDD per ASTM D 1557 (ASTM, 20094). The upper foot of pavement subgrade should be compacted to at least 95 percent of the MDD at the optimum moisture content. 21-1-21465-001-R1.docx/wp/lkn 21-1-21465-001 13 SHANNON WILSON. INC. 6.3 Earthwork 6.3.1 Subgrade Preparation Following site clearing and grubbing operations, construction areas that will remain at -grade, receive fill or those achieved by excavation should be scarified to a depth of at least 8 inches, thoroughly moisture -conditioned to at least the optimum moisture content, and uniformly compacted to not less than 90 percent of the MDD as determined by ASTM D 1557 (ASTM, 2009a). 6.3.2 Structural Fill Structural fill, if needed, should be uniformly moisture conditioned to the optimum moisture content and compacted to at least 90 percent the MDD determined by ASTM D 1557 (ASTM, 2009a). Special care should be used when compacting fill adjacent to the existing foundations to avoid damage to the foundations and walls. Structural fill should consist of a well -graded mixture of imported granular soil that is free of organics, contaminants, debris, and rock fragments larger than 3 inches. The suitability of soil for use as structural fill would depend on its gradation and moisture content. As the amount of fines (portion of soil particles passing a U.S. Standard No. 200 sieve, based on the minus %-inch fraction) increases, soil becomes more sensitive to small changes in moisture content, and adequate compaction becomes more difficult to achieve. Structural fill placed during wet weather or on wet subgrade soils should contain no more than 5 percent fines. During dry weather, the fines content could be higher, provided the fill is at suitable moisture content, or could be moisture conditioned and compacted to the specified degree. The fines should be non -plastic, and the moisture content of the soil should be within ±2 percent of the optimum moisture content as determined by ASTM D 1557 (ASTM, 2009a). Additional information on wet weather construction is described in Section 6.7. 6.3.3 Placement Prior to the placement of structural fill, ponded water should be drained from the area. Construction areas should be stripped of unsuitable soils, and any remaining soil containing organic matter, debris, or soil disturbed by the Contractor's operations should be removed. Structural fill for the construction of final subgrade for the floor slabs, pavements, or walkways, etc. should be placed in uniform lifts and compacted to a dense and unyielding condition, and to at least 90 percent of the MDD determined by ASTM D 1557 (ASTM, 2009a) and at optimum 21-1-21465-001-Rl.docx/wpAkn 14 21-1-21465-001 SHANNON 6WILSON, INC. moisture content. Fills should be placed in uniform, horizontal layers not exceeding 6 inches in loose thickness. The appropriate lift thickness would depend on the Contractor's equipment and the moisture content and quality of the fill material. Special care should be used when compacting fill adjacent to the below grade walls to avoid damage to the walls. Each lift of fill should be benched at least one foot horizontally into the side slopes of the excavation. Our representative should observe the benching and fill placement operations. If subgrade or fill soils become loosened or disturbed, additional excavation to expose competent, undisturbed soils, and replacement with properly compacted structural fill would be required. We recommend that a representative from our firm be present during structural fill placement to observe the work and perform in-place density tests to evaluate whether or not the specified compaction is being achieved. 6.3.4 Suitability of On-site Soils The on-site soils generated from excavations may be suitable for use as structural backfill provided these materials are at a suitable moisture content and do not contain significant concentrations of clay, organics, or deleterious materials. Soil clods or clumps larger than 4 inches in size should be broken down or excluded from the backfill materials. 6.3.5 Import Fill We recommend that structural fill consist of select, granular, import material. Import materials should be free of oversized rock, organics, and chemical free. Import material should be approved by our office prior to transportation to the site. Import material should consist of a well -graded sand and gravel with a maximum particle size smaller than 3 inches, at least 40 percent retained on the U.S. No. 4 sieve, and less than 5 percent passing the U.S. No. 200 sieve, based on that fraction passing the %-inch sieve. This material should conform to Section 19-3.06 (Type E Backfill) of the Caltrans, Standard Specifications (Caltrans, 2002) with the exception of the grading requirements described at the beginning of this section. We recommend that select import also be used during wet weather or placement on wet subgrades. Higher fines content for import fill could be considered assuming that earthwork occurs during periods of dry weather (see Section 6.7). In this case, we recommend that the fines content should not exceed 30 percent, and the material should be non -plastic when tested in accordance with the ASTM D 4318 (ASTM, 2009a) test method. 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 15 SHANNON &WILSON, INC. 6.4 Temporary Excavations Types of excavations included in this project consist of excavations associated with the construction of underground utilities. For this project, we have assumed that a traveling shield will be used for shoring support of sewer pipe excavations. The contractor should select the best excavation method. The excavations should be performed in accordance with current Cal -OSHA requirements. Additionally, the Contractor is responsible for the safety of all temporary excavations. Excavations less than 3 feet below existing site grades should remain stable during construction. Excavations greater than 15 feet below existing site grades, will most likely encounter groundwater that would require dewatering to lower the water sufficiently to allow construction. For excavations that require dewatering, please refer to the dewatering section of this report (Section 6.6). For planning purposes, we recommend using the excavation criteria in Section 1541.1 of the Cal -OSHA guidelines (Requirements for Protective Systems). Applicable guidelines for excavations at the project site include: ■ Native soils are best described using the "Submerged Soils" definition; ■ Based on the soil properties and characteristics, the native soils should be considered "Type C" in accordance with the soil classification system outlined in the Cal -OSHA guidelines; and ■ Temporary, unsupported excavations less than 20 feet in height should be constructed no steeper than one and 1 % Horizontal to 1 Vertical. Flatter slopes may be required if seepage or clean cohesionless sands are exposed. 6.5 Surface Drainage The performance of the residential patio structures, slab -on -grade floors and exterior flatwork is highly dependent upon proper control of surface water on the site. The ground adjacent to the structures should be sloped away from the structures at a gradient no less than 2 percent for a distance of at least 5 feet, where possible. Roof gutters with downspouts from roof drains should discharge onto paved surfaces leading away from the structural foundations or connected to non- perforated rigid piping directed to an appropriate drainage point away from structures. Ponding of surface water should not be allowed near foundations. In pavement areas, excess water that accumulates in the aggregate surfacing and subbase layers, and does not drain quickly enough, could reduce the pavement design life and weaken the subgrade support. 21-1-21465-001 -R 1.docx/wpAkn 21-1-21465-001 16 SHANNON &WILSON, INC. 6.6 Dewatering Preliminary design information indicates that the project involves excavations that do not exceed 15 feet in depth. However, excavations that exceed 15 feet may require dewatering to lower the water level sufficiently to allow construction. For design purposes groundwater should be assumed to be approximately 15 feet below existing site grades (about +80 feet MSL). Sumps and submersible pumps, deep wells or a well point system could be used as methods to lower the groundwater level. We recommend that as a minimum, the selected dewatering system should lower the groundwater elevation to at least 3 feet below the bottom of the proposed excavations. Dewatering activities should be performed by an experienced local dewatering contractor. 6.7 Wet Weather Considerations 6.7.1 General Wet weather generally begins about mid-November and continues through about April, although rainy periods could occur at any time of year. Most of the surface soil at the site contains sufficient fines to produce an unstable mixture when wet. Such soil is susceptible to changes in water content, and tends to become unstable and difficult or impossible to compact if their moisture content significantly exceeds the optimum. 6.7.2 Wet Soil Options If earthwork at the site continues into the wet season, or if wet conditions are encountered, we recommend the following: ■ The ground surface in and surrounding the construction area should be sloped to promote runoff of precipitation away from work areas and to prevent ponding of water. ■ Work areas should be covered with plastic. The use of sloping, ditching, sumps, dewatering, and other measures should be employed as necessary to permit proper completion of the work. ■ Earthwork should be accomplished in small sections to minimize exposure to wet conditions. That is, each section should be small enough so that the removal of unsuitable soil and placement and compaction of clean structural fill could be accomplished on the same day. The size of construction equipment might have to be limited to prevent soil disturbance. It might be necessary to excavate soils with an excavator located so that equipment does not traffic over the excavated area. ■ No soil should be left un -compacted and exposed to moisture. A smooth -drum roller, or equivalent, should roll the surface to seal out as much water as possible. 21-1-21465-001-R1.docxhvp/1kn 21-1-21465-001 17 SHANNON 6WILSON, INC ■ In-place soil or fill soil that becomes wet and unstable and/or too wet to suitably compact should be removed and replaced with clean, granular soil. ■ Excavation and placement of structural fill material should be observed on a full-time basis by a geotechnical engineer (or representative) experienced in earthwork to determine that all work is being accomplished in accordance with the project specifications and our recommendations. ■ Grading and earthwork should not be accomplished during periods of heavy, continuous rainfall. We suggest that these recommendations for wet -weather earthwork be included in the contract specifications. 6.8 Foundation Considerations 6.8.1 Footing Excavations The recommended bearing pressures presented in this report require careful preparation of the footing subgrade. Footing excavations should be cleaned of all loose soil, leveled, and protected from water. The soils at the site contain sufficient fines to become soft and spongy when subjected to water and disturbance (from equipment or foot traffic). If construction is to take place during wet weather or under wet conditions, we recommend that the prepared footing subgrade be protected by placing a thin, lean concrete "rat slab" immediately after excavation is completed. Each footing subgrade on the project should be evaluated by our representative to confirm suitable bearing conditions and to determine that all loose materials have been removed. The footing evaluation should be determined prior to placing the reinforcing steel and rat slab, if used. 6.8.2 Concrete Floor Slabs In order to provide uniform support for patio floor slabs, the exposed soils should be uniformly compacted to at least 90 percent of the MDD as determined by ASTM D 1557 (ASTM, 2009a) and to a dense and unyielding condition. All fills under slab -on -grade floors, including areas such as backfills for footing excavations, overexcavated areas, and utilities, should consist of granular, non -expansive structural fill. Structural fill requirements are previously discussed in Section 6.3.2. 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 18 SHANNON 6WILSON, INC. Where floor slabs or other structures would be located over structural backfill, the possibility of backfill settlement should be considered. For structural backfill compacted to 95 percent of the MDD as determined by ASTM D 1557 (ASTM, 2009a), we recommend estimating settlement equal to 0.1 to 0.2 percent of the backfill thickness. Similarly, for structural backfill compacted to 92 percent of the maximum dry density as determined by ASTM D 1557 (ASTM, 2009a), we recommend estimating settlement as 0.5 percent of backfill thickness. Even with good compaction control, differential settlements should be expected between native soil areas and backfill areas. Floor slabs and other site facilities should be designed to accommodate such differential settlements, or such areas should be structurally bridged. In general, to reduce the effects of differential settlements, abrupt changes in fill/backfill thickness should be avoided. These slab design recommendations are for subgrade support of the concrete flatwork. The slab designer should note that several non -geotechnical factors could result in poor slab performance: thickness and loading requirements, concrete shrinkage, type and placement of steel reinforcement, placement of crack -control joints, isolation and expansion joints, poor construction techniques, and exposure during concrete curing. The slab designer should refer to recommendations and design guidelines published by the PCA (2002) and the ACI (2005). 7.0 ADDITIONAL GEOTECHNICAL SERVICES 7.1 General This report concludes our Geotechnical Design Report services as described in our proposal dated September 1, 2010. Upon your request, we can prepare a proposal for Construction Observation and Testing services as the time for construction approaches. 7.2 Supplemental Consultation and Plan Review We will be available to discuss our recommendations with the project team. We could also provide recommendations for alternative foundation and pavement designs, and assist in permitting issues, if needed. As the improvement plans are completed, we should review the documents to confirm that the intent of our recommendations has been incorporated. 7.3 Construction Observation and Testing The purpose of our construction observation and testing services will be to monitor compliance of the site grading, earthwork, trench backfill and foundation installations with the project plans 21-1-21465-001-R1.aoox/%vpnk 21-1-21465-001 19 SHANNON &WILSON, INC. and specifications. This includes observing site demolition, site preparation and placement and compaction of new fills. We should also observe the construction of the foundations. 8.0 LIMITATIONS This report was prepared for the exclusive use of Brown and Caldwell and other members of the design team for specific application to this project. This report should be provided to prospective Contractors for information on factual data only and not as a warranty of subsurface conditions, such as those interpreted from the exploration boring logs, and discussions of subsurface conditions included in this report. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist. We assume that the exploratory excavations completed for this project are representative of the subsurface conditions throughout the construction area (i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the explorations). If conditions different from those described in this report are observed or appear to be present during construction, we should be advised at once so that we can review these conditions and reconsider our recommendations, where necessary. If there is a substantial lapse of time between submission of our report and the start of work at the site, or if conditions have changed because of natural forces or construction operations at or near the site, we recommend that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. Within the limitations of the scope, schedule, and budget, the analyses, conclusions, and recommendations presented in this report were prepared in accordance with generally accepted professional geotechnical engineering principles and practices in this area at the time this report was prepared. We make no other warranty, either express or implied. These conclusions and recommendations were based on our understanding of the project as described in this report and the site conditions as interpreted from the current explorations. Unanticipated soil conditions are commonly encountered and cannot be fully determined by merely taking soil samples or completing test borings. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra costs. The scope of our geotechnical services did not include any environmental assessment or evaluation regarding the presence or absence of hazardous or toxic materials in the soil, surface 21-1-21465-001-R1.docx/wp/Ikn 21-1-21465-001 20 SHANNON WILSON, INC. water, groundwater, or air at the subject site. Shannon & Wilson, Inc. can provide these services at your request. Shannon & Wilson, Inc. has prepared the document, "Important Information About Your Geotechnical Report," in Appendix C to help you and others in understand the use and limitations of this report. SHANNON & WILSON, INC. Michael M. Watari Senior Principal Geotechnical Engineer MXL:MMW:TMG:/mmw 21-1-21465-001-R1.docx/wp/1kn 21 21-1-21465-001 SHANNON 6WILSON, INC. 9.0 REFERENCES American Concrete Institute (ACI), 2005, Building code requirements for structural concrete and commentary: ACI Committee 318, ACI 318-05, 430p. ASTM International (ASTM), 2009a, Annual book of standards, construction, v. 4.08, Soil and rock, (I): D 420 — D 5876: West Conshohocken, PA, ASTM International, 1 v. ASTM International (ASTM), 2009b, Annual book of standards, construction, v. 4.11, Building construction, (I): E72 — D2110: West Conshohocken, PA, ASTM International, 1 v. International Code Council, Inc., 2007, California Building Code, Title 24, Part 2: Washington, D.C., International Code Council, Inc. California Department of Transportation (Caltrans), 2002, Standard specifications: Sacramento, CA. California Department of Transportation (Caltrans), 2006, Highway design manual: Sacramento, CA, Chapters 600-670. Department of Water Resources (DWR), 2010, Water Data Library: Available: biip://www.water.ca.gov/waterdatalibrary/index.cfm. Environmental Data Resources (EDR), Inc., 2011, The EDR aerial photo decade package, Gridley Farm New Well, Inquiry No. 2959050.4, January 7, 6 p. Helley, E.J., and Harwood, D.S., 1985, Geologic map of the late Cenozoic deposits of the Sacramento Valley and northern Sierra Foothills, California: U.S. Geological Survey Miscellaneous Field Studies Map MF -1790, sheet 5 of 5, scale 1:62,500. Jennings, C. and Bryant, W., 2010, 150th Anniversary fault activity map of California: California Geological Survey Map No. 6, scale 1:750,000. Petersen, Mark D., Frankel, Arthur D., Harmsen, Stephen C., Mueller, Charles S., Haller, Kathleen M., Wheeler, Russell L., Wesson, Robert L., Zeng, Yuehua, Boyd, Oliver S., Perkins, David M., Luco, Nicolas, Field, Edward H., Wills, Chris J., and Rukstales, Kenneth S., 2008, Documentation for the 2008 Update of the United States National Seismic Hazard Maps: U.S. Geological Survey Open -File Report 2008-1128, 61 p. Available: http://pubs.usgs.gov/of/2008/1128. Portland Cement Association (PCA), 2002, Design and control of concrete mixtures (10 ed.), 372 p. 21-1-21465-001-R1.docx/wp/1kn 21-1-21465-001 22 l wl. SHANNON WILSON, INC. Saucedo, G.J., and Wagner, D.L., 1992, Geologic map of the Chico quadrangle, California: California Department of Conservation, Division of Mines and Geology Regional Geologic Map Series Chico Quadrangle—Map No. 7A (Geology), sheet 1 of 5, scale 1:250,000. U.S. Geological Survey (USGS), 1952, 7.5 -Minute Topographic Map of the Gridley Quadrangle, Gridley, California, scale 1:24,000. (photorevised 1973.) 21-1-21465-001-RI.docxhvp/lkn 23 21-1-21465-001 4 Project, P: Location � ;: `�}y r''',a-f� §`x=`i k. a c�' z - pie '+rt; �'=•�, Gridley. t x t s N Sacramento +f r 4�7', �''Rt"t �.,Y..M3Rk� ill 4" r#�a �. � � ' ta: '' �,,7y'b. Z' k, j} Los Angeles r ti tom. LOCATION y� .31 J ■ - i7g, ,�(.''' 4 +SLS � �� -} • � 'k `$� �� � } y s j" [ of . •, „ �. ...� ';7 '"..,,.. Il..h.. t 61 0 3000 6000 Gridley Farm Labor Housing Improvements Approximate Scale in Feet Gridley, California NOTE VICINITY MAP Map adapted from aerial imagery provided by Google Earth Pro, US Geological Survey, March 20.11 21-1-21465-001 reproduced by permission granted by Google Eart' Mapping Service. SHA�NiNON &�WIIL�SaOrN, INC. FIG. 1 r; f' •t: $ ,�n 1 ... .-.. .. �•\,i.•�i 'i' �:±:r.sldww'`:l.h�.t • tSw�, �f If '' i p r' • � •: •.• iSY�,� �rC•:�i. ,� y '�-�.. _ _ � 111 � � __� , • y. . �- ?• � `; ;�,`' � �+rte•-.w:'�''r .,^ �r'^�._ ..a-... ���,�.,�—'___ •.� ':��2«'�' `: d BM3 f' � ��a •>r. f i ' \' v. `� : } ��`` .... : g LEGEND : _�rg„''-q 4 �:"*�"}g:r7 '�'\,•,� �,; �. Sccr_.a_r•.•n-rx. .•�. "''�i'. x ♦i, ,X „�. ... r 4 v'a © Boring Designation and �' , i. iso ,��'!� `• : �`r�,+.t.; jy'� \ \��t,.. �` �.,,` Approximeh: D� aii Scale- B-1 Approximate Location ' : ;: ' '� : it,:i \may: i _ W*fa,y�" `• <•, •t ' r. , I ft �'' `. .. - '� >T!' �' :-Y'. �1r.,._ < tip: ;♦'• '•^��i.:� �'�;. .. _ cl V>� .�" 1'S :Yy rK +; •,,+1.., ••q`r!;•: •:' rill -. i • ^° yt . ' i•> •, �Y• g'!:•K.r"'"A.r!• /b'. y. -.. ."'. • •4•! j,`•'�iZ�+ ,vY o :�Fl . �" %��..'. '�.. `:i �',_^C,� .vL 't�(•. .,y'ci j7•F',�✓•4• !�'�•.♦.tli,I `"t•�j�..:. ,`.;. •� .„. r�+•.'.f.."!+.•.' 'Z'q.... '•�i,r `H�;,':}.,!';�e.•:F •\•'17 7�:'. '"+k ��y�•.�\ .`.�-�W 'C,�.' �.` �'t.v •�j� �y `•. ,^�'�. ,f,�;�tlr^. {�. I `i '-�• 1 .C'`'! �Xr/ .:r'lirJ��%:. .'24r.$'' «. .�+'�-.�� •(,{�:' :."S".;. .•+ i �'#. '?'• r �� i,•.•",sl,:l �•�,?•r,. /, , ^,,� .� t -{ • :.�. 'i'fsl'„ , .ye J" .1. F''♦.<: r �...t..ti- •':r♦ •+\ � "y�,' - ••t'''om"`'• J3'Y • t(J .t 1' �'n 'f is :'\i• ''t` ita f �`'`"!..i•;. r•' � :%%'�./..,�t�'s:.i: it -+;k - � •,'��.• : �;;�♦'•a.• , , • �•. 7' { atu:ftl�. �r'./i\.'. 0 125 250 s r,rr.. , Y� ., l: 7, '`•:'�:`,•�,,,.. .'{'.. .' y.y,` �p+' S'6.� Mtn �.'.':,3 i-;, :_,-.:'�:.'. i.. ;:t �: • '•t`'.:.. i'� . •k . •R,.�:i+;�; p f .': Approximate Scale in Feet '�, �1_ i..•�. •O,,{.i ,. ti:'.l:vi,1f`5;�.: s .ti^t117' �,, '. f!, ` •\♦'�` ` n:r•, j .4 r tis; "�:'r: - rB • ,:;c.,[/_•tr'�i .(•�c,' >:.3., 6.P:. NOTE ..,^ '�, „�1: ♦ :' \ . ' y t : X::,�• ...� "'�:i -. er °`� ...• •'••.'h.:f : r `•••w�:,i J ...) wE:aC• I.ie..;; ,Yar:..r.�d. •h:.. ...;Y v"'�'�'• ... "_.,. = ;, :' :; ? •. ), }` 'y`; h • t...d Figure adapted from PDF file of paper drawing g ,t: r' -- ^•q<..,.f-r ".Ey'a v 1 1; •t,/• Y.ws;.. "•,Y ',',. ,+"'}•7,{•,'-'„+ ' - .�"::'.•i `e: '%% 11 'i.e;.tn,srs,:....:6t:d•r•:ei+•.•, •. PLOT PLAN RMLABORATORYFARM -FLC31WORKERS y L••, n r••,�s�i_-4 •;tet r ��� '' •`• ;;w'��'_ i,,:ra,.k: CAMP, FARML.ABORCENTER -FLC3, by Jj( '"•y ::.c:'i,•i,�:: ' : <:,r=?�•'�T...: • '" - — ^'�'”. Housing Authority of the County of Butte, dated 5 k• '' • > i`'.r'.,r T mw?".L.:.',: :�c. tixe s x ;{;; .: .y:�T�., . .'•�n`��.+,',�X:f Jan B, 1969, revised May 25, 1970. rf'�, •: it MWaYK e-.iY-V +1, wi IY, NtA91l ♦ 'k,�T Y • r n—'e-lre�+Y+a„•,,>, -• +"�. ifir ae .4 frs. ;k,a.. ^`e •le:vw ?�'', ',c -t::' "' ` • ,aarc• •jwc.r,r.:a 'q r, + :L S:: r: 1,:. •�j ..w.:.a+6•;• ; d. � yt,�J�'t,l''{.t)�:•,r,. .. 'x'•-.?;� !•.p'r'�-�`"-P'f.A•i3'"A-� •�;',T••1{;;�A.4/•"%/ .. �. •mow.•..' .:,,�;. GddfeyFartnLabor Housing improvements ', 3••lY. :.:_,r• 7f'i .M1'fr , �.. •" '�-CIZ.1'�',1.FrMP.• �. /' r •„ �. Y •1 :' t:' , :' IlC&RAT-ORY =ARM. V.GaK.- ! , ar. «r 4r -r• L ...M. .,''Lf Gridley, California 7 �r4 _ _FAt'B '.4iC,.(`r#:-ti'. `. •{r "Ji•.�'yDramf�sv• r�.3'�•' it.•�',.. ,",�'.'�.•.,,/:�",{'.'NT�`^/A`'.��'''�". ,.�"I'•' +j• '.r'.^ �,...�.�'':`-io•R�:.•M.+.,.f.,?�'Nd..+'Drii.7 • Wr11C,NaJ,7:.i`-c�p'�:' i'? Tr'CUT ►or;3 SITE AND EXPLORATION PLAN ,:rar> ~i,'1•''•',.u... ,> ,t. '`�`, ::�:' �FxY>::+_'"^'°.,r•,;• • ��, .50.'.h�x• = � ;.'. ;•r:i;;r,;+e�:«...•�v.,.. �''>•ir.arch 2011 21-1-21465-001 5 SHANNON 6 WILSOoN, INC..ser o�FIG. 2 o.ot.a.rN.,a eR,bn.a+ APPENDIX A SUBSURFACE EXPLORATION SHANNON 6WILSON, INC. 21-1-21465-001 1 L j APPENDIX A SUBSURFACE EXPLORATION TABLE OF CONTENTS SHANNON 6WILSON, INC. Page A.1 GENERAL...................................................................................................................... A-1 A.2 SOIL, BORINGS............................................................................................................. A-1 A.2.1 Drilling Procedures........................................................................................... A-1 A.2.2 Standard Penetration Tests (SPTs)................................................................... A-2 A.2.3 Modified California Sampler (MCS)................................................................ A-2 A.2.4 Groundwater Observations.............................................................................. A-3 A.3 REFFERENCE............................................................................................................... A-3 21-1-21465-001 R1-AA.aocx/wp/Ikn 21-1-21465-001 A -i FIGURES A-1 Soil Classification and Log Key (2 sheets) A-2 Log of Boring B-1 A-3 Log of Boring B-2 A-4 Log of Boring B-3 21-1-21465-001 R1-AA.aocx/wp/Ikn 21-1-21465-001 A -i APPENDIX A SUBSURFACE EXPLORATION A.1 GENERAL SHANNON &WILSON, INC. The field exploration program for the sanitary sewer system replacement project included the drilling and sampling of three borings. The location of the borings was determined based on the preliminary construction design. "The approximate locations of the borings are shown in the Site Plan, Figure 2, presented in this report. A representative from Shannon & Wilson, Inc. was present throughout the field exploration period to observe the sampling operations, retrieve representative soil samples for laboratory testing, and prepare descriptive field logs for the explorations. Soils were classified in general accordance with ASTM International (ASTM) Designation: D 2488, Standard Recommended Practice for Description of Soils (Visual -Manual Procedure). Figure A-1 presents the key to our classification of the materials encountered. The current exploration logs completed by Shannon & Wilson, Inc., are presented as Figures A-2 through A-4. A.2 SOIL BORINGS The subsurface exploration performed for this project included the drilling and sampling of three borings drilled to a maximum depth of 211/2 feet below the existing surface grades by using a CME -75 truck -mounted drill rig. Soil samples from the borings were collected in plastic jars and 2%2- x 6 -inch stainless steel soil sample liners at selected depth intervals. After the samples were classified by our site representative, the plastic jars and sample liners were immediately sealed with plastic end caps to preserve the moisture in the soil samples. A.2.1 Drilling Procedures The soil borings were completed by V&W Drilling, Inc. of Stockton, California, under subcontract to Shannon and Wilson, Inc. The borings were drilled on March 10, 2011. 21-1-21465-001 RI-AA.docxWkn 21-1-21465-001 A-1 SHANNON &WILSON, INC. Six -inch -diameter solid flight augers were used to complete the borings. After completion of the borings, the borings were backfilled with a slurry of neat cement, bentonite, and water as required by the Butte County Public Health Department. A.2.2 Standard Penetration Tests (SPTs) SPTs were performed in the borings at selected depths. The tests were performed in general accordance with ASTM Designation: D 1586, Standard Method for Penetration Testing and Split -barrel Sampling of Soils. The SPT consists of driving a 2 -inch outside -diameter (O.D.) split -spoon sampler a distance of 18 inches into the bottom of the borehole with an automatic 140 -pound hammer falling 30 inches. The number of blows required for the last 12 inches of penetration is termed the Standard Penetration Resistance (N -value). The N -value is an empirical parameter that provides a means for evaluating the relative density, or compactness, of granular soils and the consistency, or stiffness, of cohesive soils. The N -values are plotted on the boring logs. The split -spoon sampler used during the penetration testing recovered disturbed samples of the soil. The samples were field classified and recorded on the logs by our field representative. The samples were collected in plastic jars and immediately sealed to preserve the moisture in the sample. At the completion of our field exploration all soils samples were taken back to our office and a laboratory testing program was developed. A.2.3 Modified California Sampler (MCS) At selected depths, soil samples from the borings were collected using a split -spoon Modified California Sampler (MCS). The MCS used has a 3%4 -inch and was lined with 21/2 -inch - diameter brass tubes. The MCS was driven a distance of 18 inches into the bottom of the borehole with an automatic 140 -pound hammer falling 30 inches. The number of blows required for the last 12 inches of penetration was recorded for each sample. The blow count values are plotted on the boring logs. The MCS samples were field classified and recorded on the logs by our field representative. The sample liners were immediately sealed with plastic end caps to preserve the moisture in the soil samples. At the completion of our field exploration all soil samples were taken back to our office and a laboratory testing program was developed. 21-1-21465-001 R1-AA.docx/wp/Ilrn 21-1-21465-001 A-2 -- SHANNON &WILSON, INC. A.2.4 Groundwater Observations Groundwater was observed in our borings at depths ranging from approximately 19 to 19 % feet below the ground surface on March 10, 2011. Groundwater measurements were generally taken upon completion of the boring prior to backfilling. Test borings may not have been left open long enough for groundwater levels to reach static equilibrium. A.3 REFERENCE ASTM International (ASTM), 2009, Annual book of standards -construction, v. 4.08, soil and rock, (1): D 420 — D 5611: West Conshohocken, Pa. 21-1-21465-001 R1-nn.a0ox/wp/Ikn 21-1-21465-001 A-3 Shannon & Wilson, Inc. (S&W), uses a soil classification system modified from the Unified Soil Classification System (USCS). Elements of the USCS and other definitions are provided on this and the following page. Soil descriptions are based on visual - manual procedures (ASTM D 2488-93) unless otherwise noted. S&W CLASSIFICATION OF SOIL CONSTITUENTS • MAJOR constituents compose more than 50 percent, by weight, of the soil. Major constituents are capitalized (SAND). • Minor constituents compose 12 to 50 percent of the soil and precede the major constituents (silty SAND). Minor constituents preceded by "slightly" compose 5 to 12 percent of the soil (slightly silty SAND). • Trace constituents compose 0 to 5 percent of the soil (slightly slaty SAND, trace of gravel). MOISTURE CONTENT DEFINITIONS Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, from below water table ABBREVIATIONS ATD . At Time of Drilling Elev. Elevation ft feet HSA Hollow Stem Auger ID Inside Diameter In inches lbs pounds Mon. Monument cover N Blows for last two 6 -inch Increments NA Not Applicable or Not Available OD Outside Diameter OVA Organic Vapor Analyzer PID Photolonization Detector ppm parts per million PVC Polyvinyl Chloride SS Split Spoon sampler SPT Standard Penetration Test USC Unified Soil Classification WLI Water Level Indicator GRAIN SIZE DEFINITIONS DESCRIPTION SIEVE SIZE FINES < #200 (0.8 mm) SAND" RELATIVE • Fine #200 - #40 (0.4 mm) • Medium 440 - #10 (2 mm) • Coarse #10 - #4 (5 mm) GRAVEL' Very soft • Fine #4 -2 Inch • Coarse a - 3 Inches COBBLES 3 -12 Inches BOULDERS > 12 Inches Unless otherwise noted, sand and gravel, when present, range from fine to coarse in grain size. RELATIVE DENSITY! CONSISTENCY COARSE-GRAINED SOILS FINE-GRAINED/COHESIVE SOILS N, SPT, RELATIVE N, SPT, RELATIVE BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY 0-4 Veryloose <2 Very soft 4-10 Loose 2-4 Soft 10-30 Medium dense 4-8 Medium stiff 30-50 Dense 8-15 Stiff Over 50 Very dense 15-30 Very stiff Over 30 Hard WELL AND OTHER SYMBOLS s Cement/Concrete En Asphalt or PVC Cap ® Bentonite Grout ® Cobbles Bentonite Seal ® Fill Slough 4',4 Ash Silica Sand ® Bedrock 2" I.D. PVC Screen Gravel (0.020 -Inch Slot) Gridley Farm Labor Housing Improvements Gridley, CA SOIL CLASSIFICATION AND LOG KEY March 2011 21-1-21465-001 SHANNON & WILSON, INC. FIG. A-1Geotechnical and Environmental Consukants I Sheet 1 of 2 s Kev.2 UNIFIED SOIL CLASSIFICATION SYSTEM (From ASTM D 2488-93 & 2487-93) MAJOR DIVISIONS GROUP/GRA$ IC SYMBOL (2 TYPICAL DESCRIPTION Clean Gravels GW o 00 Well -Graded Gravels, Gravel -Sand Gravels (less than 5% fines) Mixtures, Little or No Fines GP it Poorly Graded Gravels, Gravel -Sand (more than 50% " Mixtures, Little or No Fines ofcoarse Gravels with GM Silty Gravels, Gravel -Sand -Silt Mixtures fraction retained on No. 4 sieve) Fines (more Coarse -Grained than 12% lines) GC Clayey Gravels, Gravel -Sand -Clay Soils (more than Mixtures 50•/ retained on No. 200 stove) Clean sands SW Well -Graded Sands, Gravelly Sands, Little No Fines Sands (less than or SP Poorly Graded Sand, Gravelly Sands, (50.16 or more 5% fines) of coarse Little or No Fines (use Dust Symbols for 5. 12% Fines fraction passes the Sands with SM Silty Sands, Sand -Silt Mixtures (i.e. GP -GM)) 1t) No. 4 sieve) Fines (more SC Clayey Sands, Sand -Slit Mixtures than 12% fines) Inorganic Silts of Low to Medium ML Plasticity, Rock Flour, or Clayey Silts Silts and Clays Inorganic With Slight Plasticity (liquid limit Inorganic Clays of Low to Medium less than 50) CL Plasticity, Gravelly Clays, Sandy Clays, Fine -Grained Soils Silty Clays, Lean Clays (50% or moreOrganic OL _ Organic Silts and Organic Silty Clays of passes the — — Low Plasticity No. 200 sieve) CH Inorganic Clays of Medium to High Inorganic Plasticity, Sandy Fat Clay, Gravelly Fat Clay Silts and Clays (liquid limit MH Inorganic Silts, Micaceous or Dletomaoeous 60 or more) Fine Sands or Silty Soils, Elastic Slit Organic OH Organic Clays of Medium to High Plasticity, Organic Silts Highly Organic Primarily organic matter, dark in PT Peat, Humus, Swamp Soils with High Soils color, and organic odor Organic Content (See D 4427-92) NOTES 1. Dual Symbols (symbols separated by a hyphen, i.e., SP -SM, slightly silty fine SAND) are used for soils with between 5% and 12% fines or when the liquid limit and plasticity index values plot In the CL -ML area of the plasticity chart. 2. Borderline symbols (symbols separated by a slash, i.e., CL/ML, silty CLAY/clayey SILT; GW/SW, sandy GRAVEL/gravelly SAND) Indicate that the soil may fall into one of two possible basic groups. Total Depth: 20 ft. Northing: Drilling Method: Solid Auger Boring Diem.: 6 in. Top Elevation: — 95 ft. Easting: Drilling Company: V&W Rod Diam.: 6-inch-diameter Vert. Datum: Station: Drill Rig Equipment: CME 75 Hammer Type: Automatic Hodz. Datum: Offset: Other Comments: SOIL DESCRIPTION 4:� ov V PENETRATION RESISTANCE (blows/foot) Refer to the report text fora proper understanding of the .1 E a 2 Z m ♦ Hammer Wt&Drop: 140lbs/30inches subsurface materials and drilling methods. The stratification a E o` n lines indicated below represent the approximate boundaries t] (0 between material types, and the transition may be gradual. 0 20 40 60 Concrete Pavement, 2.5 inches thick. 0.6 4,0 ' t= """� _"------ ----- .-?" ""-`: "-" "-"`------ -- ' ' ' ' ' ' "- ' ' ' ......... Aggregate Base, 5 inches thick. Loose, brown, silty, fine SAND; moist; (Qa) M. SM sH 5 ...... - - - ........ - - ----- ......... -7-7.7-7-7-7 --- ......... Medium stiff, brown, sandy CLAY; moist (Qa). CL. ......... - - ::::::::: ......... - ......... ......... ::::..... Grades to stiff. 3= • 10 ... j__:__AD _... -----__-::. 14.0 4" 15 ......... ..... .... Medium dense, mottled brown with reddish brown, silty, fine SAND; moist; (Qa) SM. " Dense, grayish brown, silty, fine SAND, trace 9 Yi Y ' 5_T g ......... ::: ..........::::::::: _..---.. j:::: .....:..._... _. _.. _. of gravel; moist (Qa) SM. 20.0 - 20 :._:.:.:_:..:.:.:.:. .:.:.:.:_:_:_:_:_:_ _:..:_:..:_:._:._:..:_:. BORING COMPLETED 03/10/2011 0 25 30 35 40 45 ......... ......... ........ 0 20 40 60 LEGEND * Sample Not Recovered $Z Ground Water Level ATD O % Fines (<o.o75mm) Standard Penetration Test • % Water Content H Modified California Sampler Plastic Limit 1 0 Liquid Limit Natural Water Content Gridley Farm Labor Housing Improvements NOTES Gridley, CA 1. Refer to KEY for explanation of symbols, codes, abbreviations and definitions. 2. The stratification fines represent the approximate boundaries between soil types, and the transition may be gradual. LOG OF B'1 3. The discussion in the text of this report Is necessary for a proper understanding of ft nature of the subsurface materials. 4. Groundwater level, if Indicated above, Is for the date specified and may vary. March 2011 21-1-21465-001 5. USCS designation is based on visual-manual classification and selected tab testing. SHANNON $ WILSON, INC. FIG. A-2 Geotechnkxl and Environmental ConsuHants Total Depth: 20 ft. Northing: Drilling Method: _SolIdAuaer Boring Diam.: 61n. Top Elevation: —95 R. Easting: Vert. Datum: Drilling Company: V&W Rod Diam.: 6 -inch -diameter Station: Horiz. Datum: Offset: Drill Rig Equipment: CME75 Hammer Type: Automatic Other Comments: SOIL DESCRIPTION Refer to the report text fore proper understanding of the +>= o v ` PENETRATION RESISTANCE (blowslfoot) subsurface materials and drilling methods. The stratification w♦Hammer a E ......... p m 2 Wt. & Drop: p: 140 Itis /30 inches lines lndlcated below represent the approximate boundaries d 10 between material types, and the transition may be gradual fa) 7-77-7 - tm D Sod, brown, silty SAND, moist 0.8 0 20 4o so NOTES 1. Refer to KEY for explanation of symbols, codes, abbreviations and definitions. 2. The stratification lines represent the approximate boundaries between soh types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, If Indicated above, Is for the date specified and may vary. 5. USCS designation Is based on visual -manual classification and selected lab testing. Gridley Farm Labor Housing Improvements Gridley, CA LOG OF B-2 March 2011 21-1-21465-001 SHANNON & WILSON, INC. FIG. A-3 Geotechnical end Environmental Consultants Loose, brown, silty, fine SAND; moist; Qa . . . . . . _:: ' • • ' ' ' ' ' ' ' ' ' ' • 2" 5 .. . ...... ......... 3H 10 - - - - 7-77-7 - .. _..__.._....___..__..___._:____ ......... ..:......:...:_:___ .._.._..__......_____...... Medium dense, reddish brown, silty SAND, 13.0 trace of gravel; moist (Qa) SM. " " ........ ......... 15 _ ' Medium dense, grayish brown, slightly silty, 18'0 fine to medium SAND; moist to wet (Qa) SM. 20.0 5" 20 . BORING COMPLETED 03/10/2011 -_-_-_..-..- --- ----------------------------1-.--7:_:_:..:._:_:_:_: ..........--- __..........____-___:_:_:.. 25 :::::.... ......... ......... ......... 30 -------- -------------.---------_.._._-.._ ......... ......... ......... 35 :::::::.. ......... ---------- ........ -:-...._.:_r�_:_:_ ... ... ......... 45 o... ......-- LEGEND 0 20.........40.:: 60 * Sample Not Recovered $Z Ground Water Level ATD O % Fines (<o.075mm) = Standard o Penetration Test • % Water Content H Modred California sampler NOTES 1. Refer to KEY for explanation of symbols, codes, abbreviations and definitions. 2. The stratification lines represent the approximate boundaries between soh types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, If Indicated above, Is for the date specified and may vary. 5. USCS designation Is based on visual -manual classification and selected lab testing. Gridley Farm Labor Housing Improvements Gridley, CA LOG OF B-2 March 2011 21-1-21465-001 SHANNON & WILSON, INC. FIG. A-3 Geotechnical end Environmental Consultants J Total Depth: 21.5 ft. Northing: Drilling Method: SolidAucfer Boring Diam.: 6In. Top Elevation: — 95 ft. Easting: Drilling Company V&W Rod Diam.: 6 -inch -diameter Vert. Datum: Station: Drill Rig Equipment: CME 75Hammer Type: Automatic Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION+1= Refer to the report text /or a proper understanding o/the materials and drilling methods. The stratification lines Indicated below represent the approximate boundaries between material types, and the transition may be gradual. Concrete pavement, 2.5 inches thick 'K w n m 0 0.6 o a E � � • 40)y m � t -0 S:2)subsurface o m w (D d PENETRATION Hammer 0 . -: : ...... ......... RESISTANCE Wt. &Drop: 140 20 ......... ......... (blowstfoot) lbs 130 Inches 40.. 60 -- ::---:_:_:._--- Aggregate base, 5 inches thick Loose, brown, silty, fine SAND; moist; (Qa) SM. 5 - - - .. 1.0 3H -77 -:-."-7"7"7-:*-7' ......__.......______.___......._..____:..:._:_:_:. ......... ......... Medium dense, brown, silty, fine SAND to stiff, _":-:_'..;""' .--'-----••--••--_"_-_ ......... ••--•- - :.. brown, sandy SILT; moist; (Qa) SM -ML. 13.0 ; . 15 ......... -77 ......... - ._..__................... ......... ........ -- ......... ' ' ' ' ' . ' ' Medium dense, yellow brown to gray brown,' silty, fine to medium SAND; moist to wet; (Qa)• SM. • . • • • • • • • • - Q. - - ---- -- _ 21.5 s 20 = W... ----:-:_:_:_. :.•_____________.....:_:_:..::._:_:_:_:. BORING COMPLETED 03/10/2011 ......... ........ 25 ......... ...... ......... ........ ------------ 30 ......... 40 ......... ......... ......... 45 ......... ......... .. LEGEND 0 20 40 60 * Sample Not Recovered jZ Ground Water Level ATD O % Fines (<o.o75mm) Standard Penetration Test 0 % Water Content P/ Modified California Sampler TES 1. Refer to KEY for explanation of symbols, codes, abbreviations and definitions. 2. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, if Indicated above, Is for the date specified and may vary. 5. USCS designation is based on visual -manual classification and selected lab testing. Gridley Farm Labor Housing Improvements Gridley, CA LOG OF B-3 March 2011 21-1-21465-001 SHANNON & WILSON, mINC. FIG. A-44 Geotechnical and Env mnental Consultants SHANNON 6WILSON, INC. APPENDIX B GEOTECHNICAL LABORATORY TESTING PROCEDURES AND RESULTS 21-1-21465-001 SHANNON 6WILSON, INC. APPENDIX B GEOTECHNICAL LABORATORY TESTING PROCEDURES AND RESULTS TABLE OF CONTENTS Page B.1 GENERAL.......................................................................................................................B-1 B.2 JAR SAMPLES...............................................................................................................B-1 B.3 MODIFIED CALIFORNIA SAMPLES..........................................................................B-1 B.4 WATER CONTENT DETERMINATION......................................................................B-2 B.5 IN SITU DRY DENSITY DETERMINATION..............................................................B-2 B.6 UNCONFINED COMPRESSIVE STRENGTH.............................................................B-2 B.7 ATTERBERG LIMITS....................................................................................................B-2 B.8 RESISTANCE ("R") VALUE.........................................................................................B-3 B.9 CORROSION TESTS......................................................................................................B-3 B.10 REFERENCE...................................................................................................................B-4 TABLE B-1 Summary of Laboratory Results FIGURES B-1 Plasticity Chart B-2 Resistance Value Test Results B-3 Soil Corrosion Test Report 21-1-21463-001 R1-AB.docx/wpnkn 21-1-21465-001 B -i SHANNON 6WILSON, INC. APPENDIX B GEOTECHNICAL LABORATORY TESTING PROCEDURES AND RESULTS B.1 GENERAL This appendix contains descriptions of the procedures and results of geotechnical laboratory tests performed for our study of the sanitary sewer system replacement project. Samples recovered from borings and grab samples were tested to evaluate the basic index and engineering properties of the subsurface soils. Geotechnical laboratory testing of recovered soils included visual classifications, natural water content determinations, in situ dry densities, unconfined compressive strength, Atterberg Limits, Resistance C'W') value and corrosion tests. All laboratory testing was performed in general accordance with ASTM International (ASTM) standard test procedures. The geotechnical laboratory testing was conducted at the Wallace - Kuhl & Associates laboratory in West Sacramento, California. The corrosion testing was conducted at the Sunland Analytical Laboratories in Rancho Cordova, California. B.2 JAR SAMPLES Standard Penetration Test samples were stored in 16 -ounce, clear plastic jars. Jar samples were stored in cardboard boxes (up to 12 jars per box). Our field representative examined and classified the soil samples during our field exploration. At the completion of our field exploration all soil samples were taken back to our office and a laboratory testing program was developed. Our engineer reviewed the samples in the office and assigned laboratory testing in accordance with our scope of services. B.3 MODIFIED CALIFORNIA SAMPLES The Modified California Sampler used has a 3 %4 -inch outside -diameter and was lined with 2%2 -inch -diameter brass tubes to collect soil samples. Our field representative examined and classified the soil samples during our field exploration. At the completion of our field exploration all soil samples were taken back to our office and a laboratory testing program was developed. Our engineer reviewed the samples in the office and assigned laboratory testing in accordance with our scope of services. 21-1-21465-001 R1-as.aocx/wpnkn 21-1-21465-001 B-1 SHANNON fiWILSON, INC. B.4 WATER CONTENT DETERMINATION The natural water contents of select soil samples recovered from our borings were determined in general accordance with ASTM D 2216-98, Standard Method of Laboratory Determination of water (Moisture) Content of Soil, Rock, and Soil -Aggregate Mixtures. Comparison of natural water content of a soil with its index properties can be useful in characterizing soil unit weight, consistency, compressibility, and strength. Water contents are included with test results presented in Table B-1 and in the boring logs presented in Appendix A. B.5 IN SITU DRY DENSITY DETERMINATION The in situ dry densities of select soil samples recovered from our borings were determined in general accordance with ASTM D2937-94, Standard Test Method for Density of Soil in Place by the Drive -Cylinder Method. In situ dry densities of select soil samples are included with test results presented in Table B-1. B.6 UNCONFINED COMPRESSIVE STRENGTH The unconfined compression test is a compressive test performed on an unconfined cylindrical specimen of soil in general accordance with ASTM D 2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. The unconfined compression is taken as the maximum load attained per unit area, or the load per unit area at 15 percent axial strain, whichever occurs first during the performance of a test. The unconfined compression test is a relatively simple and quick test to estimate the undrained shear strength of the soil, which is taken as one-half the unconfined compressive strength of the sample. In this test there is no lateral support, so the sample should be cohesive such that it could stand alone during the testing. The unconfined compressive strength of a select soil sample is included with test results presented in Table B-1. B.7 ATTERBERG LIMITS Soil plasticity was determined by performing Atterberg Limits tests on several fine-grained sample, or a sample with greater than 50 percent passing the No. 200 sieve. The test was performed in general accordance with ASTM D 4318, Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. The Atterberg Limits results include Liquid Limit (LL), Plastic Limit (PL), and Plasticity Index (PI=LL -PL). These limits are generally used to assist in classification of soils, to indicate soil consistency (when compared to natural water content), to provide correlation to soil properties, and to evaluate clogging potential. 21-1-21465-001 R1-AB.docx/wp1&n 21-1-21465-001 B-2 SHANNON 8WILSON, INC. The LL, PL, and PI values determined from the Atterberg Limits tests are shown on the plasticity chart included as Figure B-2. The plasticity chart provides the Unified Soil Classification System group symbols, the sample description, sample depth, natural water content, and percent passing the No. 200 sieve (if a grain size analysis was performed). The results of the Atterberg Limits determinations are also shown graphically on the exploration logs presented in Appendix A. B.8 RESISTANCE ("R") VALUE The Resistance ("R') value of a composite sample of near -surface soils was determined in general accordance with ASTM D 2844, Standard Test Method for Resistance R -Value and Expansion Pressure of Compacted Soils. This test method is generally used to measure the potential strength of subgrade and to assist in the design of pavements. The results of this test are presented in Figure B-3. B.9 CORROSION TESTS A composite sample of near -surface soils was submitted to Sunland Analytical, which tested the samples for a variety of corrosion parameters, including pH, minimum resistivity, chloride and sulfate concentrations. A copy of the corrosion test results is provided as Figure B-4. Soil measurements were determined by the U.S. Environmental Protection Agency (EPA)- or ASTM -approved analytical methods. The following parameters were tested: pH: Soil pH is an indication of the acidity or alkalinity of soil and is measured in pH units. Soil pH is defined as the negative logarithm of the hydrogen ion concentration. The pH scale goes from 0 to 14 with a pH of 7 as the neutral point. As the amount of hydrogen ions in the soil increases, the soil pH decreases, thus becoming more acidic. From a pH of 7 to 0, the soil is increasingly acidic; from a pH of 7 to 14, the soil is increasingly alkaline or basic. Soils commonly have a pH range of about 5 to 8. The pH test methods used included the EPA 9045 method and the ASTM D 4972 method. Resistivity: Soil resistivity is a measure of the tendency for electrical currents produced during the corrosion process to flow freely through the electrolyte. A decrease in resistivity relates to an increase in potential corrosion activity. In general, for gravelly soils with little fine matrix, typical resistivity values range from about 50,000 to 100,000 ohm centimeters (S2 -cm). For soils that are silty or clayey, the resistivity decreases to range from about 1,000 to 20,000 0 -cm. ■ Sulfate and Chloride Concentration: Sulfate is an ion that can lead to damage to metallic and concrete structures. Chloride is an ion that converts to hydrochloric acid, which can cause corrosion of metals. Also, its presence tends to decrease the soil resistivity. Chlorides may be found naturally in soils as a result of brackish groundwater 21-1-21465-001 x1-AB.aocx/wpAkn 21-1-21465-001 B-3 SHANNON 6WILSON. INC. and historical geological sea beds or from external from high organic content or the presence of pollutants. B.10 REFERENCE ASTM International (ASTM), 2009, Annual book of standards -construction, v. 4.08, soil and rock, (I): D 420 — D 5611: West Conshohocken, Pa. 21-1-2146"01 R1-A13.docxhvpAkn M, 21-1-21465-001 SHANNON 6WILSON. INC. TABLE B-1 SUMMARY OF LABORATORY RESULTS Boring Identification Sample Identification Sample Depth (ft) ASTM D2216 Water Content (%) ASTM D2937 Dry Unit Weight (pcf) ASTM D2166 Unconfined Compressive Strength (tsf) B-1 2 4.5-5 20.1 --- --- B-1 3 9.5-10 20.4 91 1.09 B-1 4 14.5-15 31.2 --- --- B-2 2 4.5-5 18.0 93 --- B-2 3 9.5-10 15.2 94 --- B-2 5 19.5-20 20.2 -- B-3 2 6-6.5 18.9 82 --- B-3 3 11-11.5 18.7 93 --- B-3 4 16-16.5 7.5 --- --- Notes: % = percent ASTM = ASTM International ft = feet below existing site grades pcf = pounds per cubic foot tsf = tons per foot 21-1-21465-001 R1-AB.docxfWkn 21-1-21465-001 E )v 10 F CL 10 • CL -M ML r OL MH r OH 0 0 10 20 30 40 so E.0 70 80 90 100 110 LEGEND 0 0 i? v CL: Low plasticity inorganic u, clays; sandy and silty z clays Z* CH: High plasticity inorganic c clays -+ N ML or OL: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic silts and clayey silts of high plasticity CL -ML: Silty clays and clayey silts LIQUID LIMIT - LL (%d) BORING AND DEPTH U.S.C.S. SOIL LL PL I PI NAT. PASS. Gridley Farm Labor Housing Improvements SAMPLE NO. (feet) SYMBOL CLASSIFICATION % % % W.C. % #200, % Gridley, CA 1, S3 9.5 CL Stiff, brown, sandy CLAY 33 22 11 20.4 PLASTICITY CHART March 2011 21-1-21465-001 SHANNON & WILSON, INC. FIG. B-1 Geotachnlcal and EmirmMntal Consultants RESISTANCE VALUE TEST RESULTS (ASTM D2844) (California Test 3 01) Soil Classification: Brown, silty sand (SM) Location: Samples B1/133 (1' to 3'); untreated. Specimen Number Dry Unit Weight ( c Moisture at Compaction % Exudation Pressure si Expansion Pressure s Resistance Value 1 115 15.1 151 134 11 2 118 13.6 311 199 50 3 1 119 1 12.6 732 502 66 R -Value at 300 psi Exudation Pressure = 49 pcf = pounds per cubic foot psi = pounds per square inch f r Sunland Analytical 11353 Pyrites 1Vay. Suite 4 Rancho Cordova, CA 95670 (916) 852-8557 Date Reported 03/16/2011 Date Submitted 03/10/2011 Tot Mauricio Luna Shannon & Wilson, Inc. 1722 3rd St, Ste#100 Sacramento, CA 95811-6208 Proms Gene Oliphant, Ph.D. \ Randy Horne General Manager \ Lab Manage The reported analysis was requested for the following locations Location t 21-1-21465-001 Site ID s 81/83 @ 1-31. Thank you for your business. For future reference to this analysis please use SUN # 59703-121847. ------------------------------------------------------------------------------- EVALUATION FOR SOIL CORROSION Soil pH 7.41 Minimum Resistivity 1.63 ohm -cm (x1000) Chloride 38.6 ppm 00.00386 $ Sulfate 59.7 ppm 00.00597 METHODS PH and Min.Resistivity CA DOT Test #643 Sulfate CA DOT Test #417, Chloride CA DOT Test #422 SHANNON 6 WILSON, INC. APPENDIX C IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ENVIRONMENTAL REPORT 21-1-21465-001 SHANNON & WILSON, INC. Attachment to and part of Report 21-1-21465-001 Geotechnical and Environmental Consultants Date: March 24,.2011 To: Mr. David Morrow Brown and Caldwell IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ENVIRONMENTAL REPORT CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT'S REPORT IS BASED ON PROJECT -SPECIFIC FACTORS. A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project -specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope -of -service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. Page 1 of 2 1/2011 A REPORT'S CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather, they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland Page 2 of 2 1/2011 ELECTRIC b b t,�,l VAULT .. i PAI M 1 M 1 CP -- �► 1548 •. (moi •sI� . y 'M h Dr• ,. ' ^.• J• 7 a ':` �'.; t . ' �_'•' • °O a S , ' X13 -Z 115 1 •t f _ c_ p 54 , • � .,: t , _ 'i ,= W _ �tp0/' Bo thDr• •,i: "Cq I� 1545 N , guss„-r-----'" ofJ Q US ANCE e P t MAINTEN .. 2 ; X t 3LDG- ONLY WATER _. - ,: CONNECTIONlb'r i _� , V) ► + -.l 1 p -•--1543 .Cuss ( Ve' '~.. '.:1 - r• , • Type BsPT J INTENANCE 1 , • p 4 j s� 30 111 15 BLDG r t O N LY U1/ATE 1 , AUG 0 8 2016 DEVELOPMENT SERVICES Symbols Legend EE DRAIN INLET • PIPE (INLET/OUTLET) C� FIRE HYDRANT da AUTOMATIC SPRINKLER VALV 04 GAS VALVE * WATER VALVE cZb JOINT UTILITY POLE SEWER MANHOLE -3 GUY ANCHOR/POLE qb POWER POLE ® ELECTRIC PULLBOX/PEDESTA © TELEPHONE PULLBOX/PEDES' ® CABLE TV PULLBOX/PEDEST/ LIGHT STANDARD ELECTRIC METER GAS METER BACK FLOW PREVENTER TELEPHONE POLE FLAG POLE �jE• LIGHT POST O SEWER CLEAN-OUT e GATE POST r?Z MAIL BOX O AREA DRAIN INLET — SIGN UTILITY PULLBOX/PEDESTAL - • BOLLARD © DRAIN MANHOLE DECIDUOUS TREE '--- TOP OF SLOPE E----- FLOWLINE Gs.----- GRADE BREAK -'--- EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE (E)BLDG EXISTING BUILDING EXISTING CONCRETE TO 1 t }:. »r• ,f• = NEW CONCRETE RE-ESTABLISH LANDSCAF DAMAGED BY CONSTRUE = FRONT OR SECONDARY E Q W = NEW WATER SERVICE VP NEW SITE PLAN GENERAL NOTES A New water service vaults have been installed at each building in line with the existing demising wall, approximately 5 feet from the front wall. Temporary PVC lines have been installed from the new water service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new residence, Ting for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all new water service fixtures. All existing water service lines are to be abandoned. As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and concrete are to be flush. Re -set as needed. Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical, Plumbing and Electric work to be delivered through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the cave. Water service will be totally new from service vault throughout unit. Electric will be totally new at interior; at exterior service lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric Codes. C Clothes poles shown on plan are new, replacing demolished out -of - plumb poles. All other clothes poles are to remain. All poles are to be fitted with new lines, attachments and turnbuckles -- see Detail 45 on Sheet A704. Existing poles are painted with lead based paint, Prepare for -new. paint. following HAZMAT protocols as described in Project ' manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number should be verified by the Contractor. D Protect all Utility poles, security cameras on utility poles, maintenance buildings and Community Building on Staff Drive. Protect trees and other landscaping during construction. Repair or replant landscaping damaged by new construction with like materials. E See Appendix A, Specification Section 02 05 50 Demolition, for minimum concrete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. F See Appendix A, Specification Section 02 05 50 Demolition for a list of lead-based paint contaminated front porch posts to be removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. G All wood bollards to be removed. On Authority Drive and Sussex Avenue and in the Rose Garden there are approximately 259 bollards. On the portion of Booth Drive that may be included in Phase 1 there are approximately 91 bollards. Contractor to verify The H.A. retains the first right of refusal on all heavy chain. H All new concrete to have control joints as shown, as described in Keynotes and/or to minimize in -field cracking -- see Detail 11.1 on I Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PLAN KEYNOTES Mark Keynote I New concrete filled bollard at each parking space or as otherwise shown on plans. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure -- typical all units, See Detail A, Sheet A012 -- configuration of enclosures varies: 2 sides, 3 sides or grouped together 4 Replace portion of existing parking pad or pour new parking pad. For typical tie-in between existing and new concrete, see Detail 5, A701. 5 Existing patio to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 INOT USED 8 Install area drain and under-flatwork drain pipe at enclosed plant area. See Specification Section 32 90 00 9 INew flatwork at accessible unit. See Vignette 4, Sheet A022 10 Dividing line between existing building and addition 11 Community Playground 12 Line of existing hedge `13 1 Water line stub out for new drinking fountain at plaround tt PERMIT# BUTTE COUNTY DEVELOPMENTSERVICES REVIEWE® FOR CO EOMPLIOCE -•r""' DATE_ By SCALE: 1 = 20'-0" iii// 1� CO CID o:� S iai. d<o � � It+ W �vW o t 40 ."Ke PATRICIA Ct` A.,,RNA o. C14558 4.02J1201, oa � " 00 o 4--1 aA ° o V . .�, 44 Q , 0 C U N w �I gj H W 0 r , w H--� U.) a � Ld oho® DATE 12/31/2013 ' • DRAWN BY PB JOB10010 SHEET �)/') .. �, , -1, .. . -i -.- . . ... V..:,. I 1;: . H I. -IS. . It '.�z .. ..... �1- I i � -- - C 0 .--..__.......-.._..__--.....--...........:......�..._..._..._.-,.-...._...._..._. ----- _.......- .--.---_-...--...........-... _ • .....----2 --- .. — . 14 t e f I GENERAL NOTES . (p I a( �t I .,- &V A � See Floor Plan Sheets for all dimensions and other notes -- - • -?-.... - .. _.___--- _ _ . . B - Wall Legend: _ _ ! . of lh` PGh% I ipU t- -Framed walls in lieu of CMU walls - ^ _ _-_ HdLP 120 W 0!j - -_E G� ;As denoted on Floor plans sheets ._ _._-_-______-._.-.-_ i C Wall Schedule: --__.... . ---------........ o . t i i � F. .. I .4- __------- ---------.-.... -' ---'- 2 ---� 2 x 4 @ 16" o.c. ,stucco assembly at exterior; at interior, ! �, M ' I . - T .. I _ -,- - -1 t ;1/2" gyp. bd.; R-13 insulation at stud bays � 0)i _.. . . _--. - - -- '- .. _ _ _ _ _ I'll. i _ _ _ _5 ! U cn r ca ~i TI ---© At Storage Room: 2 x 4 @16" o.c, with U2" CDX �""~�► ` o v C4 to _� i m 1 ( ' 7 plywood over 5/8" type "x" gyp. bd.; R-13 insulation in • M � a . N E ( 1 ;stud bays : ) . -i N 2 M CD �' ! .. -' - ---...... - ---- - -- - — sa .. r 4• y ��� q��, I 2 :--•--� 2 x 4 framed walls at interior CMU walls - no insulation V . , . .. i • 13 Il this portion �,� _+ I P .. .. r � �. � I Note: (Ceiling finishes at Laundry and Storage Room are the �-� �• f ��•� _••��� O Sthe walls -- -2 'n insulation at rafter ba s same R 1 t s as - 1: 4 . -, �� : %! .. `' -_" .1 __ I -..--- ---- .. ..- - -'-- --.... y _..- H Iii 0 a IZ7. 2� ? :! 20/Zol(v -1 t :A, -as W ;, r - ' . r ' KEYNOTES _ __._- ...... - _ - -- - - _— ! �'(� L Gfii�M I �� ?.a .. Q . Pp� /�, I 1 Relocated electric panels -- verif location with PG&E .t..1. �dL r" � i%t•'T ro�ro& '� J , • ;,' p _ _ -- y -- -- - - ---- --- r' % . . .. - • ' 2 jRelocated gas meters --verify_ location with PG&E . vll!iptV:.. t1ll r !: r . ti rC I T - --- -- - - - - X17 Gl' +� o {�G� IW/A -- •- 3 Framed wall / existing CMU wall connection similar to Detail 2, . • this Sheet K ..v r ✓srA^ ` a r n z"'<aj �{//f J o1 . '.1 -- ... -._ .. .. ----- - • ---._...—.----.. . L ��, t r .Li.Y..«.:i6is:k. w.+.iiif,V.x-"�RaaY.:;i�.`=iiilt /V/}.r.lL j_ ..� .. .. __ Il ..._ ---_ . .... _— : - , li I t I . . . . a i 4 4 Sheet metal shroud for clothes dry venti - ___ - 0 + //� l}clE� •� ( �. .. :.., �7 � 1* .. ....? .... f A, 5 Location for clothes dryer _----......- - -- a �.: •►*1+P ___ - 161 F ( far clothes washer _ �.- __ - - 6 - Location _... ..... --- - --- ........ _._ _. a ARNAR ♦. • • 1l i• �� del _ . •. -' - . , „ • • ' �, i, �. 0 . ng a -sh -- --- •--. - 1 II -� 0 footing at new addition connection.to existingroofI OeA ! - _ v M/�cX t}P. 8 2x sleep ._.---- - - - - - C145 .� . . - --- - No. 58 ___20,1 __.___ _. _ _ i �t O •' .. � h t & 7, -sheet A701 N� -EN - 1. .,. - j 1 x 6 V -rustic she thing at addition eaves - -- �TFpF v.� . , - 6 10 ca �: ' > " CJI U : p I 1 1/2" plywood sheathing at addition at body of unit -- - - t� d Z1 building —12�-- Line of original but d , f g g .x. :....» Je). I -D --- --.. ...- �M © llG? _. _.. . _ '� i w roof connection t exist n roof A ine a ne o • 5 12 L f g _._ '`1 - 4 $u 13 Existing ridge line . .. - -- --- - _ _ _ -- -- . . 46a x 6 tongue &groove _- - - --- - _ _ _ ..... _ . �' KI • 14 2 n decking at original unit 0 ...:`• . � ' � ' � 15 Existing T-0 overIlang • . j -� %S 1 -- - — --- ' ---- -'--- . �1 _ - t 16 JR -21 insulation at existing rafters and new blocking _ t---- - - . `t' �1 a ,t ,r 17 I/2 gyp. bd. At bottom Of existing rafters and new blocking rr {{j{� - - ___.. _ . --- --_ ..__ ,.. ' : � 18 Ridge cap ._ — ...._ , ,�.(' ntinuous at to of erimeter CMU walls . ,:• i4.1.1�"�:P 1;, 1 t : I (j t9 Bond beam co P.....: - --- ----- --.. ... __. a 1. • 1C�� 1 t01.1."!, 'i, t- . .,� U • G' . I 20 New sheet metal roofing . . . .. � .. / } 21 R-21 insulatiail at addition roofs between rafters -- -4-il(, ,, t It M �}'�' 611, I I L, -le 411 ., ": 1 Rri ., . 0 & �'1 12 22 Gyp. Bd. At ceiling - in Storage, 1 /2" CDX plywood to cover Q1�I7'.__-_ _.bd. A _ .___ - _ .. _ . • .- -- -.. _ ... - _ _ ceiling g gyp c n • ' }O.. .Ow. d1. �s/'t.1,+� �. III -- . L K' ~ -1. - O , . ' f ' --- ( - - - -- • "'. --- ----.---- � 04 . De 7 this WA-11.mqhqragq at . - A 4 24 New wall assembly:a 2 x 4 se l6" oc� exlterioreel"board insulation • „ +,A �f with 3 -coat stuccointerior: 1/2 gyp. bad with r-13 insulation at ; Qui r - - ... 0 . stud bays rn . 1.I. -- - . __.. -- - -- - - ---- - " ---- --•--- 4-I -<q� ,�' _ _ n addition l'- see detail i sheet o . N -, 4 . ,, 25 New footing g at ti I s _.... �% .f Y « �.. 26 New slab on rade at addition sea detail hl�� ., r g _ r. �j ;:..' - . ;_ ii�•� _� + o '�i�' 27Nesting oottng connection - sea detail loon sheet 53.0`u . 4 i. . {. ,. 28 Extsring slab on grade see details on sheet 0100 - p t. U N U �, i ,%� 29 Stucco termination --see details 3 on sheet A400 and 4a & 4b on _- -_ . . . I * , �, 1 -6- - r- 11 - , I - . . . . I sheet 7 I' . . 1, - "' "].- 1� - .. ---7@ - . --- . . . - 1�-_ ...-....------ - - ' -- -- --.----'-- -. -- 2„ C r framed walls . . •.'• . . •. : • • MI : . . .� - - _ .. .-.------- -. .. ... lywood ng at • .: t u4 • ' _ l 1/2" dilamete andlorlboltl.il0" long, t wtth 3 x 3 washer ' 32 6" x'6" x 10# EWF at new slab i _....---'---- .. -- -------_._.....--- . IV , �' �l0 --.: . w r _ �, .'111 P : . . . T i0) 33 W.P. membrane at new slab - _ ----- - --_----- _ .._ x -� �t (�� - 34 30# felt between framing and CMU _. _:.. --- ... . . Q _ 35 See wall schedule for interior finish -- _. _- _.- _ 1 . _ - — 36 Stucco to terminate at casing bead --- - .._ _--._...__ -.-. _ 0 . - . ` �, r 37 3 -coat stucco over I" board insulation (R 6.5)L, r. - --- -- - .......- -- - - ,?i ,, _ i 11 salon - eco is not to cover this 'oint Backer rad w t s t over stu , ---- J .. . - -----..-_.._..._.. -- - . . X�, ' . '"- L. . - ---_ - - -- - ..... -- - - -- - A .(F).4 .. .. 39 Existing CMU wall , , i c� i C r 40 Concrete slab 1W. V ° .. � � DY 6 _ I JOE ' LAt4 41 Sand `�p� ... , i �' 1:14 .. 7 0 4-.. _ _ - It , r f _ -_....._y __-�-_ . --- - ---- W ---M _ �. _., w - •- Gravel _ _ - -____. - . . ..., ........ .. _-..•... - .._<.. 1 I I .. _ — — - - O ..•.. '•2• •' ' � 6•..:,- , "" . - .: ;, 'Nw,LL =•• I -all 4 18" o.c. each direction --drill existing slab 1/8" lar larger than . �!1 G 1lf r.. 1? .. t ack 1 `I 43 #4 bar @ t? g 1±4 ..1. r :' a ll,�' bar diameter --fill with concrete epoxy and insert bars --pour ,, ,, II V . Cn �.ti • - , 0A s% p . t4� ,41:L' �I f-il"' lei, . Lam,-; jconcrete - --- - :1 9 M f.% I1: r'c AGN t�1 p� 'A -'I' 11 44 New insulation at interior framed wail . i s ! l:% . i .• . , r+ ,ALLU 1 d til NOTE: Details 5a and 5b re lace Details 3a, 3b and 3c on Sheet 52.1 „ f ' 1. 'RipI.l� Yr . �-�� R 1� G� P U �. ''/%. :. --. --.-- ... - . y .. .. .. . 45 xistl M _ ;. _ •. Jb.,LI•' � ng C I E U I N �i.. tI tl Ii <. : G" o nd c tnu sate p I �. �.,� la.�� .. 45 Wvod framed infill at wall void: 2 x 8 @ l c.a ont' ou �+ a� ° --- ti l�..Gj(p%...1. perimeter-- fill bays with insulation '' ` 4: �. :. iiExisting 4 x 8 rafter or new 4 x 81block --..._ , . f/61�( 4� ,gG�h.1 .. .. .. . 48 Existing 2x top plate _ _.... � - -------...------- . ' v' - - t ,.� Filled and einforced head at window opening . 49 r P g - . � .('y�.�� (/�••� - / , -- -J.. .- T --- ---.._..__ - .. _...._.._-• - -- ._. _ . —... - 't^E,ajF np 1 m•�r:naq*re .xroqrh,,grvy�R,�,, µ. . �• f }} V . .!!w.r F-12"5`'1117TI s. o. .,t...fli:`..;:iT1y ';3aM . � t �` ti tt r I'i LA -1 r�.. 1`r '' 50 New window -- - . _..... - ---- - - . .. I ' ' � I ; .. . . . . Backer rod and sealant -- stucco to be stopped ed with casin bead -- . 1 . :}:- Z��F IN 5 PP g i. & 4 . overlap joint �, - ' la . ` }✓.n...i stucco is not to ove ap . �� t., +>;I': - �P- , - - , it== 1'.....) . . . . . . IJ'.ii (,� -.i 52 At window jamb: install #4 bar vertically at jamb cells and tie to 6 �� . ( �.� % \ . 0 . head reinforcement - fill all cells with CMU filler t+ P 1AM..1. 53 Casing bead __ -- - - _ • .. ' ' - g .. 54 '1 `tikFow'sill block . .. �o - • ` r ;. ... - - - -- r . , GSI } ! �2 .. — — .. - ---- —' --- 23 55 ,Existing 2 x 6 tongue and groove roof decking . i s V. . ' 1� • . ". ...,.;.,..,,-^` 56 jNew sheet metal roofing . . '. •)'• w > ... ,% { . 5IL4x4x4-3/4 lon an le with I diameter x 6 embedment anchor in . . . : . . .:: ..,- 7 . . - .. bolt each side of each 4x rafter or block - _ - LLLLLLLLL' . . .. ------ - « 58 ) /4 h v bolts ` ,(, {2 3 " diameter t r .. �� `w. _ . ,' L 59 New 4 x 8 block _ _---._..._ .: . .- -< ti . . .. .. - .._. -- - ...- - • - - — . ' " ' . . :' t New insulation (r-21) at existing rafters and new blocking r�� /- 60 r 1 `low. I 2�_% I / " g p. b a all interior eilings _ - ->'84 "& fill4 - --- ;': . a ew block x ting er n . ;: ,..:. f .. -lip a h er is lace Detal s d & 10 on 3.1 and :...tiIM cc 1.o.I. .+ S ena sos th s slc et ep %. . %jV� N 6Tcc4 ', . f/ eliminate Detail 11, 53.1 __ ` ' i - to I 63 Existing_ 2x blocks- . _. _.---...... ... - - - — - - •'1. W . • " • , �' .. 64 Exist 4x rafter or ne_ w_ 4 x 8 block ...... - - U � ►-] . , . --- _ -- --- - . ... . . ,: _ , . 1"dig x 6" em _ . _ nc for bolt each side � I� . ,.•..•„. .. , e me ..:. w �"0 „ i� 1. _ .._„ _ c 66 (2) 3/4 diameter th embedment t a ' . .! . r�' z: %Tb -1L I . .. RgPAL G r _�a .A � _ _ .:.� ..... Z_Ic U / .. s.A.. ... l�. __ - -- ---- .. _. .- . . y yd • 64M�64 •'V q Y' fJ '6& f•,: 7�•, i.'_'Y ' " .. p .. ...,--".-......_, .,--._..._...._......_—.__.._— l - ,bw..::ki.:la,k 2 :' " • �,•► ,7,r �% PER�Aff#� DATE _12/31/2013 1 t l� 1» flit �I rj�4l. i t I Il - I ,- BUTTE COUNTY DEVELOPMENTSERMES . 0&N, , y . h.��. REVIEWED® DRAWN BY PB ... B101 O 0 J 11 _ _ E I p _ _ LIA C L . . . . Ia :. k �. I I I f/J� - C® ECO .1. - �_ . : - - - G%i.C* ` { 1 t -p 11. DATE $ BY' SHEET • ., if l :,•: _ . - .. ... . - -- -- -- -- ---- - _ _. ____ ---- - ---- - - --- --- - ---- _ _..,- - - - - - bit 09 g�pr% �� . - �GAt,E; t f,�it•1 �•r bel -'---,:-.___.._.,.._..._._...-.........._.. -_.......-..__.__.....�-_-------..._w_..._..__�_._.. _..-- - - - .___._.._�___..... .�, .•���, ...�,�- t� MoPl�t�'�: .<..�-Axv�p ����` �� � ���'�2a��� �tala��r�n�to� . �.. ����. A`�DiD �OG1�lD� p� 6�� �:�,��tri H,�f P,4.N•I .-(�t2, � #� ���1� ��'��iG•- 14Al- TYeve t `t-YP ;5� : mA61fid,1= p A4 AAtG 4.1� —43 :A .vim 4 ) . kA,1 WALL, F�A"r� 1 I �*n eqf a61RII L }� O I 0 ! wlyft xAVS_FP 1 ,To i'Lo'rL T� Ioq A� bid /)f m . .;0 • ... � iy;. .. .:.:w_Ma ,v.:.ad.r'.:., vf'a.aK. is{;tii.:':: PATRICIA ^- BARNARD �► � ' �t No. 014558 EN. 021201. QFC au�°� ```•. �T •... ..f �;:ti.p � . .,�� x+1`•1 f t ..:.�' • r�' a.A '.. f O�w00 o •� Lo I. u wV �O • N i II! i Pf o LOU f • w�v R wa z� • s. <tv. i��: Foz .. zai�i;u�S ws".. t,.l�yy�l`t rf>�;� I' DATE 05/13/2013 DRAWN BY PERMlT# JOB10010 BUTTE COUNTY DEVELOPMENT SERVICES SHEET ! RELIEVE® FOR CO COMP - ANCE DATE I �o gy i -- �- 0 HRIN 41 -At. Wig. All t t71r{ ALof _ FW • r M' r Akl ! - �GAt,E; t f,�it•1 �•r bel -'---,:-.___.._.,.._..._._...-.........._.. -_.......-..__.__.....�-_-------..._w_..._..__�_._.. _..-- - - - .___._.._�___..... .�, .•���, ...�,�- t� MoPl�t�'�: .<..�-Axv�p ����` �� � ���'�2a��� �tala��r�n�to� . �.. ����. A`�DiD �OG1�lD� p� 6�� �:�,��tri H,�f P,4.N•I .-(�t2, � #� ���1� ��'��iG•- 14Al- TYeve t `t-YP ;5� : mA61fid,1= p A4 AAtG 4.1� —43 :A .vim 4 ) . kA,1 WALL, F�A"r� 1 I �*n eqf a61RII L }� O I 0 ! wlyft xAVS_FP 1 ,To i'Lo'rL T� Ioq A� bid /)f m . .;0 • ... � iy;. .. .:.:w_Ma ,v.:.ad.r'.:., vf'a.aK. is{;tii.:':: PATRICIA ^- BARNARD �► � ' �t No. 014558 EN. 021201. QFC au�°� ```•. �T •... ..f �;:ti.p � . .,�� x+1`•1 f t ..:.�' • r�' a.A '.. f O�w00 o •� Lo I. u wV �O • N i II! i Pf o LOU f • w�v R wa z� • s. <tv. i��: Foz .. zai�i;u�S ws".. t,.l�yy�l`t rf>�;� I' DATE 05/13/2013 DRAWN BY PERMlT# JOB10010 BUTTE COUNTY DEVELOPMENT SERVICES SHEET ! RELIEVE® FOR CO COMP - ANCE DATE I �o gy i -- �- a N z T- � 1 %- 00 -. 0 � a coo N UU-1aa `CJ .-. CD co Ecua c 00 U 2'-0" OVERHANG m�E UX aCIC4- >i4 ROOF FRAMING NOTES SPECIAL ATTENTION PLAN CHECK 02.05.14 G ON (-� O o W rn � 1) ROOF FRAMING SHALL CONSIST OF RAFTERS PER 1) ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD 0 U tx I o INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, M GU (D ,v PLAN PLEASE CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. - C-4 U F+�c'G'Ys�'..u✓/:�r".a4TATi^�.v�lS. w'�'i�A�� •'�i.J' 00 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS 2) VERIFY ALL SHHIN EATG NAILING PENETRATES THE ROOF FRAMING ocd o Al REQUIRED BY THE BUILDING CODE. REFER TO THE MEMBERS BELOW. '1 W Z ARCHITECTURAL DRAWINGS FOR THE MINIMUM 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL UQ .�✓/. >> REQUIREMENTS. DIAPHRAGMS AND SWEAR WALLS. Im Y'' t I t sst } 3) SHEAR WALL5: PROVIDE (1(o) - I6d COMMON NAILS 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE s3� TY s3'1 EACH SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND - '�' '-- -' - '- - - �" - - - 1- - - -' - � -` .9 MSTC28 STRAP WITH (36) - 16d SINKERS ON THE ANCHORS) CONTACT ENGINEER 1F CLARIFICATION 16 NEEDED ON THE 1 } I I 1 1 I t R2 , NPLANS OUTSIDE FACE OF THE DBL TOP PLATE. OR DETAILS. ;. I r 1 1 ® T __--- -- I t ❑ EY NOTES ROOF 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE f ! 11� 1 1 ; ; ' ? .:::.. ,, € F ; € I � : € , ; :: , :: , I , :::: i : ; :: i 1 1 :.: ; € i : - -- I f € 1 i 1 NDARY OF THE NCI T. BOU FRAMI T 15 FASTENED TO (FROM BOTTOM OF SILL i. I ' 1 PLATE TO TOP OF DOUBLE TOP PLATE). R1 PROVIDE (N) 142A CLIP AT EACH J0IST fO BEARING i { �' WALL OR BEAM LOCATIONS PER DETAIL 4/53.1, (o) HOLDOWN5 ARE SIZED BASED ON THE DISTANCE BETWEEN THEM t l: I 1 I I I :: 1 t ► I 1 1:: TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS V). THE • 1 1 ...... I 1•, CLOSER THE HOLDOWN5 ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF R2 REMOVE (E) OVERHANG AT ADDITIONS TYP. A 14OLDOUN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, T i i t i CONTACT ENGINEER FOR CLARIFICATION, 1 1 R3 NAIL ROOF SHEATHING TO FRAMING MEME3ER FULL ® i 4x BLK'G ,. `i,_. 4x BLK'G 1 i i t I 4x LK' 4 B 'G LENGTH W/ 16d SINKER NAILS, SPACED AT Fa ° O.C., U.O N. 'U JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACGOMMOpAT£ AN A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS R4 (N) M5TAl8 STRAP W/ 16d SINKER NAILS AT (N) 4x SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS . _ i t 1 1 BLK'G MEMBERS PER DETAIL 1153.1, TYPICAL AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL SPECIFICATION. It- 17 1D RS (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. �_ i 45 i $E.vys i 1 I 1 i 1 R6 (N) OPENINGS 1N (E) CMU WALL, REINFORCE PER 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE - i DETAILS ARE INSUFFICIENT FOR THE .{ 4x BLK'G I 4x BLK'G 1 1 I 1 ► i I t i r B G t 4x K DETAIL 3/52.1 CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO - I 1 (E) 6x 2 BEAM 1 I_____________H___-- I I t 1 1 1 i _ PROCEEDING. ,.. ------------ t :::-: I RI PROVIDE LSTAI2 STRAP AT BEAM SPLICE :.------------- - - - - - - - - - - - - ------ 1 1I a) KIb(yE � 1 ------ ---__`__' -� -- _-- -- r (E) 6x12 BEAM OPTION !: TOP OF BEAM UTILIZE 16d SINKER NAILS OPTION 2: FACE OF BEAM UTILIZE Sd COMMON NAILS 5) ALL ROOF TRANSITIONS (HIP VALLEY RIDGE RAKE SAVE AND HEAD I r; = i i L_„ ; f 2 i i WALL) SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE LN� t 12 L` i t t t I t I I S31 I I R8 (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE i ' I 1 1 I TYPi I OVER (N) BEARfNCS WALLS ROOFING FELT AND FLASHING. IF THE DETAILS ARE INSUFFICIENT FOR THE 4x BLK`G 4x BLK'G 1 t t i I t2 I i i 1 i 1 I I I 1 4x BLK'G I 4x BLK'G I i i R9 (N) 2x T4G DECKING TO MATCH EXISITNG CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. I R4 i Im) FOR RAISED FASCIA BOARDS AT EAVES A HEAVY METAL FLASHING ,•�• 83.1 i i i i I s ��F I LF�E OR CANT STRIP IS REQUIRED TO ENSURE WATER' RUNOFF PASSES OVER _ ss.t THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR J^ n `� i i I I i i i i i i 'J'`I'P, �_��_,`', 2 x STRUCTURAL WALL BELOW ;a : 1` r Il) ALL PENETRATIONS IN WALL$ SHALL BE SEALED AS DETAILED 1N THE y 1 1 i f;: 4x BLK'G '-"i- 4x BLK'G i i i i i : i i i 1 1 r I KG �- 4x BLK'CS i� INDICATES KEY NOTE SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED CONTACT THE ARCHITECT PRIOR TO 'l\ J.. I 1 1 I _... I I 1 1 t 1 1 I T. 1 1 »L_ �* R THIS SHEET PROCEEDING. ' ' �.• r�: i i ! € i i it i € 1 € i i i € i 1 I F »... r •' I ' ...., i � i i € i � # ; ? i I € j � � ...t... * POST, 4 x 4 DF 2 � a); ,r, .... . t ,..,.•, ., :.. I i � � i I I 1 t 1 1 I 1 1j 6x8 JBEAM i i (E) 6x8 BEAM i i ® POST, 4 x 6 DF* 2 ►.. r%>; x - --___(E) ___ _�_ �1• —~` _4 ! I i 1 I € i i ,. -----------`-L--------- ►. I I I I __— - __ --------------- ------- __'" - �------------ - I ® POST, 6 x (o DF* 2 I- (N) STRUCTURAL BEAM BELOW 6x12 DF -01 ON 4X6 POST ti EACH END, U.ON r. ROOF FRAMING PLAN 4 STRUCTURAL NOTES- ROOF 3 14'CA1E-o / d 1 4 8 i6 FOUNDATION -NOTES FOUNDATION LEGE 1) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALK5, STOOPS, ETC. ' ... NOT SHOU�N HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO O EXISTING 8" CMU WALL INSTALLATION) NEW 8" CMU WALL .w.. .. ° ....IM,.:.. 2) ALL FOUNDATION ANCHOR BOLTS -AT WOOD FRAMED WALLS # SHALL HAVE 3"x3"x0.229" THICK SQUARE PLATE WASHERS, TYPICAL. NEW STUD WALL 3) PROVIDE MINIMUM 1/2" DIA. x 'I" EMBED ANCHOR BOLTS AT A t MAXIMUM SPACING OF 5'-0' O.C. PROVIDE A MINIMUM OF (2) �� STRUCTURAL BEAM BELOW �\ ` Jnr U ANCHOR BOLTS PER SILL, WITH (1) BOLT WITHIN 1'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR 55 ,rM1U. yy POSSIBLE GOVERNING REQUIREMENTS. LT�ANEW CONTINUOUS FOOTING Ri ______ 1 i : I . R -------- �i I 4) SLAB ON GRADE: SLAB, / " Qy``TNIGK CONCRETE L B, W �( BARS AT IS O.C. EACH WAY (AT - - — —. EXISTING FOOTING ...... MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER ---_____-_ ____-__-___-- -------------------- _� __-_-----.�_-- I ____----___---------------------------ry 1 55 PROOF MEMBRANE OVER 4 OF CLEAN CRUSHEDGRAVEL OVER / (' 2 G PAGTED SUB -GRADE. SEE DETAIL 2/82D � � INDICATES SHEARWALL TYPE 4 LENGTH 3 # SEE SCHEDULE ON SHEET 65.0I 1'-4" i t "»'" I s3m t 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED L=X' -X" '01 (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0") 55 6) DEEPEN PERIMETER FOOTINGS AT ENTRY AND INDICATES WOOD SHEAR WALL r EXIT POINTS OF HOLDOWN SEE SHEET 85.0 1 SEWER LINES PER DETAILS 3152.0 AND 4152.0 �• �-•+ ® {, Y t`� ®•��iw7 - �•Q�J�I®-- INDICATES HOEDOWN TYPE t :�; RETROFIT MASONRY HO OWN r € 1 51 SLAB ON GRADE, SEE FOUNDATION NOTES PER RETROFIT DETAIL \\ 1 4 L=9'-0" MIN. 4 i --_ i 4 l a9'-0" MIN. ,¢ i �; S2 INFILL EXISITNG GMU BLOCK WALL PER DETAIL 4/52.1 ® POST, 4X4 D1=* 2 U.O.N. 4. ' i ` 1 \ 1 r _ __ L-------------------------------- - ----- --- _ _ _ _ _ - - ---- -� __ I - --- ---- ___ ___ _ ___ ____ ....._____ ______________________� S3 NON- A INC WA F BE R LL REEFER TO DETAIL 2152.1 S* INDICATES KEY NOTE -------------------------------------_---___-_-------------- t ----------� ---------------------------------------------------------------------------- S4 NOT USED 1 55 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, 1 i PROVIDE (2) - *4 BARS, 1 TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 • I I I L-------------------------------- i .+ II r --------------- ------------__ -_J t I :... \r awxRa.�V^Y?g'^?•'S? *?.:. : tk z .......Hll ---------------------- 55 77 .r ` Yr:` Y.Jt,. `- ..>R.r ....�-? •.15:, �L \ 3 I:s� f:. I ' ! i 1 i ! ! i i I r. 1-52 PERM;T # BUTTE COUNTY DEVELOPMENT SERVICES REQ"IEWED FOR C® E COMPL-IANCE DATE BY FOUNDATION PLAN S10 1 1 2 STRUCTURAL NOTES - FOUNDATION " 1/431= 1 -0 0 1 4 8 16 NRC, caas's 4 Re°ate, V N z T- � 1 %- 00 -. 0 � a coo N UU-1aa `CJ .-. CD co Ecua c 00 U -� o m�E UX aCIC4- >i4 l� cu PLAN CHECK 02.05.14 NRC, caas's 4 Re°ate, V DRAWN BY rgj JOB t oo I o SHEET sl'65. /. r z 0 N N 00 l� G ON (-� O o W rn � a�110 0 U tx I o M GU (D ,v O - C-4 U F+�c'G'Ys�'..u✓/:�r".a4TATi^�.v�lS. w'�'i�A�� •'�i.J' DRAWN BY rgj JOB t oo I o SHEET sl'65. /. r z l� (-� O o W 0 � I O 00 ocd o 00 .4 W W v UQ .�✓/. >> o a,. w00 o :� DRAWN BY rgj JOB t oo I o SHEET sl'65. /. r 8" THICK CMU WALL i —45 10 32" O.C. VERT PER PLAN \1 `I DOWELS TO MATCH 11 VERT. RE INF. /-04,0 24" O.G. HORIZ. , i 1L r �9 / / 4"• THICK GONG. SLAB FINISHED GRADE i (I. 'ER FOUNDATION PLAN OR FLATWORK / — _ PER PLAN • — 1=4 -• tt o _ ALTERNATE v STD HOOK V - 32 - 04 BARS CLR. CONT TOP 4 BOT CONT FOOTING AT EXT WALL 0 S3.0 SECTION SCALE: 3/4"=1'-0" j 04 REBAR x24" LONG e 24" O.C. DRILLED 4" MIN. INTO (E) WALL 4 J ADHERED W/ SIMPSON SET EPDXY AT (E) WALL TO (N) WALL CONNECTION .� CN) S" THICK CMU .... rWALL (E) CMU WALL TO REMAIN--\. (E) CONC SLAB A TO REMAIN"` (N) CONCRETE FOOTING r .•s 7 PERFOUNDATION PLAN y .4 • ..............................E=� = =__— (E) CONCRETE FOOTING TO REMAIN\—(4) - 04 REBAR AT (E) FOOTING TO (N) FOOTING CONNECTION PER DETAIL \ 10/53.0 NOT USED SECTION (E) CMU WA TO REMAIN 1 _. DOWEL 4" EMBED AT 1A j EACH REBAR USING SIMPSON SET EPDXY—� (N) 4" THICK CONC. r-1 PER FOUNDAT11— (E) CONC SLAB TO REMAIN j ✓ r \, (E) CONCRETE FOOTING TO REMAIN A'3NEW SLAB AT EXISTING FOOTING 0 P,3. SCALE: 3/4"=1'-0"0 SECTION SCALE: 3/4"=1'-0" 5� EXISTING -TS NEWS WALL---CONNECz-- 6 NOT USED 7 NEW POST SECTION SCALE: 3/4"=1'-0" S3. Q SECTION SCALE: 3/4"=1'-O" S3. Q SECTION -J -� TENSION LAP SPLICE NOTES: L THIS TABLE FOR USE WITH NOMINAL WEIGHT 14ARDROCK CONCRETE AND GRADE b0 UNCOATED REINF, EXCEPT FOR 83 BARS (GRADE 40). FOR LIGHTWEIGHT AGGREGATE CONCRETE, USE 13xL, WHERE L ■ BASIC LAP LENGTH SHOWN IN TABLE. 2. CLASS A - HALF OR LESS OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. CLASS B - MORE THAN HALF OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. OFFSET 180• HOOK 3. TOP GARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE BAR ALL OTHER BARS ARE CONSIDERED BOTTOM BARS. !304 HOOK 4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.154 OR 12" MINIMUM. db = DIAMETER OF BAR 5. LAP SPLICES OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL 139 IsxL FOR THAT BAR IN A R = RADIUS OF BEND MEASURED ON THE INSIDE OF BAR 3 -BAR BUNDLE AND 134 FOR A 4 -BAR BUNDLE ENTIRE BUNDLE$ SHALL NOT BE LAP (N) POST PER FRAMING PLAN SIMPSON ABU POST BASE OR EQUAL W1 1/2" DIA. THREADED ROD W1 6" MIN. EMBEDMENT ADHERED W1 SIMPSON SET EPDXY .a (E) CONC SLAB c , TO REMAIN `.a r :f r •,l ..... ........ n .......................... _...... _ �(E) CONCRETE FOOTING TO REMAIN 0 SCALE: 3/4"=V-0" 2 112 "do FOR 02 ONLY SPLICED AT THE SAME LOCATION. SPLICES FOR? INDIVIDUAL BARS WITHIN A BUNDLE EXISTING FOOTING DRILL 5/8" DIAMETER HOLES x 6" DEEP, _ 3db FOR "3 THROUGH "8 SHALL INTO (E) FOOTING FOR EACH CONTINUOUS = 4db FOR 49 THROUGH Mll BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. BAR REQUIRED IN NEW FOOTING. N 4 M 6 COMPF $SION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS EPDXY 04 BARS X 36" LONG (6" EMBED) = 5db FOR I AND 18 SPLICE LENGTH PER TABLE roll MAX DOUBLE STUD W/ '"10 S.M.S. AT 6 "O.C. TYP SPL ICE ALTERNATING 91REINFORCEMENT BEND AND SPLICE DETAILS \,S,3. Q/ SECTION SCALE: 3/4"=1'-0" us9 30 BAR DIAMETER t INTO HOLES USING SIMPSON 'SET' EPDXY. 1. CASES 1 AND 2 ARE DEFINED AS FOLLOWSI 24" MINIMUM LAP BEAMS OR COLUMNSI CONC STRENGTH = 2500 PSI - 3000 PSI BAR SIZE LAP CLASS TOP BARS CASE i CASE 2 OTHER BARS CASE 1 CASE 2 03 A 16 23 12 18 B 20 30 16 23 04 A 31 41 1 24 36 B 41 ro 1 31 41 •5 A 39 59 30 45 B 51 16 39 59 v. A 41 10 36 54- 4- 5 B 61 91 41 10 "1 A 66 99 51 16 B 86 129 66 99 "8 A 18 111 60 30 B 101 152 18 111 A 88 132 68 102 114 112 88 132 "10 A 99 149 -I6 114 B 129 193 99 149 Oil A 110 165 85 121 B 143 214 110 165 NOTE: FOR TENSION LAP SPLICE NOTES REFER TO SHEET 51.3 91REINFORCEMENT BEND AND SPLICE DETAILS \,S,3. Q/ SECTION SCALE: 3/4"=1'-0" us9 30 BAR DIAMETER t INTO HOLES USING SIMPSON 'SET' EPDXY. 1. CASES 1 AND 2 ARE DEFINED AS FOLLOWSI 24" MINIMUM LAP BEAMS OR COLUMNSI (N) 2x INTERIOR CASE I: COVER AT LEAST ID db AND CENTER TO CENTER SPACING AT LEAST 2.0 db BEARING WALL CASE 2: COVER LESS THAN ID db OR CENTER TO CENTER SPACING LESS THAN 20 db ALL OTHER MEMBERSe PER PLAN (W1 �!G � O NEW FOOTING AT EXISTING FOOTING S3.0PERSPECTIVE NOT TO SCALE NEW INTERIOR BEARING WALL SECTION SCALE: 3/4"=1'-0" (N) POST PER FRAMING PLAN 51MFSON ABU POST BASE OR EQUAL W/ 1/2" DIA. SAWCUT a REMOVE tEJ THREApED ROD W/ 6'! MIN. SLAB TO PROVIDE (N) EMBEDMENT ADHERED W/ SIMPSON SET EPDXY FOOTING, TYP. m ALL SIDES 04 DOWEL, ONE 6 EACH (E) CONC SLAB FACE DRILLED 4" MIN. INTO TO REMAIN 0• (E) SLAB 4 ADHERED W/ SIMP60N SET EPDXY •o 1 ................. .............. P 9 , ;�. \; \fir♦ :!��. ;� �,�: \\.♦\\f\f\\�\\%/ \\t (N) CONCRETE FOOTING PER FOUNDATION PLAN NEW ISOLATED FOOTING SECTION SCALE: 3/4"= V--0" CV co J - co -7 1 vat -'-a7 C-0 o (D E CDM �00 'Qv—m CN cu M ) ICL ;zr-� LL PLAN CHECK 02.05.14 PERMIT # DRAWN BY MMM BUTTE COUNTY D�E�V/ELOPMENTSERVICES lel I E V V E D FOR JOB 05210MA! CODE C MPLIANCE SHEET DATE BY • (N) 2x INTERIOR BEARING WALL PER PLAN (W1 ! (N) 2x P.T. SILL PLATE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBEDMENT AT 5'-0" O.G. (U.ON. WHERE SUS 1 I OCCUR) ADHERED W/ ! I SIMPSON SET EPDXY I (E) GONG SLAB ! TO REMAIN Mn .'1 ,w..r i F" �� :'Y,l� t":.�,' \�♦'C/ 'r'��". .. .. .......... ....... . v. v. j• i j (E) CONCRETE FOOTING TO REMAIN NEW INTERIOR BEARING WALL SECTION SCALE: 3/4"=1'-0" (N) POST PER FRAMING PLAN 51MFSON ABU POST BASE OR EQUAL W/ 1/2" DIA. SAWCUT a REMOVE tEJ THREApED ROD W/ 6'! MIN. SLAB TO PROVIDE (N) EMBEDMENT ADHERED W/ SIMPSON SET EPDXY FOOTING, TYP. m ALL SIDES 04 DOWEL, ONE 6 EACH (E) CONC SLAB FACE DRILLED 4" MIN. INTO TO REMAIN 0• (E) SLAB 4 ADHERED W/ SIMP60N SET EPDXY •o 1 ................. .............. P 9 , ;�. \; \fir♦ :!��. ;� �,�: \\.♦\\f\f\\�\\%/ \\t (N) CONCRETE FOOTING PER FOUNDATION PLAN NEW ISOLATED FOOTING SECTION SCALE: 3/4"= V--0" CV co J - co -7 1 vat -'-a7 C-0 o (D E CDM �00 'Qv—m CN cu M ) ICL ;zr-� LL PLAN CHECK 02.05.14 PERMIT # DRAWN BY MMM BUTTE COUNTY D�E�V/ELOPMENTSERVICES lel I E V V E D FOR JOB 05210MA! CODE C MPLIANCE SHEET DATE BY • • 1 v D m MM, p ®5� rn �� ° TM >0 _ m PROJECT: i- ......;SHEET:ff ........... OWNER: rs;GRIDLEY REVISED SLAB DESIGN ]Housing Authority of :n FARM LABOR HOUS11 V G Applies to Permit Numbers 1517/1519 Sussex Avenue; the County Of Butte F ;x N V E r, 1850 E. Gridley Road and, 1542/1548 and 1508/1512 Booth Drive 2039 Forest Avenue . Gridley, CA 95948-9408 Chico CA 95928 i 1 v D m MM, p ®5� rn �� ° TM >0 _ m PROJECT: i- ......;SHEET:ff ........... OWNER: rs;GRIDLEY REVISED SLAB DESIGN ]Housing Authority of :n FARM LABOR HOUS11 V G Applies to Permit Numbers 1517/1519 Sussex Avenue; the County Of Butte F ;x N V E r, 1850 E. Gridley Road and, 1542/1548 and 1508/1512 Booth Drive 2039 Forest Avenue . Gridley, CA 95948-9408 Chico CA 95928 P oo :�j 01% v► to w •ti a �- a. 0 Cr -. z , o C3" '�CD n, E MH CD CD p vs 0 CD CL 0 �. CD CL p CD CD O 0 CD OR r« p O tTi tox n• O y y O O p N d En rb Q CD CD r a �. �- in tA . �• `� C7 Cd oC 10 �.. CD po O W Cl) yy� M .-+ CL CCS' 0 CL E � � ay fi PBA /md JV z o , 4174 Scranton Circle 0 Carmichael, CA 95608-1312 co Telephone: (916)601-1888 '� "s FAX: (916)2834691 GENERAL RESPONSIBILITY NOTES 1. GENERAL A. These documents are an instrument of service and as such are the property of the Architect. B. These Documents are not to be used without the expressed written consent of the Architect and shall not be used on future projects. The architectural designs contained within these documents are tlhe property of the Architect and are protected under copyright laws. C. All work shall conform to the regulations and requirements of those agencies in authority in the district. D. The Contractor shall supervise and direct the work using their best skill and attention. The site visits of the Architect and their consultants are not for the purpose of reviewing the construction technique methods, systems or safety, but solely for the purpose of assuring that the work is in substantial conformance with the documents. The Contractor shall be responsible for all construction means, methods, techniques, sequences, procedures, schedules and for coordinating all work under the contract. The work shall bie competed to the best standards of the construction industry for the type of work being done. The Contractor shall be responsible for the design and construction of all work that in integral to this project that is not explicitly defined or detailed by the construction documents. All work not explicitly defined, but by common standards and practices of the construction industry is required shall be assumed to be part of this project. All materials not specified as to the manufacturer, model or grade shall be selected by the Contractor in association with the Owner and they shall be responsible for its adequacy and appropriateness. E. The Contractor shall be responsible for initiating, maintaining and supervising all safety programs in connection with the work on this project The Contractor shall erect and maintain as required by existing conditions and progress of the work, all reasonable safe guards for safety and protection and shall comply with all applicable laws, ordinances, rules, regulations and lawful orders of any authority bearing on the safety of persons or property or their protection from damage injury or loss. 1I. INTERPRETATIONS OF DRAWINGS AND SPECIFICATIONS A. For convenience, specifications have been prepared for this project in a separate manual, except as indicated, and are arranged in a number of sections. Such separation of specifications shall not be considered as the limits to the work required of any separate trade. The terms and conditions of any such limitations are solely between the General Contractor and the Subcontractor. B. I As no specific portion of the work in this project is independent of all others, each trade shall be responsible for reviewing and understanding all sections of the drawings and specifications to determine how they will influence their particular portion of the work. The General Contractor shall be responsible for assuring proper coordination and exchange of information between the trades as to how each relates to and is influenced by the others. C. The intent of the working drawings to indicated critical dimensions, position and kind of construction; and, the specifications indicate qualities and methods of construction. Any work on the drawings not mentioned in the specifications or any work described in the specifications and riot detailed in the, drawings shall be construed as if they were fully detailed or specified and shall be the same as similar parts that occur between drawings and specifications. The most expensive materials or methods shall prevail. D. Critical dimensions (dimensions required by code or regulation) shall be denoted as "clear" "Clear" denotes dimensions required between finished walls, components, etc. All other dimension will be from face of stud to face of stud, center line or outside face of stud to outside face of stud; or, outside face of block to center line or outside face of block. Should any question arise concerning the overall dimensions the General Contractor shall call the Architect and/or the Owner immediately for clarification or proceed at their own risk. E. Due to reproductions processes, under no circumstances should the drawings be scaled. III. 'ACCOMPLISHING THE WORK A. Due to the nature of this work, the General Contractor will assume that when accomplishing a detailed portion of the work if another portion is damaged or otherwise affected, or if work or existing facilities adjacent to the sit are damaged, the General Contractor shall repair and/or correct the affected portion and return it to its original or better condition at no additional cost to the Owner. Important Note: The above is in conjunction with all Federal, State and Local building codes, regulations and laws that apply to this project. DRAWING LIST GENERAL A400 A000 Cover Sheet: Location Maps-, Original Building Type 2: Contact List; General A, B, C & D; and, Related Responsibilities; Drawing List; Demolition Plan for Building Building Data and Codes; U a � Project Notes; Project Types Bs -Bs, Bs -Cs, Cs -Bs, Summary CIVIL Residential Door, Door C-1 Civil Engineer Title Sheet UA202 C-2 Civil Engineering Notes and a Details 1 C-3 Street Reconstruction Plan A502 C-4 Erosion and Sediment Control f Plan, Notes and Details ARCHITECTURAL Building Type Bs -Bs A001 Surveyor's Site Plan A203 A002 Overall Existing Site Plan w A003 Overall New Site Plan Unit Type Cs/Bs Structural A004 Site and Miscellaneous Details Building Type Bs -Cs ' A011 Site Plan 1 e A012 Site Vignettes for Accessible •C ZI 741 Plan Types Da and Ga d A021 Site Pian 2 7-1 A022 Site Vignette for Accessible A205 New Roof, Floor and Plan Type Ha sf A031 Site Plan 3 1= A041 Site Plan 4 Building Type Da -Cs A051 Site Plan 5 A604 A061 Site Plan 6 d A101 Original Building Type 1: c.7 0 Demolition Plan for Building Building Type Bs -Cs r� Types Ga, Gs, Ha and Hs iu A102 New Roof, Floor and A606 Reflected Ceiling Plans for E" W Building Types Ga and Gs e 3 A103 New Exterior Elevations for A208 New Interior Elevations for Building Types Ga and Gs A104 New Interior Elevations for C tw Building Types Ga and Gs c N ru e A105 New Roof, Floor and All A611 Reflected Ceiling Pians for C '2 Building Types Ha and Hs c A106 Exterior Elevations for � Reflected Ceiling Plans for Building Types Ha and Hs p Building Type Fs c ' A107.1 Interior Elevations for c ' Building Types Ha and Hs 0 Building Type Fs A701 Architectural Details 1 through 12 A107.2 Interior Elevations for r through 35 Building Types Ha and Its A ------------- BUILDING INFORMATION RESIDENTIAL ADMINISTRATION z__jAB,0 CONSTRUCTION V -B V -B TYPE 0U;3_tN,kff OCCUPANCY R-1 B 850 'East Gridley .FIRE SPRINKLERS NO NO - ri� 9 �% � _ _. __ _ ZONING PQ -1 PQ -1 • ,. , .�.,,.. �.... �.,,.., n� n nnn nen CONTACT LIST Owner: Housing Authority of the County of Butte 2039 Forest Avenue Chico, CA Contact: Roy Peters, Deputy Executive Director (530) 895-4474 ext. 219 A400 A201 Original Building Type 2: R A, B, C & D; and, Related w Demolition Plan for Building w, U a � 0107 Types Bs -Bs, Bs -Cs, Cs -Bs, 'a A501 Residential Door, Door Calt-Bs, Da -Cs and Fs UA202 Hardware and Window 1' a New Roof, Floor and 1 Q L A502 Reflected Ceiling Plans for G ca Door Hardware and Window Building Type Bs -Bs Cq Schedules A203 New Roof, Floor and U w oil] Reflected Ceiling Plans for Unit Type Cs/Bs Structural A504 Residential and Building Type Bs -Cs ' �? Administration Building A204 New Roof, Floor and U •C ZI 741 Reflected Ceiling Plans for d 41 sf if unconditioned storage room A601 Building Type Calt-Bs U A205 New Roof, Floor and 4 sf A603 Reflected Ceiling Plans for 1= T-24-5 Building Type Bs -Cs . Building Type Da -Cs cis Es A604 Site Vignette A.2: East Side d • A206 Exterior Elevations for E„ 0 A605 Building Type Bs -Cs r� rT A207 Exterior Elevations for Unit �o A606 Types Calt and Da d W 0118 Walkway to Community Structural Details unconditioned storage room A208 New Interior Elevations for z A609 Unit Types Bs, Cs and Calt C tw A209 New Interior Elevations for N ru Unit Type Da c All A611 Exterior Elevations C '2 A210 New Roof, Floor and � o� T-24-17 A613 Reflected Ceiling Plans for 'E Building Type Fs c ' A211 Exterior Elevations for ' But te Cott yEGridleY Rd Offae Edoca on Building Type Fs A701 Architectural Details 1 through 12 A212 Interior Elevations for A703 Architectural Details 26 through 35 a A704 Architectural Details 36 Building Type Fs Q Architectural Details 46 A301 Original Building Type 3: Q 3 °s Demolition Plan for Building Types As -Aa, As -As and Es N Q rC'> d� 7 A302 New Roof, Floor and Reflected Ceiling Plans for Building Types As -Aa and As - � y 10 A303 New Exterior Elevations for tw e Rutland Cr Building Types As -Aa and As - •� As y W A304 New Interior Elevations for Z a Building Types As -As and As - 0 As M A305 New Roof, Floor and i> N.T.S. Reflected Ceiling Plans for 'V Building Type Es A306 Exterior Elevations for Building Type Es A307 Interior Elevations for p Building Types Es A ------------- BUILDING INFORMATION RESIDENTIAL ADMINISTRATION z__jAB,0 CONSTRUCTION V -B V -B TYPE 0U;3_tN,kff OCCUPANCY R-1 B 850 'East Gridley .FIRE SPRINKLERS NO NO - ri� 9 �% � _ _. __ _ ZONING PQ -1 PQ -1 • ,. , .�.,,.. �.... �.,,.., n� n nnn nen CONTACT LIST Owner: Housing Authority of the County of Butte 2039 Forest Avenue Chico, CA Contact: Roy Peters, Deputy Executive Director (530) 895-4474 ext. 219 Architect: Patricia Barnard Architect/ monighandesign JV 4174 Scranton Circle Carmichael, CA Contact: Patricia Barnard, A.I.A (916) 601-1888 a N Py Wr. Er tj C 01-31 A400 Residential Building Sections Z c R A, B, C & D; and, Related w Floor Plan and Sections Details 1, 2 &3 U a � 0107 Exterior and Interior d A501 Residential Door, Door ° •r- PC Hardware and Window 1' a Plan Schedules Q L A502 Administration Building Door, S ca Door Hardware and Window U O Schedules 0110 A503 Administration Building w oil] Accessibility and General Unit Type Cs/Bs Structural A504 Residential and w O Administration Building CIA Budgel Blinds Accessible Plumbing Fixtures •C ZI 741 and Require Spatial d 41 sf if unconditioned storage room A601 Site Demolition Plan o A602 New Site Plan 4 sf A603 Site Vignette A.1: North Side 1= T-24-5 Building Type Bs -Cs . Site Plan C� Es A604 Site Vignette A.2: East Side `c • NOT USED: Building Type Bs Site Plan i� 0 A605 Site Vignette A.3: South (rear) r� rT 0116 and West Side Site Plan c A606 Site Vignette: Accessible d W 0118 Walkway to Community Structural Details unconditioned storage room F GridlgRd (A607 and A608 NOT USED Wood Shear Wall and Hold A609 Building Demolition Plan L A tw A610 New Floor & Reflected m Ceiling Plan c All A611 Exterior Elevations Gridley Slate Preschool _sI oo A612 Interior Elevations: Restrooms T-24-17 A613 Interior Elevations: Reception 'E Desk; Manager's Office/Office Q #1 Wall; Break Room and ' But te Cott yEGridleY Rd Offae Edoca on Community Room A701 Architectural Details 1 through 12 A702 Architectural Details 31 Athrough 25 A703 Architectural Details 26 through 35 a A704 Architectural Details 36 through 45 Q A705 Placeholder for possible Architectural Details 46 through 54 Architect: Patricia Barnard Architect/ monighandesign JV 4174 Scranton Circle Carmichael, CA Contact: Patricia Barnard, A.I.A (916) 601-1888 a N Py Wr. Er tj C 01-31 to- C;a ~ 0100 0101 0102 003 0104 0105 Original Building Type 1 Original Building Type 2 Original Building Type 3 Original Window, Door and Miscellaneous Details Original Mechanical & Plumbing at Building Types 1, Original Electrical at Building Types 1, 2 and 3 R Structural Notes 0106 Floor Plan and Sections W Biggs Gridley _ 0107 Exterior and Interior S P -S Plumbing Specification 0I08 Window & Door Details, Roof •r- PC CODE ;. M/P-1 Mechanical/Plumbing a.+- Plan F 1" � z S 1.2 S ca 0109 Foundation Plan O y 4, Slarbucks I 0110 Mechanical and Plumbing •.e° -r le w oil] Electric Plan Unit Type Cs/Bs Structural sf R S1.5 O Enema CIA Budgel Blinds Unit Type Cs/Cs Structural Calt 741 S1.7 d 41 sf if unconditioned storage room B ik• Unit Type Es Structural Pan 0112 Foundation Plan 4 sf 0113 Floor Plan, Door and Window Unit Type Gs Structural Pan T-24-5 Building Type Bs -Cs . Schedules Unit Type Ga Structural Pan Es 0114 Interior Elevations and Door 0 :- • NOT USED: Building Type Bs Details i� 0 0115 Exterior Elevations C rT 0116 Section, Roof Framing Plan P 0117 Mechanical and Plumbing Q W 0118 Electric Plan Structural Details unconditioned storage room F GridlgRd S5.0 Wood Shear Wall and Hold 61 sf of original area converted4to T-24-13 L A tw 1597 W &T-24-14 T-24-15 L O All 2 BUTM COUNTY DEVELOPMENT SERVICES Ra3aVIEWE FOR F O(r�PL:i V� E @A@Y NOTES: 1. ALL RESIDENTIAL BUILDINGS WERE BUILT BEFORE 1976 2. LEAD BASED PAINT AND ASBESTOS ARE PRESENT IN THESE BUILDINGS 3. NEW FRAMING TO COMPLY WITH CBC SECTIONS 2304 AND 2308. HEADERS SPANS PER CBC TABLE 2308.10.3(5). SEE S SHEETS OF THESE DRAWINGS FOR STRUCTURAL DESIGN AND SPECIFICATIONS BUILDING AREAS CODE COMPLIANCE DISCIPLINE = Structural 1JIdW111'J [1L ova .a av --- the M P & E Design/Build Team S0.0 Structural Notes AREA sf S0.1 Structural Notes Biggs Gridley _ .® S1.0 Unit Type As/Aa & As/As P -S Plumbing Specification Memo"al wspita! { l � •- - Structural Plan CODE ;. M/P-1 Mechanical/Plumbing a.+- N F 1" 2005 RESIDENTIAL AND NON - z S 1.2 S ca E Grid " S1.3 NOT USED: Unit Type Bs/Da y 4, Slarbucks I `� •'= - - -' - n Of addition, 81 sf is conditioned and SIA Unit Type Cs/Bs Structural sf R S1.5 Unit Type Calt/Bs Structural Enema CIA Budgel Blinds Unit Type Cs/Cs Structural Calt 741 S1.7 Unit Type Da/Cs Structural 41 sf if unconditioned storage room B ik• Unit Type Es Structural Pan Of addition, 108 sf is conditioned and S1.9 prcyty Ave sf 849 S1,10 Unit Type Gs Structural Pan T-24-5 Building Type Bs -Cs . SIA 1 Unit Type Ga Structural Pan Es 1658 I . i nhermayer Ave-. ._. Unit Type Hs Structural Pan • NOT USED: Building Type Bs S 1.13 i� Da 97 sf of original area converted to S2.0 Typical Details 99 s- Building Type Cs -Cs S2.1 Typical Details - .. , ..... ... Pichafd34,. -24-1 I & Building Type Da -Cs S3.1 Structural Details unconditioned storage room F GridlgRd S5.0 Wood Shear Wall and Hold 61 sf of original area converted4to T-24-13 Down Schedule tw 1597 W &T-24-14 T-24-15 Building Type Fs All 2 Gridley Slate Preschool _sI oo i^ T-24-17 Building Type Ga or Gs &T-24-18 T-24-19 Building Type Ha or Hs ' But te Cott yEGridleY Rd Offae Edoca on _ r s s T P- 03 O i r 10 �a 3 °s S N Q rC'> d� 7 � y 10 Rutland Cr x a LOCATION MAPS N.T.S. BUTM COUNTY DEVELOPMENT SERVICES Ra3aVIEWE FOR F O(r�PL:i V� E @A@Y NOTES: 1. ALL RESIDENTIAL BUILDINGS WERE BUILT BEFORE 1976 2. LEAD BASED PAINT AND ASBESTOS ARE PRESENT IN THESE BUILDINGS 3. NEW FRAMING TO COMPLY WITH CBC SECTIONS 2304 AND 2308. HEADERS SPANS PER CBC TABLE 2308.10.3(5). SEE S SHEETS OF THESE DRAWINGS FOR STRUCTURAL DESIGN AND SPECIFICATIONS BUILDING AREAS CODE COMPLIANCE DISCIPLINE = Structural 1JIdW111'J [1L ova .a av --- the M P & E Design/Build Team S0.0 Structural Notes AREA sf S0.1 Structural Notes M -S Mechanical Specifications .® S1.0 Unit Type As/Aa & As/As P -S Plumbing Specification 36sf of from original area converted A. Structural Plan CODE ;. M/P-1 Mechanical/Plumbing a.+- S1.1 Unit Type Bs/Bs Structural 2005 RESIDENTIAL AND NON - z S 1.2 Unit Type Bs/Cs Structural ca 741 S1.3 NOT USED: Unit Type Bs/Da 44 is unconditioned storage room `� •'= Structural Pan E -S Electrical Specifications Of addition, 81 sf is conditioned and SIA Unit Type Cs/Bs Structural sf R S1.5 Unit Type Calt/Bs Structural Enema CIA S1.6 Unit Type Cs/Cs Structural Calt 741 S1.7 Unit Type Da/Cs Structural 41 sf if unconditioned storage room B S1.8 Unit Type Es Structural Pan Of addition, 108 sf is conditioned and S1.9 Unit Type Fs Structural Pan sf 849 S1,10 Unit Type Gs Structural Pan T-24-5 Building Type Bs -Cs . SIA 1 Unit Type Ga Structural Pan Es 1658 S1.12 Unit Type Hs Structural Pan T-24-7& NOT USED: Building Type Bs S 1.13 Unit Type Ha Structural Pan Da 97 sf of original area converted to S2.0 Typical Details T-24-9& Building Type Cs -Cs S2.1 Typical Details S3.0 Structural Details -24-1 I & Building Type Da -Cs S3.1 Structural Details unconditioned storage room S5.0 Wood Shear Wall and Hold 61 sf of original area converted4to T-24-13 Down Schedule tw BUTM COUNTY DEVELOPMENT SERVICES Ra3aVIEWE FOR F O(r�PL:i V� E @A@Y NOTES: 1. ALL RESIDENTIAL BUILDINGS WERE BUILT BEFORE 1976 2. LEAD BASED PAINT AND ASBESTOS ARE PRESENT IN THESE BUILDINGS 3. NEW FRAMING TO COMPLY WITH CBC SECTIONS 2304 AND 2308. HEADERS SPANS PER CBC TABLE 2308.10.3(5). SEE S SHEETS OF THESE DRAWINGS FOR STRUCTURAL DESIGN AND SPECIFICATIONS BUILDING AREAS CODE COMPLIANCE DISCIPLINE = ADDED/DELETED 1JIdW111'J [1L ova .a av --- the M P & E Design/Build Team BUILDING CODE AREA sf .010 CALIFORNIA PLUMBING PLUMBING M -S Mechanical Specifications .® 2010 CALIFORNIA ELECTRICAL ELECTRICAL P -S Plumbing Specification 36sf of from original area converted A. A CODE ;. M/P-1 Mechanical/Plumbing a.+- NSW 2005 RESIDENTIAL AND NON - z Diagrammatic Plans -- For Use Of addition, 86 sf is conditioned and ca 741 A in Design/Build Delivery 44 is unconditioned storage room `� •'= Total Addition = 120 E -S Electrical Specifications Of addition, 81 sf is conditioned and Cs 2 sf E-1 Electrical Diagrammatic Plans 39 is unconditioned storage room Enema Compliance Certificates T-24-1 1 Building Type As -Aa or As -As Calt 741 sf &T-24-2 41 sf if unconditioned storage room T-24-3 Building Type Bs -Bs Of addition, 108 sf is conditioned and Da (accessible) &T-24-3 sf 849 ca T-24-5 Building Type Bs -Cs . :~ &T-24-5 Es 1658 U 1565 T-24-7& NOT USED: Building Type Bs T-24-8 Da 97 sf of original area converted to Fs 1482 T-24-9& Building Type Cs -Cs unconditioned storage room T-24-10 UT 73 sf of original arca converted to -24-1 I & Building Type Da -Cs 0 / <73> T-24-12 unconditioned storage room > 61 sf of original area converted4to T-24-13 Building Type Es tw 1597 W &T-24-14 T-24-15 Building Type Fs 2 &T-24-16 i^ T-24-17 Building Type Ga or Gs &T-24-18 T-24-19 Building Type Ha or Hs &T-24-20 BUTM COUNTY DEVELOPMENT SERVICES Ra3aVIEWE FOR F O(r�PL:i V� E @A@Y NOTES: 1. ALL RESIDENTIAL BUILDINGS WERE BUILT BEFORE 1976 2. LEAD BASED PAINT AND ASBESTOS ARE PRESENT IN THESE BUILDINGS 3. NEW FRAMING TO COMPLY WITH CBC SECTIONS 2304 AND 2308. HEADERS SPANS PER CBC TABLE 2308.10.3(5). SEE S SHEETS OF THESE DRAWINGS FOR STRUCTURAL DESIGN AND SPECIFICATIONS BUILDING AREAS CODE COMPLIANCE DISCIPLINE CODE REFERENCE ADDED/DELETED 2010 CALIFORNIA BUILDING BUILDING CODE AREA sf .010 CALIFORNIA PLUMBING PLUMBING CODE .® 2010 CALIFORNIA ELECTRICAL ELECTRICAL CODE 36sf of from original area converted 2001 CALIFORNIA MECHANICAL MECHANICAL CODE ;. FIRE 2001 CALIFORNIA FIRE CODE 2005 RESIDENTIAL AND NON - ENERGY RESIDENTIAL ENERGY 1. THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS. (UFAS)APPLICABLE ACCESS /OTHER 2 REQUIREMENTS OF THE COUNTY CODE: AND COUTY HEALTH DEPARTMENT PLAN TYPE ORIGINAL ADDED/DELETED NEW CONDITIONED NOTES 0 rn AREA sf AREA sf AREA sf Co .® co 00 VO Cb - 36sf of from original area converted Aa (accessible) or As 829 0 /<36> 793 to unconditioned storage room Total Addition= 130 o�rn rT ECS Of addition, 86 sf is conditioned and Bs 741 sf 827 44 is unconditioned storage room Total Addition = 120 Of addition, 81 sf is conditioned and Cs 741 sf 821 39 is unconditioned storage room Total Addition = 125 Of addition, 84 s is conditioned and Calt 741 sf 825 41 sf if unconditioned storage room Total Addition = 160 Of addition, 108 sf is conditioned and Da (accessible) 741 sf 849 52 sf is unconditioned storage room 93 sf of original area converted to Es 1658 0 / <93> 1565 unconditioned storage room 97 sf of original area converted to Fs 1482 0 / <97> 1385 unconditioned storage room 73 sf of original arca converted to Gaaccessible Gs ( ) or 1658 0 / <73> 1585 unconditioned storage room 61 sf of original area converted4to Ha (accessible) or Hs j 1658 0 / <61> 1597 unconditioned storage room EN. 02/2075 f 0 rn Co .® co 00 VO Cb - U rQ � C12 ( I o�rn rT ECS .. -- � " ,, T T_ U ►°' u- EN. 02/2075 PROJECT NOTES I. DESIGN/BUILI? PORTIONS OF THE WORK 5 Mechanical, Plumbing and Electrical portions of the work will be accomplished using a ' 'I • 0 A. All M , g 1? p g U design/build method of delivery. 1. The Contractor shall produce all drawings, specifications and documents required by the local . authority to permit this portion of the work U U 2. See Specification Sections 15 00 00 Mechanical and Plumbing: Design/Build and Section 16 00 00 Electrical: Design/Build for a complete list of County of Butte permit requirements as well as general specifications for the work 3. Plumbing shall be installed in substantial conformance to the documents taking into account structural and mechanical systems. No structural members shall be cut witliout written consent of the Structural Engineer.r.,...., .,,,,..".."��' 'Wr 5 II. GENERAL A. The design of this project substantially complies with the requirements of the Uniform Federal � Accessibility Standards (UFAS). UFAS is a federal accessibility law. This project shall also comply with the California Accessibility requirements in Chapter I 1 of the California Building Code ^ �' (CBC). In case of a conflict between UFAS and CBC requirements, UFAS will prevail. �' •~ B. The General Contractor shall be responsible for locating all utilities and coordinating witlt the •3 0 respective companies, agencies and the Architect including the local satellite TV company when j � p3 Q•, removing and relocating satellites to eave mounted brackets at each respective unit. c� C CrJ PROJECT SUMMARY v This modernization, renovation and added space work at Gridley Farm Labor Housing (FLH) includes, but is 'o not necessarily limited to, the following: a J A. Administration Building 1. Renovation of interior to provide accessible entry, restrooms, reception desk, office spaces, Fa; Break Room and Community Room , 2. Installation of a new rear (south) exist at the Community Room with connecting walkway to existing side (west) exit and street 3. Installation of accessible walkways to the front and rear entries of the office portion of the wf.�.�,...�.. , ..n..0 building BUTTE 4. Slurry sealing and re -striping of parking areas to allow for accessible parking and paths of travel COUNTY - B. Site Work �° OCT 9 2014 1. Replacement of Community mail boxes0 I)EVELOPXIENT 2. Renovation of Rose Garden adjacent to the east side of the Administration Building SERVICES 3. Installation of accessible parking and walkway to the Community Playground including placement of benches, trash receptacles and drinking fountain. (� ZD12 C. Residential Units 1. There are 53 existing, CMU constructed residential buildings all of which are currently (2) 2- bedroom., 1 -bath duplexes, for a total of 106 living units. All will be renovated to: a. eliminate or encapsulate lead-based paint and asbestos contaminated con.1ponents b. provide: new kitchens, baths, flooring; additions with laundry facilities; exterior storage - rooms in addition or taken from within the existing footprint; new doors and windows; new i HVAC and water heating; new roofing and stucco exterior wall finish ' 2. Of the 53 buildings: a. Four (4) buildings will remodeled into 1-bedroom/1-bath duplexes with space taken from within the existing footprint for exterior storage;` b. Twenty nine (29) buildings will be remodeled into 2-bedroomllbath duplexes with added U space for laundry facilities and exterior storage; c. Six (6) buildings will be remodeled into 3-bedroom/1-bath single family homes with space taken from within the existing I.footprint for exterior storage; ' d. Ten (10) buildings will be remodeled into 3-bedroom/2-bath single family homes with space taken from within the existing footprint for exterior storage; and, Al e. Four (4) buildings will be remodeled into 4-bedroom/2--bath single family homes with space taken from within the existing footprint for exterior storage. DATE . _ -.1 X2013 DRAWN BY : 113 This results in eighty six (86) renovated living units. - JOB 100.0 See Specification Section 01 1100 Summary of Work for a complettdescription of the Work. SHEET A000 .® PROJECT NOTES I. DESIGN/BUILI? PORTIONS OF THE WORK 5 Mechanical, Plumbing and Electrical portions of the work will be accomplished using a ' 'I • 0 A. All M , g 1? p g U design/build method of delivery. 1. The Contractor shall produce all drawings, specifications and documents required by the local . authority to permit this portion of the work U U 2. See Specification Sections 15 00 00 Mechanical and Plumbing: Design/Build and Section 16 00 00 Electrical: Design/Build for a complete list of County of Butte permit requirements as well as general specifications for the work 3. Plumbing shall be installed in substantial conformance to the documents taking into account structural and mechanical systems. No structural members shall be cut witliout written consent of the Structural Engineer.r.,...., .,,,,..".."��' 'Wr 5 II. GENERAL A. The design of this project substantially complies with the requirements of the Uniform Federal � Accessibility Standards (UFAS). UFAS is a federal accessibility law. This project shall also comply with the California Accessibility requirements in Chapter I 1 of the California Building Code ^ �' (CBC). In case of a conflict between UFAS and CBC requirements, UFAS will prevail. �' •~ B. The General Contractor shall be responsible for locating all utilities and coordinating witlt the •3 0 respective companies, agencies and the Architect including the local satellite TV company when j � p3 Q•, removing and relocating satellites to eave mounted brackets at each respective unit. c� C CrJ PROJECT SUMMARY v This modernization, renovation and added space work at Gridley Farm Labor Housing (FLH) includes, but is 'o not necessarily limited to, the following: a J A. Administration Building 1. Renovation of interior to provide accessible entry, restrooms, reception desk, office spaces, Fa; Break Room and Community Room , 2. Installation of a new rear (south) exist at the Community Room with connecting walkway to existing side (west) exit and street 3. Installation of accessible walkways to the front and rear entries of the office portion of the wf.�.�,...�.. , ..n..0 building BUTTE 4. Slurry sealing and re -striping of parking areas to allow for accessible parking and paths of travel COUNTY - B. Site Work �° OCT 9 2014 1. Replacement of Community mail boxes0 I)EVELOPXIENT 2. Renovation of Rose Garden adjacent to the east side of the Administration Building SERVICES 3. Installation of accessible parking and walkway to the Community Playground including placement of benches, trash receptacles and drinking fountain. (� ZD12 C. Residential Units 1. There are 53 existing, CMU constructed residential buildings all of which are currently (2) 2- bedroom., 1 -bath duplexes, for a total of 106 living units. All will be renovated to: a. eliminate or encapsulate lead-based paint and asbestos contaminated con.1ponents b. provide: new kitchens, baths, flooring; additions with laundry facilities; exterior storage - rooms in addition or taken from within the existing footprint; new doors and windows; new i HVAC and water heating; new roofing and stucco exterior wall finish ' 2. Of the 53 buildings: a. Four (4) buildings will remodeled into 1-bedroom/1-bath duplexes with space taken from within the existing footprint for exterior storage;` b. Twenty nine (29) buildings will be remodeled into 2-bedroomllbath duplexes with added U space for laundry facilities and exterior storage; c. Six (6) buildings will be remodeled into 3-bedroom/1-bath single family homes with space taken from within the existing I.footprint for exterior storage; ' d. Ten (10) buildings will be remodeled into 3-bedroom/2-bath single family homes with space taken from within the existing footprint for exterior storage; and, Al e. Four (4) buildings will be remodeled into 4-bedroom/2--bath single family homes with space taken from within the existing footprint for exterior storage. DATE . _ -.1 X2013 DRAWN BY : 113 This results in eighty six (86) renovated living units. - JOB 100.0 See Specification Section 01 1100 Summary of Work for a complettdescription of the Work. SHEET A000 D D O DIAL " TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE i 8--1-1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT D ................. DRAIN DI ................ DRAIN INLET MH(D)......... MANHOLE (DRAIN) FL ............... FLOW LINE S ................ SANITARY SEWER MH(S)......... MANHOLE (SEWER) C/L............ CENTER LINE BC .............. BEGIN CURVE EC .............. END CURVE Pi ............... POINT OF INTERSECTION R/W........... RIGHT OF WAY EP .............. EDGE OF PAVING CR .............. CURB RETURN GB .............. GRADE BREAK AB ................ AGGREGATE BASE AC ................ ASPHALT CONCRETE C&G............. CURB AND GUTTER P/L.............. PROPERTY LINE TBC .............. TOP BACK OF CURB FOC .............. FACE OF CURB ; SCHED......... SCHEDULE TYP.............. TYPICAL TW ............... TOP OF WALL ELEVATION BW ............... BOTTOM OF WALL ELEVATION LEGEND PROPOSED AIR RELEASE VALVE } BLOWOFF SDWK-,, CURB, GUTTER K . & SIDEWALK L- -- STORM DRAIN SEWER SERVICE,'', SANITARY SEWER �-°— SEWER FORCE MAIN EID— WATER MAIN 6 GATE BALL WATER VALVE Ak AL AIR RELEASE VALVE , BLOWOFF PROVIDED BY THE OWNER CERTIFYING DRAIN INLET I� MANHOLE ..S STREET SIGN SUBSTANTIAL IMPROVEMENT .STREET LIGHT 1 FUTURE DRIVEWAY aua CONTROL POINT #2 N 4357.73 E 8887.55 IMPF"ilkOVEMEN' -PLANS FOR STREET RECONST UCT ON AT 000% R - H 0." Urq%IDLEY. FAm'm'�kM LArlu �.. ,ate BUTTE COUNTY, NTY, CA CONTROLFC NTS1 N 5000.00 - E 1000 .00 ,. • ���., •!' ±>r;.,..5 �: .:3Q1µ`' �y.. �� .. tF, . . r,•' r ,n Y'.. � �9'�• ,r•'.� � (l �F.;,'1 is � kSy 5A ,,'t '• tA n #II ,• °r xri s1 :N.45r Vs.".!•:<: s„p%� 1,,.`,jy�I Hf Nis: 0"T 10sq: Ular6� iYi�iTXB � 3 '• { Fxi � 3 � 33➢r,�3 . %�' � � ;3:,, # 'n�ir97.L'i �ii � fFi, } I `��' �• I} �,r d"�lri..Fi3 S Ee '� 7 �?J� :'s/�ir`�r +.��'f; �>9 O 3 �Si�.f[).?'iga 4; n i......_.Y: x v 11 4> r ...I —^n zT T1,11 i•- i Ffw I v�� as?� >oj?f!</"'f .:�rT} {{( 8'""' ` �„.,. 'anr �x•�. 3s•;t { GFtF•e Ckt� . Cs i CA 0c.....s fkj cz Ii EXISTING EiE{}jF� xwi?f. ..•2%kFl Sf DYtI t• W4.,'¢3..•1 I O t i I- ..3 ah m 61,"�-.3xi—j,'' r SDWK a> .... v gMif%u; r�Fk ........_....................................... ..CURBi GUTTER..............................r:::::::.:.;.;. & SIDEWALK _....................._...... �; ;, -} w.fz ti ,f r i '"^'.�.. •,,,. i � !i}k, k3.J,r:.'7..�,� +,... t'^••+f\ .Or �"`aSx..sK.K "w ............................................._......_ .,. _.......,. ..., .... ly- rte• j RUTLAND COURT_ STORM DRAIN W_-•(.X�� 1 .:._-'-r j i4'G'bfft ii C`GI� 7k'a ff.'s 4q\ rri y.\ f rw�aii�•1 k $Si.Z.g` .fT• XH. r� Y/ ii, \ •5F 4i, `y } ^��`�,.'F%' }• ,�--SEWER SERVICE I } �: �• } }_ F� ..} ...�„� ��xk�k�'� rr•.�,.�Fr =e. ��r�;/ SANITARY SEWER f} SEWER FORCE MAIN WATER MAIN --------"1;•_, GATE BALL WATER VALVE (SS)�i AIR RELEASE VALVE } BLOWOFF . DRAIN INLET K . MANHOLE _ ._.....�............... STREET SIGN= STREET LIGHT - SITE SCALE: 1" = 100' SECiT01�� Provide special inspection reports to CBC SPECIAL INSPECTION FtECUIR€E? the Building Division office for review . and approval prior to final building field See attached Special hispection inspection Nate i INDEX TO PLANS VICINITY MAP NOT TO SCALE (1.) c--1 TITLE SHEET (2.) C-2 NOTES AND DETAILS (3.) C•-3 .STREET RECONSTRUCTION • PLAN (4.) C--4 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS11111111111111011 } 0 d K . a 4 P0 c— �, F.I.R.M.: Q& 007 G 112 t' r z JAN&4D{( sa , PROVIDED BY THE OWNER CERTIFYING J THE PROPOSED CONSTRUCTION WILL h7>: Ftivs< ..S SUBSTANTIAL IMPROVEMENT :f i SITE SCALE: 1" = 100' SECiT01�� Provide special inspection reports to CBC SPECIAL INSPECTION FtECUIR€E? the Building Division office for review . and approval prior to final building field See attached Special hispection inspection Nate i INDEX TO PLANS VICINITY MAP NOT TO SCALE (1.) c--1 TITLE SHEET (2.) C-2 NOTES AND DETAILS (3.) C•-3 .STREET RECONSTRUCTION • PLAN (4.) C--4 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS11111111111111011 ���QRfl6ESS/p,�i�` w ON r+ NO.s4118 .12-31-1 �t rl ...CML 'rF OF CAUi N Wn � Ln t j 0`100 N o o Oo A fs+ 4 o A� 1 It- E W } 0 d K . a 4 Flood Zone: c— �, F.I.R.M.: Q& 007 G 112 t' r z JAN&4D{( +e A FLOOD PLAIN DECLARATION WAS PROVIDED BY THE OWNER CERTIFYING J THE PROPOSED CONSTRUCTION WILL NOT CONSTITUTE A FEMA SUBSTANTIAL IMPROVEMENT NO CONSTRUCTION IN EASEMENTS s u�� ALL PORTIONS OF STRUCTURE TO BE OUT } < OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, d EAVES AND ROOF 4\ +�t � .3 'F J..3_t STREET RECONS FRUCI10N k ���QRfl6ESS/p,�i�` w ON r+ NO.s4118 .12-31-1 �t rl ...CML 'rF OF CAUi N Wn � Ln t j 0`100 N o o Oo A fs+ 4 o A� 1 It- E W m } 0 d �m U a 4 X1111111 m } 0 d �m U a 4 to 0 It i to 0 0) 0 CO V. � I 0 Q N ZLIJ v LJJ 0 z � J CL ,� (!) v '. � J U a a Cn ELL. q rn W M o wr IrL �0,,, ° J L° a� SHEET 0 131c PERMIT#�-O L BUTTE COUNTY DEVELOPMENT SERVICES REV WED FORC 1 C DE OM LIAN E W .0 s GENERAL NOTES I. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE BUTTE COUNTY STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDUMS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT 48 HOURS BEFORE WORK IS TO BEGIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND YORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND TRAFFIC CONTROL HANDBOOK (WATCH). 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. 5. IF UNUSUAL AMOUNTS OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, WORK WITHIN 50 METERS OF THE AREA SHALL CEASE IMMEDIATELY AND A QUALIFIED ARCHAEOLOGIST SHALL BE CONSULTED TO DEVELOP, IF NECESSARY, MITIGATION MEASURES TO REDUCE ANY ARCHAEOLOGICAL IMPACT TO A LESS THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION RESUMES IN THE AREA, 6. DRAIN PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE AND SHALL CONFORM ASTM DESIGNATION C76 CLASS Ill, IV OR V, PVC SDR -35 OR AS SPECIFIED ON PLANS. USE RCP CLASS III OR PVC SDR -35 WITH 18" OR MORE MINIMUM COVER, RCP CLASS IV WITH 12" - 18" MINIMUM COVER, RCP CLASS IV ENCASED IN CDF WITH 6" - 12" MINIMUM COVER AND DUCTILE IRON PIPE ENCASED IN CDF WITH 0" - 6" MINIMUM COVER. IN ALL CASES, JOINTS, FOR CONCRETE PIPE SHALL BE RUBBER GASKETED JOINTS. (NOTE: MINIMUM COVER IS FROM BOTTOM OF AB TO TOP OUTSIDE DIAMETER OF DRAIN PIPE) 7. DI INLET LEADS SHALL BE RCP CLASS III OR PVC SDR -35 WITH 18" OR MORE MINIMUM COVER, PVC C-900 CLASS 150 OR CLASS IV WITH 12" - 18" MINIMUM COVER, CLASS IV ENCASED IN CDF OR PVC C-900 ENCASED IN CDF WITH 6" - 12" MINIMUM COVER, AND DUCTILE IRON PIPE ENCASED IN CDF WITH 0" - 6" MINIMUM COVER. IN ALL CASES, JOINTS, FOR CONCRETE PIPE SHALL BE RUBBER GASKETED JOINTS. (NOTE: MINIMUM COVER IS FROM BOTTOM OF AB TO TOP OUTSIDE DIAMETER OF DRAIN PIPE). 8. AGGREGATE SUBBASE SHALL CONFORM TO CALTRANS SPECIFICATIONS DATED: JULY, 1992 A.S.B., SECTION 25. 9. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 10. THE EXACT WIDTH OF EXISTING PAVEMENT TO BE SALVAGED SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 11. EXISTING ASPHALT PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT UNE. THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. ENGINEER'SNOTES•. 1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, MEREDITH ENGINEERING CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED WHICH ARE NOT SHOWN ON THESE PLANS. 2. CONTRACTOR TO EXPOSE EXISTING SEWER AND (OR) DRAIN LINE FOR SURVEYORS TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF WORK. 3. PRIOR TO ANY CORRECTIVE ACTION, BY THE CONTRACTOR, WHICH IS NECESSARY DUE TO ALLEGED DESIGN ERROR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR VERIFICATION OF DESIGN INTENT. TINGCURB16", TOMATCi EXI SECTfAlu ' F 1r I .� I FLOW LINE *a �" . ROLLED URS � x�l � f . ,.� :F%.t, SURFACE GUTTER.. SECTION ' =OFS s RVERTICAL CUR& � IR A.C. SURFACE. GUTTER. 1"-SATnli- NOTE,- 'VER%GIRL CVRB & CUTTER''TO SE USEO AT A.L.I. CURB RETURNS. W EXPANSION JOINT AT EACH �• �,�''`r END & MIDPOiNT OF CURB RE°=`URN1. � K; WOE EXPANSION JOII'+iTS MAX, � INTERVAL 60' 1 e"' 'SCORED CONI%, 40INT'S MAX, � ,r• I � � . INTERVAL 16' ✓O" `~"`"�-..,. fro • e DET:AI.LS OF TRANSITION FROM ROLLED • CURB & GUTTER* . TO VERTICAL CURB GUTTER TER �A W 1C#,A���., NDARD F0 CONCRE COR,T.Ee - fq `i EAar -VE�R'T`I AND ROLLED CURB GUTTER A COUNTY STANDARD NO" —2 ► SEAL COAT — SEE NC;TI~ ;:..IwIW . w co coll�`�� -) C3 cn SHEET0 m • {, a, Q oova0 c :. jj m n �13AMnLL c BACKRUL. AS AS 8" MIN, CLASS A PER lNO7E BELOW W PER Il01M BELOW P.C'.m OR 3w A.C, ce� 2" rME "S* A.C, ON <W 12" CLASS 2 s•' CLASS 2 A.S. FAIN, o A.B. MIN, rt A. e M TYPE A T'A'RE. B ASPHALT CONCRETE ARMOR COAT OR SEAL STREETS COAT STREETS 8" MIN, CLASS "A" P.C,3C, -- B" CLASS 2 A.B. MIN, Fil —7 0A4j 0x40 d► � +1 "�bp4 ! O` 0 0 �. � 0 i1 0 O -/ ,E tf W /,Mq . it I ,e '. FAC101ILL AS BACKirU. AS FUER NOTE BELOW PER NOTE KLOW s IF TYPE C TYPE PORTLAND CEMENT UNIMPROVED STREETS CONCRETE STREETS /ALLEYS OR EA'SEI ENTt NOYES: 1 ALL WOW, SHS A00Vt SHALL. OONFORM TO 71HE APPLICASLE SEC1I04$ OF THE STANDARD SPECMATIONS .. 2 ALL EXCAVATION WITHIN PUBLIC RIGHT OF WAY SHALL BE VACKr#LLZD IN A=ADANtE VM $ 0T1 -ON 19-3 OF THE STANDARD SPECIFICATIONS, MIN. SE - 30 , 95% REL:COMPACTION FULL DEPTH. 3 AREA ,ADJACENT TO THE TRENCH SHALL BE LEFT IN A CONDITION ECUAL TO OR BETYER THAII THAT . 15=11#NG PRIOR TO CONSTRUCTION. 4 SEAL. COAT-•BITUWNOUS BINDER SHALL BE C#J'1iERM WITH 07HER $AND OR SCREENINGS TO MATCR DaSTINO SURFACE, S S'TRUC'T RA;L SECTION ELtMENTS4 MAY BE INCREASED VMERE REQUIRED BY THE DEPARTMENT Of PUBLIC WORKS DUE TO SOIL COND17IONS AND TRAFFIC CONSIDERATIONS, TIME REPLACEMENT SIRUCTURAL SECTION SMALL EQUAL THE EXISTING STRUCTURAL, SECTION AS A MINIMUM REOUIREMENT, EXCEPT THAT THE SEC'I)ON SHOWN ABOVE 15 AN ACISOLL17E MINIMUM, 6 ASPHALT CC 4CRE'I'E SHALL BE TYPE 'S'. ,K" MAXIMUM MEDIUM GRADING. 7 AGGREGATi BASE SHALL BE CLASS 2. V+o MAXIMUM GRADINO. *TypI AL, DETAILS OF PAVEMENT REPLA EI�IE�T ANIS SACKFILL REQUIREMENTS COUNTY STANDARD NO. a S-17 ,. N.T.S. • ?94�.: WAS 1� �i'3 � _ T TM9 A 8'»0" (IR S . TABLE 3, 0.1. CRAM "m OR 4 �. t�f3!I Y BASE T() T '•' DRAIN OUT .. 41 4 -ex BACK SIDE OF" �..� . �' ;-� � � � ?RAS eac-Yvp INLEi' �#y.....:.� t PLAN „ r -...SECTION G GEN L. NOTE" min �a� io* » + un" W> " m AN.p Ift NCRmAl. our" I mv Rtiii. CMQ Aid) 4RAM tmt vNmwm=1 C 11 1 tt . ' '' to R., z WALL, ftwof' Opo my fi8ouno � *w I$ A! 0 LOS w w....w" p p Cs� Tom. t!%rJ1II 35ftALl. a tow EM iE1' +b �- CfI?flit6 fIAO in Q"w� .�.• us% { AWN N ( 1�a"T:�1J. : BiF ► 'I8" 4 - 00l9 1 W IS I,y:°�'y 4/- IN'€CyR'VAiL T40 -0 %�,��.A �4'+y/' KbM To r� 1�A ITIa. 12' '�'4 �,ie 13iP tTbF.Y: R. � it + .xm 'tiV�� i. IFIQI,i1 4A' 00ft -90N +XitN7 'f, F000 CM K I t! P1 #0 WALL. PLAN 4 *.x" 1 of omBALI :LtM1iRS !a•I" HAVIC W= .;MM lW MD A .. �. - � � Or 12t3 MOM Ni„ I GTI S TOO" *� t. D i * AI"A It ANIS i1 "M +CQf;S'tI t ! ^ - 1k AA°7p ! a Nom" tl1iolA@U;�-t1 AT "WWI) 04 10 f rLm .AM" Pf 1 AND WIT" ARErAS. CRACE SLOPE' SECTIONlip STEP DETAIL �i- mo 1 o$Irx� ANCHOR E TYPE 4-1 FATE #107r?�TEr �"FACE ANGLE DTAIL���v� ° 0OR C OsAa.. MOM t TANKARD ' DETAILS FOR:Aw "� t'YPE 00 6RAINAGE INLET -AND DETAILS ;� COUNTY STANDARD NO, "".. N.T.S. RES 06- 149 10/24/011 x kill" M ��; __. MARKER FOR STORM ORI, DRAIN -- 11MI,.E THAT RETAIN IN LEACH TRENCH OR R.E7 NTION. S "STEM. MARKER FOR STORM DRAIN INLET$ THAT DRAIN TO CREEK, SWALE OR OTHER WATER BODY. $id INLET j I CONTRACTOR TO EPDXY I; MARKER TO INLET WHERE SHOWN USING "dae" CURS I�3 iM DRAIN #R ADHESIVE 't'S--222 I5TRItEF2 STORM WATER MANAGEMENT OR EQUIVALENT. LOCATION. PROGRAM DOMED MARKS R TO BE PURCHASED FROM COUNTY OIC' SUTTE Pvauc WORKS DEPARTMENT. STANDARD DETAILS FOR: STORM WATER MANAGEMENT PROGRAM DRAINAGE INLET MARKED C OUN17Y. STANDARD NO. ... M.T.S. RES -14910/24/06 �r - — I PERMIT# CJI ✓ -I BUTTE COUNTT DEVELOPMENT SERVICES REV WED FOR L. OMPLI IViC 13Y- ���QgOfESS/ply` N` I' N0.64118 .t2-31-1 * J'J CML N. �lF of CALIF��^� i SHEET0 m • 'MpwY' M m n C-2 c L m W v 4i ce� p o iqf i SHEET0 m m Z cis' m n C-2 c L m W v 4i ce� p o YR nig i SHEET0 m m Z cis' m n C-2 c L m W v 4i ce� p o i SHEET0 i Z cis' C-2 c L m OF 4 SHEETS v A ASSUMED HORIZONTAL CONTROL SEE CONTROL POINTS #1 AND #2 ON TITLE SHEET 9 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG h YbU DIG TOLL FREE 8-1-1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF ELEVATIONS: THE ELEVATIONS FOR THIS PLAN ARE BASED UPON STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES 84" BRASS DISK SET IN HEADWALL BEHIND GAGE STATION ON THE WEST SIDE OF FEATHER RIVER ±450' NORTHWESTERLY OF EAST GRIDLEY ROAD CROSSING OVER THE FEATHER RIVER. EXISTING CONCRETE SAWCUT LINE PAVING 12" LONG DOWEL #3 BAR @ EXISTING 24 OC, EMBED & EPDXY CONCRETE SAWCUT LINE NEW CONCRET PAVING PAVING -AGGREGATE BASE NOTE: . CONTRACTOR •Tq MATCH EXISTING- CONCRETE XISTINGCONCRETE PAVING SECTION CONCRETE GUTTER CONNECTION DETAIL NOT TO SCALE GENERAL NOTES: 1. JOINTS BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT SHALL BE MADE BY SAW CUTTING EXISTING PAVEMENT TO EFFECT A NEAT JOINT 2. JOINTS BETWEEN NEW CONCRETE AND EXISTING CONCRETE SHALL BE MADE BY SAW CUTTING EXISTING CONCRETE TO EFFECT A NEAT JOINT 3. SOILS INSPECTIONS ARE REQUIRED FOR ALL CONCRETE INSTALLATIONS. ALL NEW CONCRETE SHALL HAVE MINIMUM 6" OF BASE MATERIAL MIN OVER COMPACTED NATIVE SOIL. EXISTING STRUCTURAL SECTION SHALL GOVERN 5. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION CONSTRUCTION NOTES SAWCUT LINE, MATCH GRADES ALONG SAWCUT. LIMITS OF REMOVAL. U2 CONSTRUCT MODIFIED COUNTY ROLLED CURB, SEE DETAIL ON SHEET 2 O MATCH EXISTING CURB AND GUTTER. DOWEL NEW CURB TO EXISTING, SEE CONNECTION DETAIL ON THIS SHEET. ® CONSTRUCT ASPHALT PAVING: PLACE 3" AC OVER 12" CLASS II A.B. 0 95% R.C. PLACE OR SCARIFY 12" MIN. OF SUBGRADE AND AND RECOMPACT TO 90% R.C. CONSTRUCT COUNTY STANDARD DRAIN INLET AND CONNECT TO EXISTING DRAIN OUTFALL WITH SAME PIPE SIZE AND SLOPE EXISTING. REMOVE EXISTING DRAIN INLET AND DRAIN PIPE UP -STREAM OF NEW INLET. CONSTRUCT COUNTY STANDARD DRAIN INLET AND CONNECT TO EXISTING © DITCH WITH 8 LF OF 12" DRAIN PIPE. FL AT INLET=93.5, FL AT DITCH=93.4, S=0.0125 O7 CONSTRUCT 2' MIN. BENCH AT BACK OF CURB AND CONFORM TO EXISTING GROUND WITH 5:1 MAX SLOPE. EXISTING TREE TO BE REMOVED ® CONSTRUCT 40 LF OF 24" CMP DRAIN CULVERT. MATCH FL OF EXISTING DITCH. 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BACK OF CURB ref:[: nc rr roa r --SEE NOTE 2 `- LIP OF GUTTER f DRAINAGE INLET WITH FILTER BAG FLM VM 45° tN FLOW NO CURB 45° t 1`}J l 1 ��r r 1 EXISTING OPEN BACK HOOD - - FLOW EXISTING DROP OW FL45 r 450 J Jy Z INLET GRATE SHALL BE NO MORE THAN 2 ACRES, Y MINIMUM 2: THE FILTER BAG SHALL BE MANUFACTURED AT BACK FROM UV RESISTANT POLYPROPYLENE, NYLON, (FLOOD RELEASE) IsIs MAXIMUM BAG DEPTH `- LIP OF GUTTER f DRAINAGE INLET WITH FILTER BAG FLM VM 45° tN FLOW NO CURB 45° t 1`}J l 1 ��r r 1 EXISTING OPEN BACK HOOD - 45° FLOW 45° NOTES 1.- SEDIMENT TRAPPED UPSTREAM OF SEDIMENT CONTROL BMP SHALL BE REMOVED WEEKLY AND PRIOR TO A RAINFALL EVENT. 2.- PLACE BMPS TIGHTLY TOGETHER AT JOINTS TO PREVENT OR MINIMIZE SEEPAGE AT JOINTS. 3.- INLET SEDIMENT CONTROL MUST BE INSPECTED WEEKLY AND AFTER EACH STORM, AND REPAIRED OR REPLACED AS NEEDED. 4.- INLET SEDIMENT CONTROL IS REQUIRED FOR ALL DI's IN ADDITION TO A STORM DRAIN INLET FILTER BAG. INLET SEDIMENT CONTROL 2" MINIMUM DETAIL EXISTING DROP INLET GRATE DAM CURB Mt B(NTACT Z GFRONT D SIDES CONTACT, ALL 81DE5 DETAIL A a !VOTES, - Maintenance Schedule EXISTING DROP 1- THE MAXIMUM DRAINAGE AREA PER FILTER INLET GRATE SHALL BE NO MORE THAN 2 ACRES, Y MINIMUM 2: THE FILTER BAG SHALL BE MANUFACTURED AT BACK FROM UV RESISTANT POLYPROPYLENE, NYLON, (FLOOD RELEASE) and filter out sediment in runoff from MAXIMUM BAG DEPTH 45° FLOW 45° NOTES 1.- SEDIMENT TRAPPED UPSTREAM OF SEDIMENT CONTROL BMP SHALL BE REMOVED WEEKLY AND PRIOR TO A RAINFALL EVENT. 2.- PLACE BMPS TIGHTLY TOGETHER AT JOINTS TO PREVENT OR MINIMIZE SEEPAGE AT JOINTS. 3.- INLET SEDIMENT CONTROL MUST BE INSPECTED WEEKLY AND AFTER EACH STORM, AND REPAIRED OR REPLACED AS NEEDED. 4.- INLET SEDIMENT CONTROL IS REQUIRED FOR ALL DI's IN ADDITION TO A STORM DRAIN INLET FILTER BAG. INLET SEDIMENT CONTROL 2" MINIMUM DETAIL EXISTING DROP INLET GRATE DAM CURB Mt B(NTACT Z GFRONT D SIDES CONTACT, ALL 81DE5 DETAIL A a !VOTES, - Maintenance Schedule EXISTING DROP 1- THE MAXIMUM DRAINAGE AREA PER FILTER INLET GRATE SHALL BE NO MORE THAN 2 ACRES, of project site construction is 2: THE FILTER BAG SHALL BE MANUFACTURED basis to check for erosion. If FROM UV RESISTANT POLYPROPYLENE, NYLON, existing vegetation to prevent erosion and filter out sediment in runoff from POLYESTER, OR ETHYLENE FABRIC WITH A disturbed areas on the construction over affected areas. MINIMUM TENSILE STRENGTH OF 50 LBS PER Entrances to site Continuous, until to verify the outside vegetation is See Detail Construction LINEAL FOOT. AN EQUIVALENT OPENING SIZE Protect Graded Area Throughout During Wet Season Inspect graded areas and slopes on at and Slopes from project site NOT GREATER THAN 20 SIEVE AND WITH A Washout and Erosion MINIMUM FLOW RATE OF 40 ,t GALLONSIMINUTFJSQ FT. Continuous until 3 THE FILTER BAG MAY BE SUSPENDED FROM FILTER BAG OR HELD IN PLACE BY THE EXISTING INLET FRAME GRATE (OR OTHER APPROVED METHOD). - - (OPTIONAL) PROVIDING NO MODIFICATION OR DAMAGE SHALL BE DONE TO THE INLET GRATE OR onsite sediment deposited behind berm or roadways within roadways are paved FRAME. THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN Of ABOVE THE INLET FRAME (SEE DETAIL A). 4.- THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED. 6. FLOWS SHALL NOT BE ALLOWED TO BYPASS THE BAG. THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF THE INLET, EXCEPT AS SHOWN FOR FLOOD RELEASE, 0.- INLET FILTER BAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL DURING THE WET SEASON AND MONTHLY DURING THE DRY SEASON. SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE DEPTH OF THE BAG. BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS. 7.- THIS DETAIL IS SCHEMATIC AND MUST BE ADJUSTED FOR DIFFERENT DI TYPES. STORM DRAIN INLET FILTER BAG OUTLET PIPE 0,17 MAXIMUM EXISTING DROP INLET FRAME .; EROSION SAND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR THE BUTTE' COUNTY'S "ADMINISTRATIVE AND TECHNICAL PROCEDURES MANUAL FOR GRADING AND EROSION AND SEDIMENT CONTROL" FOR THE MEASURES SHOWN OR STATED ON THESE PLANS. 2. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL PLACE INLET FILTER BAGS AROUND ,ALL EXISTING DRAINAGE STRUCTURE OPENINGS WHICH COLLECT FLOW FROM THE PROPOSED PROJECT. THE CONTRACTOR SHALL PLACE THESE INLET FILTER BAGS. AROUND ALL NEW DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE INLET FILTER BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED, 3. WHEN THE FINAL GRADING IS COMPLETED, THE CONTRACTOR SHALL STABILIZE ALL SLOPES 3:1 OR STEEPER WITH SEEDING, MULCHING, BROADCAST STRAW, OR JUTE . NETTING AS DESCRIBED IN THE. GUIDELINES MENTIONED IN NOTE 1. 4. THE CONTRACTOR SHALL PLACE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF GRADING & SHALL REMAIN IN PLACE UNTIL THE ROAD BASE ROCK COURSE IS COMPLETED. LOCATION MAY . BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS... ALL .CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE. 5. CONTRACTOR SHALL STORE ALL CONSTRUCTION MATERIALS AT ONE DESIGNATED LOCATION.. THIS LOCATION SHALL BE BERMED AND FENCED. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY. 6. CONTRACTOR SHALL PROVIDE AN AREA FOR CONCRETE WASTE. THIS' AREA SHALL BE BERMED AND USED FOR CONCRETE TRUCKS TO DROP -THEIR LEFTOVER WASTE. AT NO TIME SHALL A CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE COUNTY STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF AND WEEKLY FOR REMOVAL OF HARDENED CONCRETE. 7. THE CONTRACTOR SHALL KEEP ONSITE & OFFSITE PAVED STREETS CLEAN AT ALL TIMES. ANY MATERIAL DEPOSITED ON PAVED STREETS BY THE CONTRACTORS OPERATION SHALL BE REMOVED & CLEANED BY SWEEPING AT THE END OF EACH DAY OR AS NECESSARY. B. CONTRACTOR MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY .STORM. CONTRACTOR SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER MONTHS PRIOR TO OCTOBER 1. 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION -AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF A REPRESENTATIVE OF THE DEPARTMENT OF UTILITIES. 10. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF OR AT THE DIRECTION OF A REPRESENTATIVE OF THE DEPARTMENT OF UTILITIES. 11. CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS FOR MAINTENANCE OF BMPS, AS WELL AS, . ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION AND SEDIMENT CONTROL PLAN. 12. IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE, .DROUGHT -RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LET EXPOSED OVER THE WINTER SEASON. 13. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED -BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 14. WINTERIZATION PLANNING FOR THE WINTER MONTHS (OCTOBER 1 THROUGH APRIL 30)- PLANS MUST BE PREPARED SUBMITTED, AND APPROVED BY SEPTEMBER 15 OF EACH YEAR FOR CLOSURE OF THE PROJECT FOR AN EXTENDED PERIOD OF TIME DUE TO ACTS OF NATURE (RAIN, SNOW, ETC.) PLAN SHALL INCLUDE SCHEDULE OF INSPECTION AND MAINTENANCE OF. THE VARIOUS BMP'S REQUIRED BY THE PLAN. KEY PERSONNEL PHONE NUMBERS SHALL BE INCLUDED FOR EMERGENCIES. 15. PRIOR TO GRADING, THE CONTRACTOR SHALL PLACE FILTER BARRIERS PER BUTTE COUNTY'S 'ADMINISTRATIVE AND TECHNICAL PROCEDURE MANUAL FOR "GRADING AND EROSION AND SEDIMENT CONTROL" WHERE CUT AND FILLS EXCEED 0.5 FEET IN HEIGHT ALONG THE PERIPHERY OF THE SITE TO TREAT THE RUNOFF 70 ADJACENT PROPERTIES, THESE EROSION CONTROL ELEMENTS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION . IS COMPLETE. Best Management Practice Location Implementation Schedule Maintenance Schedule Preserving Existing Around perimeter Continuous,until Educate employees and subcontractors Vegetation of project site construction is regarding importance of maintaining basis to check for erosion. If completed existing vegetation to prevent erosion and filter out sediment in runoff from disturbed areas on the construction over affected areas. site. Inspect site perimeter monthly Entrances to site Continuous, until to verify the outside vegetation is See Detail Construction not disturbed. Protect Graded Area Throughout During Wet Season Inspect graded areas and slopes on at and Slopes from project site least a monthly basis to check for Washout and Erosion erosion. Regrade tributary areas or Wherever Continuous until install filter barrier or sand bag dikes Inspect site during windy conditions Practices as necessary to prevent erosion. Gravel Filter Along flow lines In place during Wet Inspect after each storm. Remove of unpaved Season until onsite sediment deposited behind berm or roadways within roadways are paved barrier to maintain effectiveness. project site site Inlet Filter Bag Inlets to the Continuous until Inspect weekly and after each storm. Remove Continuous until storm drainage Landscaping is in sediment and debris before accumulations have Measures sytems. place. reached one third the depth of the bag. Repair basis to verify good housekeeping or replace inlet filter bag as soon as damage completed occurs. Spill Prevention throughout project site Continuous Keep ample supplies of spill control and Control and cleanup materials on-site near Proper Construction Designated area storage, unloading and maintenance areas. Store material on pallets & provide As chemicals change on-site, update with secondary construction is materials used for cleaning up spills. Hydroseeding 3:1 slopes . In place during a c Inspect slopes on at least a monthly by Sept. 15 basis to check for erosion. If erosion is noted, spread straw mulch over affected areas. Stabi!ized Entrances to site Continuous, until See Detail Construction from public entrances and onsite Entrance roadways roadways are paved Wind Erosion Control Wherever Continuous until Inspect site during windy conditions Practices necessary grading is completed to identify areas where wind erosion throughout and soils have is occurring and abate erosion as project site stabilized necessary. Good Housekeeping Throughout Continuous until Inspect site on at least a monthly Measures project site construction is basis to verify good housekeeping completed practices are being implemented, Inspect site on at least a weekly basis. Proper Construction Designated area Continuous until Store material on pallets & provide Material Delivery and Storage with secondary construction is covering for soluble material Relocate containment complete into building shell when possible. ProProper Construction P Designated 9 Continuous until Clean site of trash, including all organic materials daily, arrange for regualr removal Waste Storage and collection area construction is and disposal. Inspect concrete pit daily Disposal including and containers completed to control runoff. Remove hardened concrete 1) Concrete weekly. Spill Cleanup including Material handling Immediately at time Inspect material handling areas on at least 1) Paint & Painting areas of spill a weekly basis to verify proper storage, Supplies use and cleanup. 2) Vehicle fueling, designated area with continuous Restrict on-site maintainance & cleaning maintenance &secondary containment of equipment to a minimum. Inspect area cleaning weekly. 3) Hazardous Waste designated collection continuous Inspect hazardous waste receptacle and storage Management area and containers areas and arrange for regular hazardous waste collection. Street and Storm Streets and storm Continuous until Maintain storm drainage facilities and Drainage Facility drainage construction is A paved streets clear of sediment and Maintenance facilities completed debris. Definitions 1. Wet Season: Entire period between October 1 through April 30. Contractor shall also implement Wet Season Measures if wet weather is expected during the dry season 2. Phases of Grading Initial: When clearing and grubbing activities occur. Rough: When cut and fill activities occur and the site improvements are constructed, including underground piping, streets, sidewalks, and other improvements. Final: When final elevations are set, and site improvements are completed and ready for COUNTY acceptance. BEST MANAGEMENT PRACTICES TABLE 1. STORM .DRAIN MESSAGE SHALL BE APPROVED BY THE BUTTE COUNTY 2. STORM DRAIN MESSAGE SHALL BE APPLIED IN SUCH A WAY AS TO PROVIDE A CLEAR LEGIBLE MESSAGE. 3. DIMENSIONS OF STORM DRAIN MESSAGE SHALL NO EXCEED 12" x 33". THE LETTERS SHOULD BE A MINIMUM OF 1.5" INCHES IN HEIGHT. 4. IF STAMPED IN CONCRETE, THE DEPTH SHOULD BE APPROXIMATELY 0.25 INCH. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES R ED FOR E - MPLIANCE M ci o $: B a c A 1 1 n yin M ci o $: B a c fl _J LLIQ Z j Lt = r) O z Q ,Q � = V il 0 W M ~ ( 0 D 2 Z O W _J U m CC < }U_ (O [iJ O LID -.I U Z C� O In O 0L LTJ SHEET C-4 OF 4 SHE PHASE I SITE PLAN 1 CP -1 / ooll / / / / / ELECTRIC VA cai th ab -10 O 1 ICY Ytl" IOW F'i. JNL dt. .TNA 14," r:. .1S" Wf frI M1[5 1.01 �, er%^��f-`�-'• I. ii, ��CS f ADMIJ RATION MKS. 99.21' / / / Al. 1 1 .oe NY / �� I✓D CARE CENTER / klAINTFNA CE 131.Dl / /or MAIN T"ENAN �• ElLt ,' 99• � DIRT \' PLAYGROUiI)D a ' DRIVE f r.-' d.l i k a 97 `LA .'o-'`�, -.- EG o1 �' a�1 6{LOG s1 m _ 1 to (DMDI 05THIS AREA CONTAINS ,t Ff- Z .D ! I MAITLAND COURT �� S6 1 STRUCTURE AND LARGE TANK C I v `-+/; ,1•i MAT APPEAR IV L ;: 97.32 ;0' 1 =_ --- — WATER PIPES RUNNING ifdTO AND THEN UNDERGROUND P I B"CMP 1 12"RCP FL -97.78' DIRT FL -93.87' 20 DRIVE FL�93.9 DIRT (E)BLDG 'TYPICAL (1) of (24) DRIVE FF- WOOD FRAMED ' 1 ! i E)BLD 99.40' BLDG 1 9 ,q,$ e 9 0416 ! FFA X a' D GRAVEL D -CMP I a – ".'• ! - i i ��� )7.81' {E) BLDG ' BLDG,..99.36 �rrTs\ f F,�E7G' RT DRIVE FF- 99.49' 12"RCP 6 CMP -97.61' �23 : I� • 97,05 I---. ,0 . L N . X, L CON t:RETE A7 2 . : PICNIC TABLE t t. � .� rRIC ULT I ! CURT S5� , I COM! NIW LDG 1 IMS8 1 4 C%)NCRf TE AT . 6'CMP i f (E) A PICNIC TABL.E'7 . { 97.24' FFLDG 99.01' �k� , "CMP �, ' B(E) S7 : FFm T DRI S2 c� T ADD1110NAL II �.. a a a .,� .1. a ,� ... ..1 �.... a a a a ... �..�, ... r✓ - PARKING AREA t UNIDE.NT?FIABLE UNDFRGROUND II cn, VAULT WM WOODEN ACCESS I ( o DOOR FLUSH W114 GROUND a s ) I i E BLDFF- E)BLD ,� •, �- Iw A g I DIRT 98.73' p Ss6.28,. o 8"CMP DRIVE IckO cn P FL=96.28' 8"CMP / 'S21 ' FL -96.23 t P I ; 18"CMP -95.22' ®3 �(. Dom. END BLOCKED E)BLDG BLn G 8j --- -- s 4 A )URT OD4 96.53' 0` F —� aim C• 12"HDPE 0 " 95.33' 8 CMP (E)BLDG (E)e1FDG Fl e96.70' o, �'1�'� 96 su 98.05' 97.96' (E BLDG i' D29 F .. i 98.27' 91 12"RCPj . i FL -93,55' { , ' BLDG 'm.) 61: 96 coo WOOr '. �� E : >..,x+ �: - y s?4y-. S ,� z .. '" �'y f ' .k .; a <rt FN^. F'<'.'�<`V.F�. 4.:.... ,:a> ..�.t .'2..L a@ .q.:. ,.. X44 av: It 'F. a ,i sem:.. . .4.. ., .. ?�,:... .:t $ev.�ff.:t ,. . ,a 1.Y kms'. ;C,..d. .. .6'45i, .lv.\<. w ...6 M 4, `•S .Y... ..-. t .. : L .,. , .. ... ..... ... r caa '� t SCALE; 1" _ 60'-0" GENERAL NOTES 1N- THE ADMINISTRATION BUILDING AND APPROXIMATELY 11 RESIDENTIAL BUILDINGS OF THE TOTAL OF 53 RESIDENTIAL BUILDINGS WILL BE RENOVATED IN PHASE I OF THE CONSTRUCTION N`" PART OF THE OVERALL GOAL OF THIS PROJECT IS TO HAVE ALL ON-SITE BUILDINGS CONNECTED TO THE NEW WATER SYSTEM (FROM THE NEWLY CONSTRUCTED WELL) AND AMENDED SEWER SYSTEM. SEE POTABLE WATER AND SEWER DESIGN DRAWINGS, SHEETS W/S 0.0 THRU W/S 26.0. PERMIT # LEGEND BUTTE COUNTY DEVELOPMENT SERVICES ® DRAIN INLET RED FOR PIPE (INLET/OUTLET) COO M PMA E DA — BY FIRE HYDRANT DS4 AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR DOI GAS VALVE Cil WATER VALVE ® GATE POST JOINT UTILITY POLE ® MAIL BOX �S SEWER MANHOLE ® AREA DRAIN INLET a GUY ANCHOR/POLE --�- SIGN Rb POWER POLE ® UTILITY PULLBOX/PEDESTAL ED ELECTRIC PULLBOX/PEDESTAL BOLLARD El TELEPHONE PULLBOX/PEDESTAL DRAIN MANHOLE 10 CABLE TV PULLBOX/PEDESTAL 0--�E- LIGHT STANDARD DECIDUOUS TREE Q ELECTRIC METER— TOP OF SLOPE © GAS METER 'E FLOWLINE ® BACK FLOW PREVENTER -GoGRADE BREAK cQ-) TELEPHONE POLE 'EP— EDGE OF PAVEMENT FLAG POLE HDPE HIGH DENSITY POLYETHYLENE LIGHT POST (E)BLDG EXISTING BUILDING O SEWER CLEAN-OUT ® EXISTING CONCRETE ----- ---- _ a rn m o � 00 C� r 00 U000�00 ` O� 1 o �<iaT r U _ N ( r_ cur Ut OCA 05.9 ' o .. - � N O TU�L.2 o ' N rr�rr, Z Fel � V V �D � r0 ® • � a 11i O O M p •� cl o►� U N U rr�rr, Z Fel V U .IZ �D Li O ® a 11i DATE 12/31/2013 .DRAWN BY PB J01310010 SHEET A u U JLt Symbols Legend 02 DRAIN INLET 0 SEWER CLEAN -:-OUT PIPE (INLET/OUTLET) • GATE POST FIRE HYDRANT iM MAIL BOX lol** Dk AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR 0 AREA DRAIN INLET ck GAS VALVE SIGN lo, 00 H EP 158 A WATER VALVE 0 UTILITY PULLBOX/PEDESTAL oe .5y -1 00 H cZb JOINT UTILITY POLE 0 BOLLARD SEWER MANHOLE (0) DRAIN MANHOLE GUY ANCHOR/POLE DECIDUOUS TREE ioel 157 14 I OOT cll.3 POWER POLE -TOP— TOP OF SLOPE (5) •SCHOOL BLDGS 10 ELECTRIC PULLBOX/PEDESTAL FLOWUNE 157 0 TELEPHONE PULLBOX/PEDESTAL GRADE BREAK /CABLE TV PULLBOX/PEDESTAL -EP— EDGE OF PAVEMENT GATE' o_+ LIGHT STANDARD HOPE HIGH DENSITY POLYETHYLENE 60 156 CE ELECTRIC METER (E)BLDG EXISTING BUILDING OT N3 GAS METERs 5 0 EXISTING CONCRETE TO REMAIN "0 ... I .. .. . . . C= BACK FLOW PREVENTER ;eo NEW CONCRETE i 8 CURB 87 cQj TELEPHONE POLE ATE GUTTER .87.3AUTH I RE-ESTABLISH LANDSCAPING 867AUTHO IT A FLAG POLE DAMAGED BY CONSTRUCTIONR Gul ADMINISTRATION LIGHT POST FRONT OR SECONDARY ENTRY BLDG nvE 54 .0100 0 w = NEW WATER SERVICE VAULT OOT 874 7 oe RITY8 6 HORI 0 154 AUTHO !TY AUT 0 TY OT loo, 154 C D CARE CENTER :sS ooe �_1544 SUSSEX 154 1536 INTENA CE BLDG 1543 SS X OOT siss 153 MAINTFNAN BLDG. a 0, 39 ; p. SSE.0, loe USSE 1537 = .1536 t 0 ti MAINTEN NCE 8 G RID4E P`tE�- o`; \USSE NN DIRT 5 DRIVE.00e uss x • Cp_2 Ep juss MAITLAN COURT KI 152 531 ss - DIRT DIRT\ DRIVESUSSEX ,57.o DIRT �DRIVE,;� L DRIVE TYPICAL (1) of (24) WOOD FRAMED LL, BLDG 4 1512 SU X S AUXIL IARY BLDG s y. S GRAVEL TRlTE 'EX J, s j Grip •t 152 /�;�%� SUS B RC IFF 1560 RC IFF 156 4 IFF OLD LD ANAGER S REST ENCE 152 BR RC IFF 152 BR RC IFF 1524 & 1520 BOOTH 151 El IAR LIFF 51 151 T B RC IFF 150 823 1 11 149 519 suss X SUSSE 1492 817 MARI MA 101 111 . I . . GDE S S Ss FDIRT_DRIVE ARIE -, AUXIL IARY LDG 1 829 1491 148 RIE �A 11 83GDE Mc ON L 1 GD 'A 1, MAINT NAN E BLD 148 RI 1488 E '148 M40N EL MARIE COURT 6G.D OOTI- 11130r�M. NITY LOG L1 50 1484 832 0 148 BO MAR E ftC ONN L 14 1 830 rtll I .* GD!�N o BO AUXI BLDG ..% 147 824 M14786N C NN 0 IE 826 E Ila DIRT RIVE 18 MARIE > PAD k: cl 474 Mc ON L c ONN LL t 01 A7 rJ7 EXISTING SITE PLAN GPS 47 C NN A TAF 1471 Mc GDE CONNELL 16 1471 14 -10AD 01,GD F 46 1468 & 1464 McCONNELL A�l GD N. 01 1), 146 11464 PAD TAF I GDE _4 146 AF 462 MCO E 146 DE 14 GDE 458 Mc ON E 145i1 a DE GD ERN NOTE: HATCHED UNITS TO BE CONVERTED TO NEST 8 ACCESSIBLE UNITS 7 ERN T NORTH ER E S )RNE pEwrr BUTTE COUNTY DEVELOPMENT SERVICES EfktIF -sl REVIEWE D FOR iii pL.IA CE DA tly- y: ikg� 7 51'Fi SCALE: 1 60'-0" < Lu co 0 co a 0� to m 0 < z cc> 5 00 0 U—j 0 D CN 6 INIM 0 00 0 > t� CN Urh .3 0) 0 U � M 0 0 •�0 0 U 00 u Go Urh .3 0) 00 u DATE 22/31/2013 DRAWN BY Jos 10010 -SHEET A 0 0 i I k � O O C M CO � LD � r 00 L "o ccoj r e_ CU�CO� r OUa�'O C N 0 0 r � U 0 0) N I a E Q- vUF—LL. E j �' • T , , s 1590 '�•.- BOOTH ' ..,.. *ca - BOOTH w• Cs Z 03 - + u • m L /M1 .y. 1 -(36 , r H:1570 �4 0 a. f �',I• f 813—�f 37 el Ii BoorH j �.• 13 I _- Si'Y:>J 1580 ' '=` 'BRIARCLI 1564 \,O 11/1(1T � ^ '�\ \ 1 3— as 7 1558 XISTlNG BLD °'\.� � ao '' 0TH 0 ONLY WATER i r�\ r , s1 CONNECTION Y • IJ 2 �' I`�-. �••. ' - , ,�� �------- --- / 13(3 � °°a.,. 2 •"'�� ! . 4 (•, .` I I . �. , Q �� 875:.,. .. Cs 873 AUTHORITY -.. '� \\ ! i ♦' i i L' -^'�'c�t�� �, +: i p AUTHORIP FS 0 ..••' �� .o•+ -� ♦T` `�1J7� i ' r>� t`I p i 867 = /� {/.I,r� �,. ;.� -..l \hv ,\f . . I * In';T.e•,�` I�d i AUTHORITY _' - s �' �.{'. \.r• I .., ���♦ ' t,'��s"'•i / �-._. �� 1 ' 1..4�: .' l6 I� � f/i•-1 i i � .a \ � � .�'� \ s! j 1518 3 ' e . + 9 2t < ! � `_/� / �.;- • d �,." >-., p Or i 678 Es gas m � � 15387Z AUTHORITY IL) i.AUTH7RI RIARCL IF u(3 —z 1144 �D 6 I Bs 1543 ; s SU S£X O ca ' �w 1532 ^ a u: a BRIARCLI ILDMAVTV"ICEG-ONLY WATER SUSSEX 0pU' 2R3 ° f3 ►3- ZoaK r3 r3 - 2130 ;.: _ C, o CONNECTION 1542 6� LA SUSSEVi3 r' 1Sx s ,, OSUSSESE BOOTHX O �. � a � - INTENANCE IB I r BLDG -ON LYWATE ,-} ° taj,.1 ��' ./�,• I `Gsp'e'.. Cs CONNECTION* ,O T' ` ,5 -- -- 1538 °r AINTENANC p � `✓ 1526 BRIARCLI r m �" SUSSEX , • LDG-ONLY WAT R �' °�' l % 1539 ��.•:�= NNECTION ' SUSSEX "•_ �, Es ..� 1522 1�C %�.. RCLI +'I _7 1537 �, f'i , '-0 ® ��.'1 Zt3� ' s Cs gt3-213g m g 1520 900°HHa azo 2 7 Rj, '; -_ ...-.. .. s ss�a ca „ ff! a p o y « r / SUSSEX d m 1514 ��J O� i�_ 1533 �_ BRIARCLI F • 1594 � � ` � _ a.'c ' �J SUSSEX +e ,y Hs ♦' •�•Cs -.J 1 2 _. tn/ 3 KIRK �� ` .•. ` -J:„ T � 1i /,e� MAINTENANCE jl m �{�; 1510 Gs 1 �- - .h C:?� / 1531 ", BLD ONNECIX)NER n Zlr `i ,s (313- 213 ��! T" L-� N Q� y (I :"frll Z�a� m Q'1 RIARCCI .� ( 1�. � / i' •� AS O) 'J� BWTM T O BS BOOTH 1520 Ga _ , s'1510 , m EX Q 11 SUSS � A Z SUSSEX LLJ _ �` •f- � (,. Q"I:'a � SUSSEX �--� If i ) ♦ Q O - 0 +Ba SUSSEX. , .r O 1523 - Z%Z 3 a 13 6 a 4•r• , - n � 0 ' 6 1192 , Q 0205 a � , 3 V ► - BOOTH ', Es :• ' '7 c- f -'-.8'L3 • MARIE _ k. , MARIE` _ 0 ,O .ly. Cs 1', 519 1509 1517 817 819 as 0 (� � 1495 ``+• N !SEX Cs 1511 S s SUSSEX SUSSEX C MARIE s .. MARIE 8 C' EN 829 OGD � SUSSEX 1+ A ■ m^ As As• Wi, Bs , MARL" s 6(3 -ZOR$'Zto7 k o 0 ,s Ba a - rJ•/831 u s '3 w' Z. t 3 \ OGDEN m Q 6 o , *�•�' MARIE s * Bs 15 5•. MAINT ANCE 3 c„ EE (' V m ` B _ - ti 04�6G 1489 BLDG -ON YWATE Qa e ,� _ �.�C') 1 • �' OLDEN .. cCONNECONN L 1. 4t. �' 1488 m 51, TION Orr BOOTHZ ( 1 A � I.w L.A 0 {+) �'1« ' 4• 1485 ,�» e ce MUNITY LDG • ' �s ` ' s• '`. 1484 �A . BOOTH {1 NNECTI N O u JBa 832 s..- ..fAARI �' -,, :4 s 830 S . 0818 820 y J MARIE �, 5v ,l = ;~51482 ly 14711 As 1481 MA RIE AIARIE + !;•' '0' Bs 6, 13 ZOR / - /�r ` - OLDEN 'oe As p} 1 ('� + BOOTH - '0 ,5 824 Cs cCONNE �. 'C_°l Bs MAPIE 6s '0 ,° �•-1478 yy�� 826 GDEN Al v.. .y .� y•b�.,. .nom 1 MARIE Is , , r`---.' 1 813 - ZO T9 Cs 4 3 I( �Y©.. � au lQ.147 .}�0'c' of �."" la m ,^•� r, ' ,474 CcCONNE `Ac( 1475 � V - = eCONNE _ 00 Bs 1470 >i -0' ' McCONNE 16 14F8 a .-fit STAFF 1471 " ' 1471 '2' Mc ONNELL LJL {• �. Pf �OLDEN 111 s. OQ _ ... L ...'.. :�i •.. \ , Be t � � � d + - Q m -rr± ~ • ,5 1468 Oct 1464 - a ` t Is STAFF p ':CDNNEL . 1 ' L 7 r w ' IO rah.: Cs ® 1464 ;., ,• a O @5DEN L..} I t STAFF - 131 •, Z Kl L e Cs •le C9 t `l , p •.1• 1i J ' 0� i3 a �.... ;; -e eCONNEI ` m. an d hT OGDE,�V,J® A Z l-7 Z ' J.. ...,1, Fs t1� 145T V 11 �. a •-�• �' 1458 Bs rel 1 ...,., 1 --•r � � r - _ 1 as OLDEN ! 1457 1e , : s I• E DEN 5T N oRTH C% PERMtT # BUTTE COUNTY DEVELOPMENT SERVICES RI VI EDFOR M PLI ���— By — I NX W r O W 00 Q O W' O FFlrrrrle!! ujU O� U N u W W' FFlrrrrle!! ujU �_ DATE 12/31/2013 DRAWN BY JOB 10010 SHEET Au,uffmt3 11r_, F r __ [T , Ji I ooc,- 5i-orvp HALK Foi2G1'1, fA11 di r -TG, d A Y,�'I 1A DI U 5 TOOL, 1.1 CONCRETE CONTROL JOINT Scale: FULL SIZE •a -r1 I I I — - , it (z`' �'IT I G�- Gbt-t P�� Ips � E✓L��; �N FL L;l GI H 101k �� •� ��, �n�� Irl( ou"�7- ROSE GARDEN / MAIN ENTRY CONCRETE BENCH SCALE: 1-1/2" = 1'-0" 10. �/1 I✓D �G 0 2 °f o N p C(/�1 M N (, I�1/�L(� l�� - Id•�� uw � � I: I� f l�'I L S , �K I Gz G�I-{6E ( - (2^ CLING �11.� Tor, $ E� J*II [IIvro 4ol L - U. >< f ,� I� 2 21i'vc DRAIN Plf' -1 ('F u� �� r �-- C,oNT- L JT. _ p - -1t�lfi Gr�M�51�.6 bl_ mu U�'DQ � - 1 GALS/.ANI;Z5r? STCr`L P'-ipot��._CwCF— . Fx ANII yr � i I I Al �lJr, rLPs PTL. 7�J1'��•.?.o R�tf��of�rr 1 1�Irl f,L,I }., SCALE: 1-1/2" = 1'-0" TYP. PARKING PAD SAFETY BOLLARD - ��• I[ot1j/ml�- I lr? F�-.) Rory! :rift *N �oo t;5; p Eft .. I ti'�a ;a4 Co . s� t i),vel-,.tHr) IVua.� G� ft60p/'-' bN P�' I O r�t Pl. p-► . FSI Oro l� I - 4Z 2).fo\/lpI oo1.Ep �at.� pat ,.Sc>Irrr'� r't��• _ TYP. CONCRETE WALK DETAIL $ _ . �... - SCALE: 1-1/2" = 1'-0" 1/2" RADIUS, TYP. BLUE.FiELD, TYP. NOTES: WHITE SYMBOL AND TEXT, SIGN TO BE CENTERED AT THE TYP• INTERIOR END OF PARKING SPACE WHITE BORDER, TYP. AND LOCATED WHERE THERE IS AN UNOBSTRUCTED VIEW OF THE SIGN AW FROM THE PARKING SPACE. AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. ' DESIGNATE FOR "VAN ACCESSIBLE" 1L I WHERE APPROPRIATE. PARKING REFLECTORIZED SIGN TO BE CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL. ONLY IF SIGN IS TO BE POLE MOUNTED SEE DETAIL MINIMUM FINE $250 - CC) M to M 1/2" RADIUS BLUE BACKGROUND REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE LETTERS TEXT PER CITY AND ACCESSIBILITY STANDARDS 2" DIAM. x.1 88 GALV. STEEL TUBE. GALVANIZED FINISH FINISH GRADE OR PAVING. 12" DIAM. CONC. BASE. 'ENERS NHEEL' STOP I l II oo°°°°°°oo°°°oo VAN ACCESSIBLE PARKING l J SPACES MUST HAVE AN Q Q ADDITIONAL SIGN OR 'a' • �' .• •• ' 0--.50000.000. °o o°O o O o 0°0 0°0 o .© :$(" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANGUAGE O OOO°°°°°°°0oo .0.00.0.0-00 °°°°°°° A VAN ACCESSIBLE cu cam ^41) ST ,T� VA N ACCESSIBLE" NOTE: GROOVED BORDER MUST BE ON DETECTIBLE WARNING o o MOUNTED BELOW THE _ SYMBOL OF ACCESSIBLITY IF THE SIGN IS LOCATED IN A PATH OF TRAVEL, o OO OO THE BOTTOM OF THE SIGN MUST BE 80" MINIMUM FINISH GRADE FROM THE PARKING SPACE FINISHED GRADE. FOR PAVING CC) M to M 1/2" RADIUS BLUE BACKGROUND REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE LETTERS TEXT PER CITY AND ACCESSIBILITY STANDARDS 2" DIAM. x.1 88 GALV. STEEL TUBE. GALVANIZED FINISH FINISH GRADE OR PAVING. 12" DIAM. CONC. BASE. 'ENERS NHEEL' STOP 000000000000000 0000000000°000 O0000000o00o000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114'1 3/4" oo°°°°°°oo°°°oo TAPERED EDGES °°°°°°°°° °°°°°°°°°°°°°° Q Q Q WHERE EXPOSED 'a' • �' .• •• ' 0--.50000.000. °o o°O o O o 0°0 0°0 o .© :$(" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `-QNZo , C O OOO°°°°°°°0oo .0.00.0.0-00 °°°°°°° A @@ cu cam ^41) w NOTE: GROOVED BORDER MUST BE ON DETECTIBLE WARNING o o TRUNCATED DOME PLAN a o OO OO OO o o a DETECTIBLE WARNING a @o Do a TRUNCATED DOME TYPICAL 0 o Qo oE-4 SECTION A -A 2.35" _ 000000000000000 0000000000°000 O0000000o00o000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114'1 3/4" oo°°°°°°oo°°°oo °°°°°°°°° °°°°°°°°°°°°°° Q 0 0 0 0 0 0 0 0 0 000000°000000 d•• '. O°O O 0,000 _0 0000 0 0 0 0 0 0 0 0 0 0° 'a' • �' .• •• ' 0--.50000.000. °o o°O o O o 0°0 0°0 •. •' d .: •' •• '' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `-QNZo , C O OOO°°°°°°°0oo .0.00.0.0-00 °°°°°°° GROOVED BORDER DETAIL o°oo°o°0000000°o cu cam ^41) °°°°o°°°o°O°o°o°o°°°o°o°o°o°O ° ° °°°° 000 ° ° °°°°°°°°1 NOTE: GROOVED BORDER MUST BE ON DETECTIBLE WARNING LEVEL SURFACE AT TOP OF RAMP TRUNCATED DOME PLAN ,,�.�,x� vUF°'--t¢i3O TFuNGAT P t�oM t�C�15GTf� I. KAFNINO MA r M51' (�NT5 2 TUU°- V41 STH 0pr rtN'E� C:_1 USD � = J- M IN, rF_FTi GoNiP� Y Vl�U)M X w/Atp�OlNING N.T.S Q 0) Co Co ;;.COU�OO `-QNZo , C < or (D cu cam ^41) U C C: 0) N <rEa..� �. ,,�.�,x� vUF°'--t¢i3O MATCH LINE - SCHOOL PROPERTY TO THE NORTH. WATER CONNECTION ONLY �Er�ta 1 0. D- _ 87 UTHORITY �''� •N ` Tj iplan Type Cs • :'' 873 U • ". Plan Type Cs :�•.:: n 10'-0 (• , 867 AUTHORITY 06 • plan Type Fs ELECTRIC VAULT - o •�.� I 2 THOOD UTILITY AU VAULT ADI% g' • \ `1 RITY R - 6 AUTHORITY 878 AUTHO • 87 RITY - n Ty s -. Plan Type Es , _ ,_ :._i• : g74 A Pla pe B o ,�.. :. plan Type Bs , r,.,� : , • o , Symbols Legend - � � 10 --•Y � �' • , SEX -=•-•' �' � �, - ` • j� 4 5U5__� ,. O SEWER CLEAN-OUT1� a , p' ® DRAIN INLET 7 r� : - Plan Type 0 PIPE (INLET/OUTLET) • GATE POST Q , " `�' ` 1, Pit ' �. FIRE HYDRANT ® MAIL BOX AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR ® AREA DRAIN INLET1542SUSSEX .�ti nit'C'I� D14Type Cs op,6 �xjN ria GAS VALVE --o- SIGN Plan �� (JjLrJC7 (� moo DA3 WATER VALVE UTILITY TY PULLBOX/PEDESTAL � '� `1,���' - q O� , • JOINT UTILITY POLE • BOLLARD s SEWER MANHOLE (M DRAIN MANHOLE .• :T O r4 doµ, DECIDUOUS TREE c �• GUY. ANCHOR/POLE li � POWER POLE -TOP— TOP OF SLOPE Yp - , •r u V.. ]] ELECTRIC PULLSOX/PEDESTAL FLOWLINE •oa---- Q TELEPHONE PULLBOX/PEDESTAL GRADE BREAK ® CABLE TV PULLBOX/PEDESTAL EDGE OF PAVEMENT 1 LIGHT STANDARD HDPE HIGH DENSITY POLYETHYLENE ,• l - ►2a ': ' fl ., • , f '. p1anSSEX 153SU ELECTRIC METER (E)BLDG EXISTING BUILDING Type -p^ ; MAINTENANCE --- © GAS METER = — BLDG - ONLY WAT R EXISTING CONCRETE TO REMAIN L11 ® BACK FLOW PREVENTER ~, . C NNECTIOIV ? •; - = NEW CONCRETE �, - .„. <}- r, �'a� rQ.� TELEPHONE POLE ;o •, ,. '� 6 ,; ; '� a _ RE-ESTABLISH LANDSCAPING s' + ', •� FLAG POLE - � DAMAGED BY CONSTRUCTION - = FRONT OR SECONDARY ENTRY : ' - ~ LIGHT POST K 0 - ° W NEW WATER SERVICE VAULT ~"J _ m • ` .; �' TA )A S18 . ' • - - '� _r .., Qi , fnti ,., 15285 NS .. - W x Qo! MAINTENANCE Yom. - �" BLDG - ONLY WATER r �' ,* CONNECTION op • A, `�• ' x.3.0 o� ! ai ' Ph?), v USSEx s_ rYPe Ga ' y+ -� '105 USSEX 0 7F0 C(- ::..' • ' 15 ---:: 1512 SUS Pian Type 81 . CD p¢ - Plan Type Bs ' ^ _ 4; / 1 � ' NORTH E NEW SITE PLAN GENERAL NOTES Mark Keynote A New water service vaults have been installed at each building in line 9 with the existing demising wall, approximately 5 feet from the front F wall. Temporary PVC lines have been installed from the new water 11 service to the existing service entry. O00 During construction, disconnect temporary line and abandon existing G service entry. Install new copper line from vault valve into each new residence, Ting for hose bib at exterior of each unit. New water service line will be'extended to new interior framing for all new water service fixtures. All existing water service lines are to be H As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, 000Lo finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and fid concrete are to be flush. Re -set as needed. t� Coordinate all water connection work with H.A. and Architect prior to I construction. B All Mechanical, Plumbing and Electric work to be delivered through a �+ design/build method. Mechanical system to be ductless type with J condenser(s) mounted at exterior walls close to the cave. Water service ® will be totally new from service vault throughout unit. Electric will be O totally new at interior; at exterior service lines from power poles to be ®0 raised to a minimum of 8'-0" above grade. Work to comply with CBC c Z 2010 Building Code and related Mechanical, Plumbing and Electric N Codes. C All clothes poles are to remain. Poles are painted with lead based paint. Prepare for.new paint following HAZMAT protocols as described in L Project manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number NEW SITE PLAN KEYNOTES should be verified by the Contractor. Keynote There are twelve (20) poles that are severely out of plumb. Contractor New concrete filled bollard at each parking space. When at existing will re -set these twenty poles. See Detail 45, Sheet A703 for concrete, drill for new footing. See Detail 9, Sheet A004 installation. Portion or all of existing concrete parking pad to remain Install new No. 18 - 6 strand galvanized clothes line. Each line to be Trash enclosure --typical all units. See Detail A on Sheet A012 supplied with a stainless steel turnbuckle for tightening. D Protect all Utility poles, trees and other landscaping during See Detail 5, A701 construction. Repair or replant landscaping damaged by new concrete front porch to remain construction with like materials. E Trim designated tree limbs and roots to facilitate construction. Tree 7 li► '. :.The �' 8 co � arborist. Co y 9 encing F All roads and parking areas have been newly slurry sealed. Protect 11 during construction. If scarred during construction, patch with new O00 slurry to return to new appearance. G Stripe and provide appropriate accessible signage at the parking pad on Staff Drive adjacent to the new walkway to the Community Playground. See Sheet A021. No striping or signage is required at the residential parking pads H See Appendix A, Specification Section 02 05 50 Demolition, for minimum concrete to be removed at residential parking pads. These 000Lo plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. fid All existing sidewalks and stoops at residential units will be removed. t� At accessible residential units, the front porches will also be removed. I See Appendix A, Specification Section 02 05 50 Demolition for a list • of front porch posts, which are coated with lead-based paint, to be �+ removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. J All wood bollards to be removed. Over the entire site, there are ® approximately 1,350 bollards. On Authority Drive and Sussex Avenue O and in the Rose Garden there are approximately 259 bollards. On the ®0 portion of Booth Drive that may be included in Phase 1 there are c Z approximately 91 bollards. N The H.A. retains the first right of refusal on all heavy chain, K All new concrete to have control joints as shown, as described in Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PLAN KEYNOTES Mark Keynote 1 New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure --typical all units. See Detail A on Sheet A012 4 Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 5 lExisting concrete front porch to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 Install new or lift existing utility line from pole to 874 Authority Drive and new taller weatherhead -- line to be a minimum of 8'-0" above grade 8 Install area drain and under-flatwork drain pipe at enclosed plant area. See Specification Section 32 90 00 9 New flatwork at accessible unit. See Vignettes 1 and 2, Sheet A012 10 Dividing line between existing building and addition 11 Re -set utility vaults as needed to be level with new concrete O00 Z c �� •'�'� C �"' cis DRAWN BY PB JOB10010 PERMIT # SHEET BUTTE COUNTY DEVELOPMENT SERVICES REFI E ED FOR C DE ML.IA E A01 I '� t� 1Z ry rJ C,;r O00 Z c �� •'�'� C �"' cis L< Z Ixa:0 {,C;a. i%J •e: r1. 000Lo - t `.J DRAWN BY PB JOB10010 PERMIT # SHEET BUTTE COUNTY DEVELOPMENT SERVICES REFI E ED FOR C DE ML.IA E A01 I '� 1Z O00 Q) 000Lo `.J fid Q; t� ° o U • �+ ® 0 O o ®0 U c Z U N U DRAWN BY PB JOB10010 PERMIT # SHEET BUTTE COUNTY DEVELOPMENT SERVICES REFI E ED FOR C DE ML.IA E A01 I '� 000Lo `.J J Lo W � ® � V W Ld ® Q R•' ®0 U DATE 12/31/2013 DRAWN BY PB JOB10010 PERMIT # SHEET BUTTE COUNTY DEVELOPMENT SERVICES REFI E ED FOR C DE ML.IA E A01 I '� I ,( r LOW �Ao_ov LN �9 o • o 701. I" Li O . s JM a_o • . (Ct' X011 M � x-11 M t11• -f G� !'a'I ' I 2 TYPE Da: 1471 McCONNELL AVENUE A-,011 j �... / I 0 Wr co _ Q M,—co - r an, cc,04 0) r © _ Ali r • _ o = - \9 + tl f�Dl1 4otl G �t�vt' /_lt (�Dll Y_1-40, 401 V tj W C.y " t TYPE Da: 1544 SUSSEX AVENUE Scale: 1/4" = V-0„ - PI GCS .DETAIL A: TRASH BARREL ENCLOSURE _ Scale: 1/4" = 1'-0" A DETAIL A --TRASH BARREL ENCLOSURE GENERAL NOTES ` Trash barrel enclosures vary: 2 or 3 sides and other groupings. See Site Plans A01 I, A021, A031, A041, A051 or A061 for variations A Contractor to verify needed run at sloped sidewalks to maintain a 1 in 20 51/oor less slope B DETAIL A: TRASH BARREL ENCLOSURE KEYNOTES 1 Galvanized steel top channel 2 Top cap at each post 3 Galvanized schedule 40 - 3-1/2 (4" o.d.) steel posts 4 2-1/4", 9 gauge, GAW chain-link fabric fencing with interwoven vinyl slats 5 Galvanized steel bottom channel with drain holes 6 4" concrete slab. See Keynote S4 on Structural Floor plan sheets 7 2" sand 8 4" gravel 9 #4 bar continuous perimeter of pad 10 Place gravel in bottom 3" of pier hole; place post and fill pier hole to within 10" of grade with gravel; pour pad as shown 11 Curb at walkway adjacent to ad "a" units only) New concrete front porch, walkways, side or rear patio, sloped side walk and parking pads 7 VIGNETTES: Da & Ga GENERAL NOTES Mark Keynote A Contractor to verify needed run at sloped sidewalks to maintain a 1 in 20 51/oor less slope B Install control joints as shown -- at parking pads, joints should be placed at "stall lines" (9' or 10' depending on location) and at mid - length C All concrete, including curbs, to have a light broom finish �T ot. CR�'�'�a vv .... e .. .. ...... 7111,. , a t...... 4, VIGNETTES Da & Ga KEYNOTES Mark Keynote 1 New trash barrel enclosure 2 Rear door entry with security screen door 3 Line of structural slab 4 Storage Room entry 5 New post -- see Detail 1 on Sheet A701 6 New concrete front porch, walkways, side or rear patio, sloped side walk and parking pads 7 Front entry with security screen door 8 JExtend side walk across top of parking pads: 5'-0" x 18'-0" 9 Portion of parking pad 10 Re -set existing 6 x 6 post after new front porch has been poured. Post is coated in lead-based paint; see protocols for handling and cutting off bottom portion in Specification Section 02 09 00. See Detail 2 on Sheet A701 for re -setting I 1 Typical concrete control joint 12 Elevation at curb: at 1544 Sussex: approximately 97.0 ft. at 1471 McConnell Avenue: approximately 96.0 ft. O Q at 1518 Sussex: approximately 97.0 ft. 14 Elevation at bottom of ramp in rear yard: approximately 97.0 ft. 0 a06 c `^�•J��j�I(CO:U F �T -1 U L 0 U) ULAQf € CL.. ti � o� i C14558 E . 02/2015 �T ot. CR�'�'�a vv .... e .. .. ...... 7111,. , a t...... } T h A `d C14558 E . 02/2015 �T ot. CR�'�'�a vv .... e .. .. ...... 7111,. , a t...... 4, 4-4 W 00 o t w an ° o U O Q o�UNU } T h A `d ' N Cd ^ Cd W a U w n.. i ;U 0 1a4 . La aW U DATE 12/31/2013 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES DRAWN BY PB �. n 'VIEWED �Jfi JOB 10010 f/ C D COMP MAN E — DA _11. SHEET Lu A1 MAINTENANCE-- ' 3LDG -ONLY WATER • CONNECTION 100�1 BLDG -ONLY WATE CONNECTION �\\�'�� c ELECTRIC Symbols Legend _ r � �, �` ` © � VAULT ® DRAIN INLET\\ \\ \\ o '- ,. 1533 - O ° PIPE (INLET/OUTLET) Ss -- Ave. -� LLJ Type As FIRE HYDRANT th AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR GAS VALVE ! +o oi' c� WATER VALVE ; ~ ='~ w. 1531 SUS f - �-• U) "'CL JOINT UTILITY POLE ; TYpe As r •a .` SEWER MANHOLE .� - , r �� . � • -� GUY ANCHOR/POLE qb POWER POLE ® ELECTRIC PULLBOX/PEDESTAL , d TELEPHONE PULLBOX/PEDESTAL- ` f _ o ® CABLE TV PULLBOX/PEDESTAL o—£- LIGHT STANDARD • i . ® ELECTRIC METER Q GAS METER �` = - •©- e ��Q BACK FLOW PREVENTER /Q i ! TELEPHONE POLE r' FLAG POLE ........... 00 LIGHT POST Ui o SEWER CLEAN-OUT ® GATE POST ® MAIL BOX �_ 1h - 1525 , 2 Sussex Ave. AREA DRAIN INLET Type Bs '� E'. a, ..-..ti.- SIGN 8 '" ` UTILITY ® UTILITY PULLBOX/PEDESTAL O 1523 `:+ `• VAULT - BOLLARD �. Sussex Ave. Type Calt ® DRAIN MANHOLE DECIDUOUS TREE -TOP— TOP OF SLOPE Q- -E--- FLOWUNE :• ECTRICYAULT 0 -M--- GRADE BREAK $4 ; -EP— EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE (E)BLDG EXISTING BUILDING NORTH \ = EXISTING CONCRETE TO REMAIN = NEW CONCRETE •: ; .: ~L �l��tt} =III = RE-ESTABLISH LANDSCAPING DAMAGED BY CONSTRUCTION FRONT OR SECONDARY ENTRY Q W = NEW WATER SERVICE VAULT PHASE II NEW SITE PLAN ELECTRIC tib b h t -9,kk VAULT ` ,gam • . V PERMIT# ' BUTTE COUNTY DEVELOPMENT SERVICES R VI ED EOR CODE " RLiAN E. DATi BY— - .. SUSSEX AVENUE S 41 S1 7 VAULT - LiD�-�t � °- — • 1492 ..;� 13V915 Type Fs N .•4 :. \ " .( • • t�� ' of _ 6 NEW SITE PLAN GENERAL NOTES Mark Keynote A New water service vaults have been installed at each building in line 9 with the existing demising wall, approximately 5 feet from the front 10 wall. Temporary PVC lines have been installed from the new water 11 service to the existing service entry. 12 During construction, disconnect temporary line and abandon existing 13 service entry. Install new copper line from vault valve into each new 14 residence, T'ing for hose bib at exterior of each unit. 15 New water service line will be extended to new interior framing for all new water service fixtures. All existing water service lines are to be As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, 000 finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and concrete are to be flush. Re -set as needed. Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical, Plumbing and Electric work to be delivered through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the cave. Water service will be totally new from service vault throughout unit. Electric will be C) i totally new at interior; at exterior service lines from power poles to be U raised to a minimum of T-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric a Codes. C All clothes poles are to remain. Poles are painted with lead based paint. DATE Prepare for new paint following HAZMAT protocols as described in DRAWN BY Project manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number SHEET should be verified by the Contractor. There are twenty (20) poles that are severely out of plumb. Contractor A021II will re -set the out of plumb poles located in the bid phase. See Site Plans for locations. See Detail 45, Sheet A704 for installation. I Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. w Each line to be supplied with a stainless steel turnbuckle for tightening. D Protect all Utility poles, trees and other landscaping during construction. Repair or replant landscaping damaged by new construction with like materials. E Trim designated tree limbs and roots to facilitate construction. Tree e. The ss ` d arborist. loorciinate all trimming -w-IM H.A. an rc i ect prior o commencing F All roads and parking areas have been newly slurry sealed. Protect during construction. If scarred during construction, patch with new slurry to return to new appearance. G Stripe and provide appropriate accessible signage at the parking pad on Staff Drive adjacent to the new walkway to the Community Playground. See Sheet A021. No striping or signage is required at the residential parking pads - H See Appendix A, Specification Section 02 05 50 Demolition, for minimum concrete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. I See Appendix A, Specification Section 02 05 50 Demolition for a list of front porch posts, which are coated with lead-based paint, to be removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. J All wood bollards to be removed. Over the entire site, there are approximately 1,350 bollards. On Authority Drive and Sussex Avenue and in the Rose Garden there are approximately 259 bollards. On the portion of Booth Drive that may be included in Phase 1 there are approximately 91 bollards. The H.A. retains the first right of refusal on all heavy chain. K All new concrete to have control joints as shown, as described in Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on Sheet A004 L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PLAN KEYNOTES Mark Keynote 1 New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure -- typical all units. See Detail A on Sheet A012 4 Replace portion of existing parking pad or pour new parking pad. For tie-in between existing and new concrete, See Detail 8, A004 5 Existing patio to remain 6 Set new 6x;6post, See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 Install new or lift existing utility line from pole to 874 Authority Drive and new taller weatherhead -- line to be a minimum of 8'-0" above rade 8 Install area drain and under-flatwork"drain pipe at enclosed plant area. See Specification Section 32 90 00 9 New flatwork at accessible unit. See Vign-.ttes on Sheet A012 10 Dividing line between existing building and addition 11 Community Playground 12 Line of existing hedge -- protect during construction 13 Remove portion of existing hedge to allow for new construction. 14 New 42" high CMU partition. See Demolition and Floor Plans for dimensions and Detail 34 on Sheet A703 15 Concrete to abut or encompass utility pole -- confirm this with local utility < 21 i. C14558 N. 02/201 I m O u.l �c � E k0 010 N O c4I y ZWW < 21 0_1M0 Cl 000 On - LO i. C14558 N. 02/201 I O � N O 4.5 y � 000 4 LO 0 C) i O U O ^may a N 00 U DATE 12/31/2013 DRAWN BY PB JOB 10010 i SHEET A021II I w W I 000 0) LO O O L ^may a 00 U DATE 12/31/2013 DRAWN BY PB JOB 10010 i SHEET A021II I 4 TYPE Ha: 1520 BOOTH DRIVE Scale: 1/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COPLIA CE DATE 1 BY VIGNETTE 4: Aa GENERAL NOTES Mark Keynote A Contractor to verify needed run at sloped sidewalks to maintain a 1 in 20 5% or less slope B Install control joints as shown --at parking pads, joints should be placed at "stall lines" (9' or 10' depending on location) and at mid - C JAII concrete, including curbs, to have a light broom finish �CO��r00 V R 0) UQc^o�a pUrngo)� VIGNETTE 4: Ha KEYNOTES Mark Keynote I New trash barrel enclosure 2 Rear door entry with security screen door 3 ' Line of structural slab 4 Storage Room entry 5 JNew post -- see Detail 3 on Sheet A701 6 New concrete front porch, walkways, side or rear patio, sloped side walk and parking pads 7 Front entry with security screen door 8 Extend sidewalks to parking pads 9 Existing parking pads 11 Typical concrete control joint 12 Elevation at curb: approximately 97.5 ft. 13 Line of curb 14 Elevation at bottom of sloped sidewalk in rearyard: approximately 97.0 4 TYPE Ha: 1520 BOOTH DRIVE Scale: 1/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COPLIA CE DATE 1 BY LI r� O cv CD O C00) 00 �CO��r00 V R 0) UQc^o�a pUrngo)� `-' N (p � � U U C p Earn LL_J o LL ra , ,..,.z �.:.:.... I T ICIA R N .0'14558 r, EN. 02/2015 LI r� O cv WIC' MM O . x � � U Op. o�"UcvU. M V U U Wei � I it ioim � W. !� 1 rM V X am. M -.1 DATE ,12/31/2013 DRAWN BY PB JOB 10010 SHEET ��� 71 r o ' — A' 0 �O • - --1560 �:. �►,• +$riarcliffLn• � 4 10 Type 1) GC1�G • . ' lire ,,� �I ce ' '; Existing ReSlaen_--- — N M M T CO 00 ca �Unao�coo �M�� (D� NEW SITE PLAN GENERAL NOTES I '°'tee. C) a' c '7 0 Mark Keynote 0 N CO A New water service vaults have been installed at each building in line in = 0) ai with the existing demising wall, approximately 5 feet from the front _-7 E 9 �.0 wall. Temporary PVC lines have been installed from the new water CL� 'q- v ''- service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new _ residence, T'ing for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all - "- - .w••-- -•-•--_!_............ new water service fixtures. All existing water service lines are to be �I As needed, cut existing porches or other flatwork for new water lines" 2O`" extension to new interior framed walls; them, pour concrete to patch, finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and A —�4 Rc,r • + " �, concrete are to be flush. Re -set as needed. O� • `��• Coordinate all water connection work with H.A. and Architect prior to R construction. 1L1 B All Mechanical, PIumbing and Electric work to be delivered through a No. C14558 g EN. 02/2015' type w c design/build method. Mechanical system to be ductless tith '9TH s, .. A o, condenser(s) mounted at exterior walls close to the eave. Water service 0Fr_ 153a yn, will be totally new from service vault throughout unit. Electric will be �tc�' totally new at interior; at exterior service Iines from power poles to be """'" CS raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 BuildingCode and related MP t�Mechanical, Plumbing and Electric Codes. C All clothes poles are to remain. Poles are painted with lead basedp aint. Cs Prepare for new paint following HAZMAT protocols as described in \•ty4e S , Project manual. Then prime and paint according to Speciflcation 2� ® Section 09 90 00 0 • There are 3 poles per building as a general rule. The total number should be verified by the Contractor, p There are twenty (20) poles that are severely out of plumb. Contractor0 Op \0#0 will re -set the out of plumb poles located in the bid phase. See Site ;i 0 � T •�' J3 0� �. �Q� Plans for locations. See Detail 45, Sheet A704 for installation. . Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. 4� Each line to be supplied with a stainless steel turn . buckle for tightening. y..� s g g el° •y D Protect all Utility poles, trees and other landscaping during bA ;24 p_ construction. Repair or replant landscaping damaged by new 4, ^ construction with like materials. Q1 • U Q 0O ��. E Trim designated tree limbs and roots to facilitate construction. Tree p U fy _----- 152 co� .The rcliff Ln• �� arborist. CoM; all ` •Type Cs ' " .. ening F All roads and parking areas have been newly slurry sealed. Protect - (1during construction. If scarred during construction, patch with new `�. �, l P) 1522 slurry to return to new appearance. $ `' Briarcliff Ln i Type Cs G Stripe and provide appropriate accessible signage at the parking pad on --'f Staff Drive adjacent to the new walkway to the Community Playground. See Sheet A021. No striping or signage is required at the O TWO -l:;A ;Hresidential parking pads . c H See Appendix A, Specification Section 02 OS 50 Demolition, for minimum concrete to be removed at residential parking pads. These 2 b it plans take precedence as, due to the location and need, concrete r removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. 1 a =1YPSee Appendix A, Specification Section 02 05 50 Demolition for a list of front porch posts, which are coated with lead-based paint, to be a a � - = removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. w J All wood bollards to be removed. Over the entire site, there are H o ,,0%4 1514 ±-� ry .2 0 approximately 1,350 bollards. On Authority Drive and Sussex Avenue t Briarcliff Ln, and in the Rose Garden there are approximately 259 bollards. On Type Cs n the -- ( 0 portion of Booth Drive that may be included in Phase 1 there are W �J 1510 TYP� approximately 91 bollards. Il The H.A. retains the first right of refusal on all heavy chain. ( P) Briarcliff Ln, I 5 p K All new concrete to have control joints as shown as described in . Type Bs . ,_...s. ....... ....:;:r Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on M N 5'-0 Sheet A004 it pp- L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete ' /'2 -o� NEW SITE PLAN KEYNOTES �? Mark Keynote !� I New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 � O: �) © � 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure -- typical all units. See Detail A on Sheet A012 _X _ 4 Pour new parking pad. For tie-in between existing and new concrete, 4q See Detail 5, A701 , 5 Existing concrete front porch to remain t t1 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units' seeTH Detail 2, A701 for accessible units (all accessible units to have newly W NOR poured front patios) Lj • 10 Dividing line between existing buildin and addition LO DATE ....12/31/2013 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES DRAWN BY PB NNIV 1f Ord FORt.. - .T._ _ JOB 30018."."" _._._....r. . CO I i� ... SHEET nwrt-I 1 AU.3.i - -------------------- - -- _ - - Symbols Legend ® DRAIN INLET O SEWER CLEAN -:-OUT ` * PIPE (INLET/OUTLET) 0 GATE POST FIRE HYDRANT ® MAIL BOX AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR 0 AREA DRAIN INLET GAS VALVE -"Q - SIGN WATER VALVE UTILITY PULLBOX/PEDESTAL rcb JOINT UTILITY POLE BOLLARD ®s SEWER MANHOLE ®° DRAIN MANHOLE ImDECIDUOUS GUY, ANCHOR/POLE TREE qb POWER POLE -TOP — TOP OF SLOPE © ELECTRIC PULLBOX/PEDESTAL -i---- FLOWUNE 1] TELEPHONE PULLBOX/PEDESTAL GRADE BREAK ® CABLE TV PULLBOX/PEDESTAL -E'---• EDGE OF PAVEMENT 0—+ LIGHT STANDARD HDPE HIGH DENSITY POLYETHYLENE D ELECTRIC METER (E)BLDG EXISTING BUILDING © GAS METER _ EXISTING CONCRETE TO REMAIN o BACK FLOW PREVENTER -- 1-; :: • �z -; -: •.,'• „ ,'• ^.4 = NEW CONCRETE cQ.3 TELEPHONE POLE •,fir• 7= ! at = RE-ESTABLISH LANDSCAPING FLAG POLE _ - - DAMAGED BY CONSTRUCTION LIGHT POST = FRONT OR SECONDARY ENTRY Q W = NEW WATER SERVICE VAULT o ' — A' 0 �O • - --1560 �:. �►,• +$riarcliffLn• � 4 10 Type 1) GC1�G • . ' lire ,,� �I ce ' '; Existing ReSlaen_--- — N M M T CO 00 ca �Unao�coo �M�� (D� NEW SITE PLAN GENERAL NOTES I '°'tee. C) a' c '7 0 Mark Keynote 0 N CO A New water service vaults have been installed at each building in line in = 0) ai with the existing demising wall, approximately 5 feet from the front _-7 E 9 �.0 wall. Temporary PVC lines have been installed from the new water CL� 'q- v ''- service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new _ residence, T'ing for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all - "- - .w••-- -•-•--_!_............ new water service fixtures. All existing water service lines are to be �I As needed, cut existing porches or other flatwork for new water lines" 2O`" extension to new interior framed walls; them, pour concrete to patch, finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and A —�4 Rc,r • + " �, concrete are to be flush. Re -set as needed. O� • `��• Coordinate all water connection work with H.A. and Architect prior to R construction. 1L1 B All Mechanical, PIumbing and Electric work to be delivered through a No. C14558 g EN. 02/2015' type w c design/build method. Mechanical system to be ductless tith '9TH s, .. A o, condenser(s) mounted at exterior walls close to the eave. Water service 0Fr_ 153a yn, will be totally new from service vault throughout unit. Electric will be �tc�' totally new at interior; at exterior service Iines from power poles to be """'" CS raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 BuildingCode and related MP t�Mechanical, Plumbing and Electric Codes. C All clothes poles are to remain. Poles are painted with lead basedp aint. Cs Prepare for new paint following HAZMAT protocols as described in \•ty4e S , Project manual. Then prime and paint according to Speciflcation 2� ® Section 09 90 00 0 • There are 3 poles per building as a general rule. The total number should be verified by the Contractor, p There are twenty (20) poles that are severely out of plumb. Contractor0 Op \0#0 will re -set the out of plumb poles located in the bid phase. See Site ;i 0 � T •�' J3 0� �. �Q� Plans for locations. See Detail 45, Sheet A704 for installation. . Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. 4� Each line to be supplied with a stainless steel turn . buckle for tightening. y..� s g g el° •y D Protect all Utility poles, trees and other landscaping during bA ;24 p_ construction. Repair or replant landscaping damaged by new 4, ^ construction with like materials. Q1 • U Q 0O ��. E Trim designated tree limbs and roots to facilitate construction. Tree p U fy _----- 152 co� .The rcliff Ln• �� arborist. CoM; all ` •Type Cs ' " .. ening F All roads and parking areas have been newly slurry sealed. Protect - (1during construction. If scarred during construction, patch with new `�. �, l P) 1522 slurry to return to new appearance. $ `' Briarcliff Ln i Type Cs G Stripe and provide appropriate accessible signage at the parking pad on --'f Staff Drive adjacent to the new walkway to the Community Playground. See Sheet A021. No striping or signage is required at the O TWO -l:;A ;Hresidential parking pads . c H See Appendix A, Specification Section 02 OS 50 Demolition, for minimum concrete to be removed at residential parking pads. These 2 b it plans take precedence as, due to the location and need, concrete r removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. 1 a =1YPSee Appendix A, Specification Section 02 05 50 Demolition for a list of front porch posts, which are coated with lead-based paint, to be a a � - = removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. w J All wood bollards to be removed. Over the entire site, there are H o ,,0%4 1514 ±-� ry .2 0 approximately 1,350 bollards. On Authority Drive and Sussex Avenue t Briarcliff Ln, and in the Rose Garden there are approximately 259 bollards. On Type Cs n the -- ( 0 portion of Booth Drive that may be included in Phase 1 there are W �J 1510 TYP� approximately 91 bollards. Il The H.A. retains the first right of refusal on all heavy chain. ( P) Briarcliff Ln, I 5 p K All new concrete to have control joints as shown as described in . Type Bs . ,_...s. ....... ....:;:r Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on M N 5'-0 Sheet A004 it pp- L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete ' /'2 -o� NEW SITE PLAN KEYNOTES �? Mark Keynote !� I New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 � O: �) © � 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure -- typical all units. See Detail A on Sheet A012 _X _ 4 Pour new parking pad. For tie-in between existing and new concrete, 4q See Detail 5, A701 , 5 Existing concrete front porch to remain t t1 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units' seeTH Detail 2, A701 for accessible units (all accessible units to have newly W NOR poured front patios) Lj • 10 Dividing line between existing buildin and addition LO DATE ....12/31/2013 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES DRAWN BY PB NNIV 1f Ord FORt.. - .T._ _ JOB 30018."."" _._._....r. . CO I i� ... SHEET nwrt-I 1 AU.3.i - -------------------- - -- _ - - Symbols Legend IEHI DRAIN INLET * PIPE (INLET/OUTLET) FIRE HYDRANT �a AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR tk GAS VALVE c9a WATER VALVE rO.2 JOINT UTILITY POLE SEWER MANHOLE -3 GUY ANCHOR/POLE qb POWER POLE 10 ELECTRIC PULLBOX/PEDESTAL d TELEPHONE PULLBOX/PEDESTAL CABLE TV PULLBOX/PEDESTAL LIGHT STANDARD ELECTRIC METER GAS METER BACK FLOW PREVENTER qa3 TELEPHONE POLE r FLAG POLE LIGHT POST O SEWER CLEAN-OUT ® GATE POST @3 MAIL BOX 0 AREA DRAIN INLET — SIGN ® UTILITY PULLBOX/PEDESTAL _- • BOLLARD DRAIN MANHOLE DECIDUOUS TREE -TOP-- TOP OF SLOPE -E---- FLOWLINE f---- GRADE BREAK -EP— EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE (E)BLDG EXISTING BUILDING EXISTING CONCRETE TO REMAIN i :.�-:.•;_.:;•:;_ = NEW CONCRETE (g�� RE-ESTABLISH LANDSCAPING E � ~ DAMAGED BY CONSTRUCTION FRONT OR SECONDARY ENTRY W = NEW WATER SERVICE VAULT o; 99 -NEW SITE PLAN GENERAL NOTES lon Mai Azo p - Mark Kenote �, 1486 j� �_ Type Bs © A New water service vaults have been installed at each building in line O l� Ll with the existing demising wall, approximately 5 feet from the front den Ave. i o (� wall. Temporary PVC lines have been installed from the new water Type Fs ' . 1485 �, � ! L ve: service to the existing service entry. $o a McConnell A ' YAC LY 14,84 - Doth r Type Cs s • ' . X B E a During construction, disconnect temporary line and abandon existing C1 J Q% b, �, - f s(p) _Tyr - - service entry. Install new copper line from vault valve into each new a residence, T'ing for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all new water service fixtures. All existing water service lines are to be QAs needed, cut existingorches or other flat work p work for new water lines a • �. l extension to new interior framed walls; them, pour concrete toatch P .� ►' finishing to match existing concrete. 1481 ~= If new water service vault is in the area of new concrete, vault and 0 1478 I goo o_ . concrete are to be flush. Re -setas needed. cConnell AVe• ,type Fs -- a M s Coordinate all water connection work with H.A. and Architect prior to 1482 ___. Type construction. _-�- Ave• ' ` , > •., o; B All Mechanical, Plumbing and Electric work to be delivered through a Type Cs design/build method. Mechanical system to be ductless type with (1 condenser(s) mounted at exterior walls close to the eave. Water service Oil will be totally new from service vault throughout unit. Electric will be totally new at interior; at exterior service lines from power poles to be 1478 ��' _ •, i :: raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric (-�YPi ,Type Cs ` o;„� - Codes. C All clothes poles are to remain. Poles are painted with lead based paint. p Prepare for new paint following HAZMAT protocols as described in ' s♦ �" QA LL : Project manual. Then prime and paint according to Specification D Section 09 90 00 p a ti, 1474 11 There are 3 poles per building as a general rule. The total number '•0 • G L� q. I.MeConnetl Ave• � �I �r � 2 should be verified by the Contractor. -- +Q Type There are twenty (20) poles that are severely out of plumb. Contractor will re -set the out of plumb poles located in the bid phase. See Site 1475 Ave' Plans for locations. See Detail tail 45, Sheet A704 for installation. 1 _ eCon �7 . M 0 O . Type"CS-- 1` eConne�t Ave t. Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. ���0 +M ,hype Bs �_ Each line to be supplied with a stainless steel turnbuckle for tightening. 0 �- lonnell �,ve. ---� ~ �m D Protect all Utility poles, trees and other landscaping during 2 CCe Da a construction. Repair or replant landscaping damaged by new TyP _ _'_* Iv -r I`p�!! construction with like materials. (E) dT VAI - -r I (E R15TAINING 4 14618 tt �. S ►.Q McConnell Ave• I Type Cs_ -- ,� `� • p " 146� o 11 McConnell Ave• .'.d .type Bs _ �o r/ • 11 id -0 ♦ 0 ` all e•n_ I0 o_ .s oil E Trim designated tree limbs and roots to facilitate construction. Tree Keynote The New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 co arborist. Co Portion or all of existing concrete parkigg pad to remain nencing F All roads and parking areas have been newly slurry sealed. Protect Pour new parking pada For tie-in between existing and new concrete, See Detail 5, A701 during construction. If scarred during construction, patch with new Existing concrete front porch to remain slurry to return to new appearance. G Stripe and provide appropriate accessible signage at the parking pad on concrete to remain Staff Drive adjacent to the new walkway to the Community New concrete flatwork Playground. See Sheet A021. No striping or signage is required at the Dividing line between existing buildinE and addition residential parking pads H See Appendix A, Specification Section 02 05 50 Demolition, for minimum concrete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will also be removed. I See Appendix A, Specification Section 02 05 50 Demolition for a list of front porch posts, which are coated with lead-based paint, to be removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. J All wood bollards to be removed. Over the entire site, there are approximately 1,350 bollards. On Authority Drive and Sussex Avenue and in the Rose Garden there are app-•oximately 259 bollards. On the portion of Booth Drive that may be included in Phase 1 there are approximately 91 bollards. The H.A. retains the first right of refusal on all heavy chain. K All new concrete to have control joints as shown, as described in Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on Sheet A004 L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PLAN KEYNOTES Mark Keynote 1 New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parkigg pad to remain 3 Trash enclosure -- similar at all units -- See Detail A on Sheet A012 4 Pour new parking pada For tie-in between existing and new concrete, See Detail 5, A701 5 Existing concrete front porch to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) ? lExisting concrete to remain 9 New concrete flatwork 10 Dividing line between existing buildinE and addition _........... ....... _....._. - ...._._ . ......._...... i C14558 EN. 02/2015 P. 4rF0 l�c 0 0 o 00 Q CM U coM UQcc:tr�o.o al ID ^_ V � CL _........... ....... _....._. - ...._._ . ......._...... i C14558 EN. 02/2015 P. 4rF0 l�c 0 00 o C O M O I O U N U Symbols Legend ® DRAIN INLET + PIPE (INLET/OUTLET) 2 FIRE HYDRANT 014 AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR Ck GAS VALVE c"a WATER VALVE 6 JOINT UTILITY POLE �s SEWER MANHOLE -� GUY ANCHOR/POLE c'&, POWER POLE D ELECTRIC PULLBOX/PEDESTAL ® TELEPHONE PULLBOX/PEDESTAL ® CABLE TV PULLBOX/PEDESTAL 0-# LIGHT STANDARD A .� ELECTRIC METER © GAS METER BACK FLOW PREVENTER cQ, TELEPHONE POLE FLAG POLE LIGHT POST O SEWER CLEAN-OUT ® GATE POST IM MAIL BOX AREA DRAIN INLET SIGN UTILITY PULLBOX/PEDESTAL -- - - - • BOLLARD ® DRAIN MANHOLE DECIDUOUS TREE -MP— TOP OF SLOPE -E----- FLOWLINE --- GRADE BREAK •o°— EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE (E)BLDG EXISTING BUILDING = EXISTING CONCRETE TO REMAIN = NEW CONCRETE �rN�I ill I ` -' - RE-ESTABLISH LANDSCAPING DAMAGED BY CONSTRUCTION = FRONT OR SECONDARY ENTRY ' Q W = NEW WATER SERVICE VAULT V 1 NEW SITE PLAN GENERAL NOTES Mark Keynote A New water service vaults have been installed at each building in line with the existing demising wall, approximately 5 feet from the front wall.. Temporary PVC lines have been installed from the new water service to the existing service entry. During construction, disconnect temporary line and abandon existing service entry. Install new copper line from vault valve into each new residence, T'ing for hose bib at exterior of each unit. New water service line will be extended to new interior framing for all new water service fixtures. All existing water service lines are to be As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and concrete are to be flush. Re -set as needed. Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical, Plumbing and Electric work to be delivered through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the eave. Water service will be totally new from service vault throughout unit. Electric will be totally new at interior; at exterior service lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related Mechanical, Plumbing and Electric Codes. C All clothes poles are to remain. Poles are painted with lead based paint. Prepare for new paint following HAZMAT protocols as described in Project manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number should be verified by the Contractor. There are twenty (20) poles that are severely out of plumb. Contractor will re -set the out of plumb poles located in the bid phase. See Site Plans for locations. See Detail 45, Sheet A704 for installation. Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. Each line to be supplied with a stainless steel turnbuckle for tightening. D Protect all Utility poles, trees and other landscaping during construction. Repair or replant landscaping damaged by new construction with like materials. NEW SITE PLAN KEYNOTES Mark Keynote 1 New concrete filled bollard at each parking space. When at existing concrete, drill for new footing. See Detail 9, Sheet A004 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure --similar at all units --See Detail A on Sheet A012 4 Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 5 Existing concrete front porch to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 7 Existing concrete to remain 9 New concrete flatwork 10 Dividing line between existing building and addition U Ih Li.. :E �Y I 1 -_ ............... ............__....._.......... I.......... . .� AR�� PERMIT # BUM COUNTY DEVELOPMENT SERVICES REVIEWED FOR j SO DE OMPL.I EDA -- 3 I W C4 0. DATE 12/31/2013 DRAWN BY JOB 1.0010 SHEET 4-a c� O t O O M N O O o T © 'Z U , U 00 O o r ~`@o U Ih Li.. :E �Y I 1 -_ ............... ............__....._.......... I.......... . .� AR�� T ICIA A .� W C4 0. DATE 12/31/2013 DRAWN BY JOB 1.0010 SHEET 4-a O o O o © 'Z U , U 00 O o r W C4 0. DATE 12/31/2013 DRAWN BY JOB 1.0010 SHEET o O o © 'Z U , U W C4 0. DATE 12/31/2013 DRAWN BY JOB 1.0010 SHEET Symbols Legend Mark Keynote A ® DRAIN INLET o . SEWER CLEANOUT • PIPE (INLET/OUTLET) • GATE POST G FIRE HYDRANT ® MAIL BOX VIGNETTES: Aa KEYNOTES AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR 0 AREA DRAIN INLET Ck GAS VALVE 2 SIGN d'c WATER VALVE ® UTILITY PULLBOX/PEDESTAL 6 JOINT UTILITY POLE • BOLLARD 9 Existing concrete front porch at attached unit SEWER MANHOLE 11 Typical concrete control joint DRAIN MANHOLE —3 GUY. ANCHOR/POLE prior to construction. DECIDUOUS TREE All Mechanical, Plumbing and Electric work to be delivered POWER POLE -TOP— TOP OF SLOPE Cl ELECTRIC PULLBOX/PEDESTAL -i - --- FLOWLINE unit. Electric will be totally new at interior; at exterior service TELEPHONE PULLBOX/PEDESTAL lines from power poles to be raised to a minimum of 8'-0" above GRADE BREAK ® CABLE TV PULLBOX/PEDESTAL -r►'— EDGE OF PAVEMENT All clothes poles are to remain. Poles are painted with lead based LIGHT STANDARD paint. Prepare for new paint following HAZMAT protocols as L described in Project manual. Then prime and paint according to HDPE HIGH DENSITY POLYETHYLENE ® ELECTRIC METER (E)BLDG EXISTING BUILDING There are twenty (20) poles that are severely out of plumb. i GAS METER Contractor will re -set the out of plumb poles located in the bid Ld phase. See Site Plans for locations. See Detail 45, Sheet A704 for Install new clothes line. Line to be No. 18 - 6 strand galvanized = EXISTING CONCRETE TO REMAIN ®" BACK FLOW PREVENTER construction. Repair or replant Iandscaping damaged by new cQ3 construction with like materials. NEW CONCRETE - TELEPHONE POLE JOB 10010 r' �FLAG POLE _ =�� `= F' =�. = RE-ESTABLISH LANDSCAPING DAMAGED BY CONSTRUCTION LIGHT POST = FRONT OR SECONDARY ENTRY D W = NEW WATER SERVICE VAULT ,.. �� i.�YI,IGAL GuKP� I+ 10 4' "A01.4 r2I-�,►" 5 TYPE Aa: 818 MARIE COURT Scale: 1/4" = 1'-0" SITE PLAN 6: KIRK ROAD - - Scale: 1/20" = V-0" . Foie A 5 UMTS TH 15 sN��T` '� ► p11 �1�11 \ 0 823 ,--- Marie_ ISI A S I Co u 1"-. G �d -t-1 q L d Il pi D I? a 11:n I A 10d, A ! w 11 % ! A _q1�Y , 1 (TyP)- 818 820\,4 I Marie Ct. - j Marie Ct. `\/� � Type Aa f Type As 1i P - ✓ \ t� f _ a 824 826 .N cy Marie Ct, Marie Ct. t e Type BsTYPe BsJ� Z N l �.. UN 1--- /1 ' ( � �imo;IONS IYFICAII � fl- 513 UNIT; THIS • SITE PLAN 6: MARIE COURT Scale: 1/20" = 1'-0" VIGNETTE 5: Aa GENERAL NOTES Mark Keynote A Contractor to verify needed run at sloped sidewalks to maintain a 1 in 20 5% or less slo e B Install control joints as shown -- at parking pads, joints should be placed at "stall lines" (9' or 10' depending on location) and at mid - C All concrete, including curbs, to have a light broom finish front wall. Temporary PVC lines have been installed from the Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 new water service to the existing service entry. G During construction, disconnect temporary line and abandon Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) existing service entry. Install new copper line from .vault valve VIGNETTES: Aa KEYNOTES Mark Keynote 1 New trash barrel enclosure 2 Rear door entry with security screen door 3 Line of structural slab 4 Storage Room entry 6 New concrete front porch, walkways, side or rear patio, sloped side walk and parking pads 7 rFront entry with security screen door 8 42" high CMU partition -- see Detail 34 on Sheet A703 9 Existing concrete front porch at attached unit 10 Step down from attached unit porch to parking pad — maximum riser 7" 11 Typical concrete control joint 12 Elevation at curb: approximately 98.0 ft. 13 Line of curb 14 1 Elevation at bottom -of -slo ed sidewalk in rear yard: approximate ly 98.5 prior to construction. B �� i.�YI,IGAL GuKP� I+ 10 4' "A01.4 r2I-�,►" 5 TYPE Aa: 818 MARIE COURT Scale: 1/4" = 1'-0" SITE PLAN 6: KIRK ROAD - - Scale: 1/20" = V-0" . Foie A 5 UMTS TH 15 sN��T` '� ► p11 �1�11 \ 0 823 ,--- Marie_ ISI A S I Co u 1"-. G �d -t-1 q L d Il pi D I? a 11:n I A 10d, A ! w 11 % ! A _q1�Y , 1 (TyP)- 818 820\,4 I Marie Ct. - j Marie Ct. `\/� � Type Aa f Type As 1i P - ✓ \ t� f _ a 824 826 .N cy Marie Ct, Marie Ct. t e Type BsTYPe BsJ� Z N l �.. UN 1--- /1 ' ( � �imo;IONS IYFICAII � fl- 513 UNIT; THIS • SITE PLAN 6: MARIE COURT Scale: 1/20" = 1'-0" E NEW SITE PLAN GENERAL NOTES Mark Keynote A New water service vaults have been installed at each building in F line with the existing demising wall, approximately 5 feet from the Trash enclosure -- similar at all units -- See Detail A on Sheet front wall. Temporary PVC lines have been installed from the Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 new water service to the existing service entry. G During construction, disconnect temporary line and abandon Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) existing service entry. Install new copper line from .vault valve Install area drain and under-flatwork drain pipe at enclosed planting area. See Specification Section 32 90 00 Landscaping into each new residence, Ting for hose bib at exterior of each unit. New concrete flatwork New water service line will be extended to new interior framing H for all new water service fixtures. All existing water service lines are to be abandoned. As needed, cut existing porches or other flatwork for new water lines extension to new interior framed walls; them, pour concrete to patch, finishing to match existing concrete. If new water service vault is in the area of new concrete, vault and I concrete are to be flush. Re -set as needed. Coordinate all water connection work with H.A. and Architect prior to construction. B All Mechanical, Plumbing and Electric work to be delivered J through a design/build method. Mechanical system to be ductless type with condenser(s) mounted at exterior walls close to the eave. Water service will be totally new from service vault throughout unit. Electric will be totally new at interior; at exterior service lines from power poles to be raised to a minimum of 8'-0" above grade. Work to comply with CBC 2010 Building Code and related K Mechanical, Plumbing and Electric Codes. C All clothes poles are to remain. Poles are painted with lead based paint. Prepare for new paint following HAZMAT protocols as L described in Project manual. Then prime and paint according to Specification Section 09 90 00 There are 3 poles per building as a general rule. The total number should be verified by the Contractor. There are twenty (20) poles that are severely out of plumb. J Contractor will re -set the out of plumb poles located in the bid Ld phase. See Site Plans for locations. See Detail 45, Sheet A704 for Install new clothes line. Line to be No. 18 - 6 strand galvanized wire. Each line to be supplied with a stainless steel turnbuckle for D Protect all Utility poles, trees and other landscaping during construction. Repair or replant Iandscaping damaged by new construction with like materials. E Trim designated tree limbs and roots to facilitate construction. Keynote t New concrete filled bollard typical at each parking space. Exception: 823 Marie Court to have additional bollard at centerline. When at existing concrete, drill for new footing. See pla A F All roads and parking areas have been newly slurry sealed. Protect Trash enclosure -- similar at all units -- See Detail A on Sheet during construction. If scarred during construction, patch with Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 new slurry to return to new appearance. G Stripe and provide appropriate accessible signage at the parking Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) pad on Staff Drive adjacent to the new walkway to the Community Install area drain and under-flatwork drain pipe at enclosed planting area. See Specification Section 32 90 00 Landscaping Playground. See Sheet A021. No striping or signage is required New concrete flatwork at the residential parking pads H See Appendix A, Specification Section 02 05 50 Demolition, for minimum concrete to be removed at residential parking pads. These plans take precedence as, due to the location and need, concrete removal may exceed that listed in Appendix A. All existing sidewalks and stoops at residential units will be removed. At accessible residential units, the front porches will I See Appendix A, Specification Section 02 05 50 Demolition for a list of front porch posts, which are coated with lead-based paint, to be removed. These posts occur at Bs, Cs, Calt, Da and Fs plan types only. J All wood bollards to be removed. Over the entire site, there are approximately 1,350 bollards. On Authority Drive and Sussex Avenue and in the Rose Garden there are approximately 259 bollards. On the portion of Booth Drive that may be included in Phase 1 there are approximately 91 bollards. The H.A. retains the first right of refusal on all heavy chain. K All new concrete to have control joints as shown, as described in Keynotes or to be placed at every 50 s.f. (5 x 10) -- see Detail 11.1 on Sheet A004 L Where concrete is poured around existing utility vault, re -set vault as needed to be level with new concrete NEW SITE PIAN KEYNOTES Mark Keynote 1 New concrete filled bollard typical at each parking space. Exception: 823 Marie Court to have additional bollard at centerline. When at existing concrete, drill for new footing. See 2 Portion or all of existing concrete parking pad to remain 3 Trash enclosure -- similar at all units -- See Detail A on Sheet 4 Pour new parking pad. For tie-in between existing and new concrete, See Detail 5, A701 5 Existing concrete front porch to remain 6 Set new 6x6 post. See Detail 1, Sheet A701 for standard units; see Detail 2, A701 for accessible units (all accessible units to have newly poured front patios) 8 Install area drain and under-flatwork drain pipe at enclosed planting area. See Specification Section 32 90 00 Landscaping 9 New concrete flatwork 10 Dividing line between existing building and addition PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RE E1�lE® FOR No. 014558 EN. 02/2015 �OF Ctk o 00O 4.4 bA 0 p U o 00 o Z U N U Cd 'C3 w w � H un f --a .F 0 CO NCOcorco U t1) W 0) CC . N W UQco`ro o U v C'no cp FJ coo o�v S CD 0)o No. 014558 EN. 02/2015 �OF Ctk o 00O 4.4 bA 0 p U o 00 o Z U N U Cd 'C3 w w � H un f --a .F un J Ld �--� C.7 DATE -12/31/2013'-- - DRAWN BY PB JOB 10010 9 �a ORIGINAL BUILDING TYPE 1 DEMOLITION PLAN „� �' ,3`' #:. Fi + h. ,c, r y Y. q, 2 *••-^s^-^r5+ ,..Jr s F �� 'byv't s i 3e. '3 [r.z-2:.� ,o•s. a _ ,.� �;m ..�., .» Fa a t R y To be converted into new Building Types Scale: 1/4" = 1'-0" Ga & Gs and Ha & Hs A1" da fHo PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RIMEMKED I-O CODS PLI N E DATIJ0I!-----'----- By_' DEMOLITION PLAN GENERAL NOTES Mark Keynote A JAll Original Building Types are duplexes with two identical 2 bedroom, 1 Electric meters and panel. Location may vary. See General Note O above. bath residential units B Keynotes and dimensions apply to both units unless otherwise noted C All room designations and dimensions are based on original 1962 and 1970 Remove existing window and sill blocks drawings. See "O" Sheets for reference D I All flooring, flooring mastic, baseboard (rubber/vinyl) and baseboard Remove existing concrete stoop mastic to be removed. Flooring, flooring mastic and baseboard mastic Remove existing door and adjacent CMU to allow for new larger door. See Ga/Gs floor plan on sheet Al 02; see Ha/Hs floor plan on Sheet A105 contain asbestos. See report prepared by Asbestos Science Technologies, Remove window and adjacent P-4" CMU to allow for new larger window - sill blocks to remain in place. See Ga/Gs exterior elevations on Sheet A103; see Ha/Hs exterior elevations on Sheet A 106 Inc., that is bound into the Project Manual for conditions at various Remove existing swamp cooler addresses and for removal protocol E All painted surfaces and components, interior and exterior, are assumed to Remove existing concrete porch be lead based paint. See report prepared by Asbestos Science Cut existing concrete porch and/or excavate for new 2'x T footing for new post at deflected porch beam -- see Detail 3, Sheet A701 Technologies, Inc., that is bound into the Project Manual for conditions at Water service vault -- re -set vault as needed so it is flush with concrete various addresses and for removal protocol F All Mechanical, Plumbing and Electric work to be delivered through a Bearing wall design/build method. See M, P and E sheets for suggested new locations Remove existing plywood -built closet for new HVAC, plumbing and electric fixtures. G All existing mechanical, plumbing and electric/telephone/data, etc. fixtures Gut Bathroom: remove lavatory, toilet and tub/shower including all and fittings to be removed or capped off and abandoned H Remove portions of existing slab to allow connection to new water service Gut Kitchen: remove upper and lower cabinets, countertop and and to existing sewer lines. Layout of existing services can be seen on "O" Remove existing thermostat sheets; note that as -built conditions may vary. I During demolition, provide temporary support for ceilings, beams and roof Remove range, hood and stainless steel backs lash where bearing walls have been removed 7 Existing CMU walls are 8", 6" and 4" thick. Where CMU walls have been At Ha/Hs building types: remove portion of devising wall for new openings. See floor plan on Sheet A105 removed, or at any rough areas of slab, grind smooth to facilitate . installation of new flooring K Remove all existing metal roof, edge metal, vent stacks, etc. Cut roofing and roof structure for new vent stacks, skylites as occur, etc. Felt type insulation between the existing roofing paper and roof decking contains asbestos. See report prepared by Asbestos Science Technologies, Inc., that is bound into the Project Manual for conditions at various addresses and for removal protocol L Remove existing trim, plywood and 5-1/2" Styrofoam board at ceilings -- See Detail 9, Sheet A701 M The Housing Authority retains the right of first refusal on all appliances, doors, screen doors and door hardware. N Remove existing house numbers O PG&E requires that existing electric meters and panels be reused. Leavein place or relocate as needed for new work DEMOLITION PLAN KEYNOTES Mark Keynote 1 Electric meters and panel. Location may vary. See General Note O above. 2 Remove existing front porch at Ga and Ha building types. At Gs and Hs building types, existing front porch to remain. See Site Plans on Sheets A01 I and A021 for complete new flatwork and accessible detail -- excavate for new flatwork as needed 3 Remove existing hose bibs. Locations shown are taken from Original drawings and may vary in location and number on-site. Verify number of bibs per building prior to bidding 4 Remove existing window and sill blocks 5 Remove portion of CMU wall to allow for new door and sidelite -- See Ga/Gs floor plan on Sheet A102; see Ha/Hs floor plan on Sheet A105 6 Remove existing concrete stoop 7 Remove existing door and adjacent CMU to allow for new larger door. See Ga/Gs floor plan on sheet Al 02; see Ha/Hs floor plan on Sheet A105 8 Remove window and adjacent P-4" CMU to allow for new larger window - sill blocks to remain in place. See Ga/Gs exterior elevations on Sheet A103; see Ha/Hs exterior elevations on Sheet A 106 9 Remove existing swamp cooler 10 Remove existing window -- sill blocks to remain 11 Remove existing concrete porch 12 Cut existing concrete porch and/or excavate for new 2'x T footing for new post at deflected porch beam -- see Detail 3, Sheet A701 13 Water service vault -- re -set vault as needed so it is flush with concrete 14 Remove door, screen door, threshold and adjacent CMU. See Detail 28, Sheet A703 17 Bearing wall 18 Remove existing plywood -built closet 19 Remove existing carbon monoxide detector 20 Gut Bathroom: remove lavatory, toilet and tub/shower including all 21 lRemove gas water heater -- cap and abandon gas line 22 Gut Kitchen: remove upper and lower cabinets, countertop and 23 Remove existing thermostat 24 Remove existing wall furnace -- cap and abandon gas line 25 Remove range, hood and stainless steel backs lash 26 At Ga/Gs building types: remove portion of devising wall for new openings. See floor plan on Sheet A102 27 At Ha/Hs building types: remove portion of devising wall for new openings. See floor plan on Sheet A105 . x DEMOLITION PLAN WALL LEGEND I Existing 8" CMU wall O I------ - Wall or component to be removed -- CMU walls are 811, 6" or 4" thick a 00 AWN BY PB 110010 A-LU.L I O w CD a 00 M �__ U00 Lo � 7 UQ� o d� W d? � r Q � �- a �•V-C� QJ �2 Q' L O O M .. kms« F,•3 cdFt�C.. n:v � ...,,..xikv.I � .. r.�:: ..,..5 ' AWN BY PB 110010 A-LU.L O w 00 kn d� Oct Q � Q' P O M .. U O=UCgU O C AWN BY PB 110010 A-LU.L w w Oct Q � w z a Wo W . x �LjW E -H ' 7 U O & DATE 12/31/2013 AWN BY PB 110010 A-LU.L GENERAL NOTES Mark Keynote A In building designations, a = accessible and s = standard B Building types being converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) will take the numerically lower of the two addresses at the original duplex building (i.e. 863/861 Ernest Drive will become 861 Ernest Drive) C Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color D See Detail 8, Sheet A70I, for rafter end caps -- caps to be installed at all rafter ends E See Detail 21, Sheet A702, for repair to any damaged rafter ends F Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract G All bathrooms to be equipped with vent fan/heat lamp combination. See Specification Section 15 00 00 H Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units I Install metal blade mini -blinds at all windows. See Specification Section 12 20 00 J Install grab bars and backing at "a" units only; install backing only at "s" units Hold top of Coat Closet and Pantry at T-0" AFF -- See Interior Elevation 4 on Sheet A 104.1 12 On -demand gas water heater 13 Access panel to tub/shower plumbing -- see Detail 13 on Sheet A702 14 ROOF PLAN KEYNOTES Mark Keynote 1 Line, of structure 2 New "Cool Roof' standing seam metal roofing 3 Ridge ca -- see manufacturer's details gypsum board at face; stud bays to be insulated to R-13 -- gypsum board to be moisture resistant at all plumbing walls V r FLOOR PLAN KEYNOTES 1 At Ga only: 1/2 shelf & pole to be mounted at 66" AFF; 1/2 at 48" AFF. At Gs units, all shelves and poles to be mounted at 66" AFF 2 No gypsum board at remaining portions of CMU demising wall 3 Bowed shower curtain rod typical 4 Shroud at clothes dryer vent 5 Location of clothes dryer -- provide gas and electric connections — provide sheet metal trim at opening for dryer vent 6 Location of clothes washer -- provide electric connections and recessed 7 Install drying rack above'dryer space 8 Line of 2x4 partition below window sill 9 Align walls 10 At Broom Closet: 1/2 length of shelf and pole mounted at 66" AFF, the other 1/2 at 48" AFF 11 Hold top of Coat Closet and Pantry at T-0" AFF -- See Interior Elevation 4 on Sheet A 104.1 12 On -demand gas water heater 13 Access panel to tub/shower plumbing -- see Detail 13 on Sheet A702 14 Gas range with hood, light and fan above. In Ga units, controls at hood to be ADA compliant 15 At Ga units, lower sink and adjacent work space so that countertop is maximum 34" AFF -- see Interior Elevation 4 on Sheet A104.1 16 See Site Plans for complete flatwork design; for Ha plans, see Sheet A012 for accessible flatwork at front and rear of building gypsum board at face; stud bays to be insulated to R-13 -- gypsum board to be moisture resistant at all plumbing walls V U REFLECTED CEILING PLAN KEYNOTES 1 1/4 round trim at all rafter/ceiling and wall/ceiling connections except at closets and Storage Room 2 Top of closet at T-0" AFF -- See Detail 43 on Sheet A704 3 New post at deflected beam -- See Detail 3 on Sheet A701 4 Existing CMU demising wall H Building Type Ga is found at: Buildin T peGs is found at: 1518 Sussex Avenue 1570 Booth Drive 1594 Kirk Road 1491 Ogden Avenue WALL SCHEDULE FLOOR PLAN WALL LEGEND 2 X 4 @ 16" o.c., 1/211 gypsum board each face -- moisture Existing 811CMU wall or framed wall Infill matching 8" CMU C� resistant at plumbing wall side ® 2❑ = At toilet walls only: 2 X 6 @ 16" o.c., 1/2" moisture resistant gypsum board at plumbing wall side, standard gypsum board on opposite face New framed wall -- see Wall Schedule _ At Storage Room/interior space walls: 2 x 4 @ 16" o.c. (2 x 6 @ F3 1� 16" o.c. at toilet wall), 1/211 gypsum board at interior E v E o (conditioned) face; 1/2" CDX plywood over 5/8" Type X gypsum v0F--u.:E r board at Storage Room (un -conditioned ) face. Stud bays to be � insulated to R-13. OCd Furred 2 X 4 @ 16" o.c. (2 X 6 @ 16" o.c. at toilet walls), 1/2" [4] gypsum board at face; stud bays to be insulated to R-13 -- gypsum board to be moisture resistant at all plumbing walls NEW FLOOR PLAN WALL LEGEND = = Existing 811CMU wall or framed wall Infill matching 8" CMU C� ® U 00 to CO �w! New framed wall -- see Wall Schedule _ New furred wall at interior face of exterior walls and at each face of demising wall ® 1� U � a N E v E o PERMff # BUTTE COUNTY DEVELOPMENT SERVICES REVI E ED FOR CODE M A E i . 4.i .0 (0 o r co U 00 to CO �w! C Q A 0UvNco M(Q_e- 1� U � a N E v E o v0F--u.:E . 4.i .0 �w! 1� r � OCd C� V U W o�UNU Li W O� DRAWN BY PB JOB 1.0010 SHEET ._.___.... .0 �w! 1� r � OCd C� V W Li W O� H U) !"�f H DATE 12/31/2013 W W x DRAWN BY PB JOB 1.0010 SHEET ._.___.... .0 1� r W Li O� U) !"�f DATE 12/31/2013 DRAWN BY PB JOB 1.0010 SHEET ._.___.... M 11 KIH. f kIHOOV/peoh HPAb 0 EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) insulation board. See Detail 25, Sheet A705, for z -bar attachment for insulation board EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Fixed glass 2 Ridge cap. See manufacturer's details 3 Standing seam metal roofing 4 Stucco 5 Stucco to terminate a minimum of I" below top of slab -- see Details 4a & 4b for variations 6 New porch / patio at Ha unit to be level with top of slab -- slope maximum of 1/4" in 12" to shed water 7 In -fill with CMU prior to applying stucco assembly where building component was removed 8 Fixed glass, tempered sidelite 9 Security screen door over entry door 10 New post to correct beam deflection -- se Detail 3 on Sheet A701 11 At Hs units, existing front porch to remain 12 Sill blocks at all windows except clerestory windows at Front Elevation 13 Control joint 14 Window over tub to be tempered glass 15 Security screen door over 6 -panel Laundry room door 26 Proposed locations for condensers for mini -split ductless HVAC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES lE�/I 1l1I .0 FOR 1l ® Ol•441 PLIA E DA 1 tJ-----By - 4-1 o N O C f � C) �w U 0 0 0©� OU N 1 • rV] V O CCS•{ . W� W a tet. '.��r �, moi.. f m:a�cv:.•e q� �1 C/] U U] oma ® a MU DATE 12/31/2013 DRAWN BY pg JOB 10010 SHEET t o3.i i o co Nuc) 00 00 CUiWr Q o +� I O — � U N lu— E n.. — ti U_ S?o r0F,--LLtib .__.:..... ....... 4-1 o N O C f � C) �w U 0 0 0©� OU N 1 • rV] V O CCS•{ . W� W a tet. '.��r �, moi.. f m:a�cv:.•e q� �1 C/] U U] oma ® a MU DATE 12/31/2013 DRAWN BY pg JOB 10010 SHEET t o3.i a WINDOW WALL TUB/SHOWER WALL DOOR WALL 1 BATH #1 Scale: '/2" = 1'-0" DOOR WALL TOILET WALL BATH #2 Scale: '/2 = V-0" LAVATORY WALL LAVATORY WALL RANGE WALL SINK WALL KITCHEN Scale: '/2" = 1'-0" PANTRY WALL WORK STATION WALL DINING AREA Scale: %" = 1'-0" LINEN STORAGE HALLWAY 3 Scale: '/2" = 1'-0" N PERMrr # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED EOR CODE COMPLU DA t1_ - 11kc. ED (u 00 o U 0 4 O M .� I'�'tU°NU Cd cn W W W W N F YAK 1� ct� w �D L0 Lon� .00 u rE 12/31/2013 AWN BY PB 10010 ET 310 •yti'. WWI GENERAL NOTES Mark Keynote A In building designations, a = accessible and s = standard B Building types being converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) will take the numerically lower of the two addresses at the original duplex building (i.e. 863/861 Ernest Drive will become 861 Ernest Drive) C Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color D See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends E See Detail 21, Sheet A702, for repair to any damaged rafter ends F Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract G All bathrooms to be equipped with vent fan/heat lamp combination. See Specification Section 15 00 00 H Install serially wired, battery /backup smoke detectors and carbon monoxide detectors in all units I Install metal blade mini -blinds at all windows. See Specification Section 12 20 00 J Install grab bars and backing at "a" units only; install backing only at "s" Hold top of closet at T-0" AFF -- See Interior Elevation 4 on Sheet A 107.1 12 On -demand gas water heater 13 Foldin table with drying rack above 14 ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New "Cool Roof' standing seam metal roofing 3 Ridge ca -- see manufacturer's details 17 Portion of insulated wall to finish at T-0" AFF © FLOOR PLAN KEYNOTES 1 At Ha only: 1/2 shelf & pole to be mounted at 66" AFF; 1/2 at 48" AFF. At Hs units all shelves and poles to be mounted at 66" AFF 2 2x6 wall 3 Bowed shower curtain rod typical 4 Shroud at clothes dryer vent 5 Location of clothes dryer -- provide gas and electric connections -- provide sheet metal trim at opening for dryer vent 6 Location of clothes washer -- provide electric connections and recessed supply/drain box 7 lRefrigerator 8 Line of 2x4 partition below window sill 9 At Ha only: shelf & pole across back of closet to be mounted at 66" AFF; at side, at 48" AFF. At Hs units, all shelves and poles to be mounted at 66" AFF 10 Broom closet shelf and pole mounted at 66" AFF 11 Hold top of closet at T-0" AFF -- See Interior Elevation 4 on Sheet A 107.1 12 On -demand gas water heater 13 Foldin table with drying rack above 14 Gas range with hood, light and fan above. In Ha units, controls at hood to be ADA compliant 15 Hold top of closet and storage cabinet at 7-0" AFF -- See Interior Elevation 6 on Sheet A107.2 16 See Site Plans for complete flatwork design; for Ha plans, see Sheet A022 for accessible flatwork at front and rear of building 17 Portion of insulated wall to finish at T-0" AFF © REFLECTED CEILING PLAN KEYNOTES 1 1/4 round trim at all rafter/ceiling and wall/ceiling connections except at closets and Storage Room 2 To of closet at T-0" AFF -- See Detail 43 on Sheet A704 3 New nost at deflected beam -- See Detail 3 on Sheet A701 4 lExisting CMU demising wall Building Type Ha is found at: Building Tyre Hs is found at: 1520 Booth Drive 1530 Booth Drive 1560 Briarcliff Lane 1528 Sussex Avenue /.I. eA it WALL SCHEDULE El = 2 X 4 @ 16" o.c., 1/2" gypsum board each face — moisture resistant at plumbing wall side 2❑ = At toilet walls only: 2 X 6 @ 16" o.c., 1/211 moisture resistant gypsum board at plumbing wall side, standard gypsum board on opposite face El _ At Storage Room/'interior space walls: 2 x 4 @ 16" o.c. (2 x 6 @ 16" o.c. at toilet wall), 1/2" gypsum board at interior (conditioned) face; 1/2" CDX plywood over 5/8" Type X gypsum board at Storage Room (un -conditioned ) face. Stud bays to be insulated to R-13. F4] = Furred 2 X 4 @ 16" o.c. (2 X 6 @ 16" o.c. at toilet walls), 1/2" gypsum board at face; stud bays to be insulated to R-13 -- gypsum board to be moisture resistant at all plumbing walls 00.,rn �.0 LU E a o NEW FLOOR PLAN WALL LEGEND = = Existing 8"CMU wall or framed wall Infill matching 8" CMU 0 ® New framed wall -- see Wall Schedule _ New furred wall at interior face of exterior walls and at each face of demising wall © PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED F®R 09DE Co MPL16t$CE DA igY kN"C1458 0212015P CA�e�0 4-a ® cU op 0� O C> o�UNLJ ERIN . V1 z a w w www' U C7 Ort �U Lj ;W o YS F:•� X -. £ .: �+ 2 `F' �Z. '-kir. 0 U o DATE12/31/2013 DRAWN BY _._ P8_. JOB 10010 SHEET......_....._.-..._._. ........ I cp co 0 �D CO U u1 lm m UQ(0Cc: o aczn 00.,rn �.0 LU E a o vUl- U_ 2i kN"C1458 0212015P CA�e�0 4-a ® cU op 0� O C> o�UNLJ ERIN . V1 z a w w www' U C7 Ort �U Lj ;W o YS F:•� X -. £ .: �+ 2 `F' �Z. '-kir. 0 U o DATE12/31/2013 DRAWN BY _._ P8_. JOB 10010 SHEET......_....._.-..._._. ........ I EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) insulation board. See Detail 25, Sheet A705, for z -bar attachment for insulation board EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Fixed glass 2 Ridge cap. See manufacturer's details 3 Standing seam metal roofing 4 Stucco 5 Stucco to terminate a minimum of V below top of slab -- see Details 4a & 4b for variations 6 New porch / patio at Ha unit to be level with top of slab -- slope maximum of 1/4" in 12" to shed water. New rear/side patio at Hs units: concrete to be 1" below top of slab 7 In -fill with CMU prior to applying stucco assembly where building component was removed 8 Fixed glass, tempered sidelite 9 Security screen door over entry door 10 New post to correct beam deflection -- se Detail 3 on Sheet A701 11 At Hs units, existing front porch to remain 12 Sill blocks at all windows except clerestory windows at Front Elevation 13 Control joint 14 Window over tub to be tempered glass 15 Security screen door over 1/2 lite Laundry Room door -- panels below 1/2 lite 16 Proposed locations for condensers for mini -split ductless HVAC 17 Door to Storage Room <I a V 1W W-4m� 5 1 a RIGHT HAND ELEVATION c0 Oli`LIA DA By Scale: ..1 /4 1'-n" �rFOF �pv'�a� .O a .® ;> 0*�: c� M .� o�UFgQ RM-1101, :13?<�J�3.bY>.r.:a'o.�Rwk'.w�'7FJk4x<.��i.�'a„:i V� CO o ' Ww lr I t� .� �D LJ (D DATE. '.12/31/2013 DRAWN BY PB JOB 10010 - SHEET A106. o rn o co ` V1_ N i UQco�,'o oU��cfl U L ..._ -0LL �rFOF �pv'�a� .O a .® ;> 0*�: c� M .� o�UFgQ RM-1101, :13?<�J�3.bY>.r.:a'o.�Rwk'.w�'7FJk4x<.��i.�'a„:i V� CO o ' Ww lr I t� .� �D LJ (D DATE. '.12/31/2013 DRAWN BY PB JOB 10010 - SHEET A106. LAVATORY WALL DOOR WALL BATH #1 Scale: %" = V-0" TUB/SHOWER WALL .- LINEN STORAGE WALL ...... TOWEL BAR WALL DOOR WALL 2- BATH #2 Scale: '/2" = 1'-0" LAVATORY WALL L WINDOW WALL BEDROOM #1 Scale: %2" = V-0" CLOSET WALL S WASHER/DRYER WALL 3 LAUNDRY Scale: %2" = V-0" . 4 GENERAL NOTES Mark Keynote A Cabinets are shown for accessible "a" units and keynoted for both "a" and standard "s" units B See Specification Section 12 30 00 Casework: Residential and Administration Building, Appendix C for complete cabinet schedule per C See Sheet A504 for Plumbing Fixtures and required clearances D All surfaces shall be finished at exposed sides including bottom of leading edge of all countertops; adjustable cabinet shelves and fixed shelves at closets to be finished all sides At Ha unit, install horizontal panel with applied drawer head (minimum 27" clear between panel and finished floor) protective piping shroud at lavatory; at Hs unit, install horizontal panel with applied drawer head and 6 ADA compliant lavato 7 Plastic laminate continuous (no seams) from leading edge of countertop to 4" backsplash 8 INTERIOR ELEVATION KEYNOTES 1 Moisture resistant gypsum board at plumbing walls 2 At Ha unit, install grab bar and backing; at Hs unit, install backing for future grab bars only 3 At Ha unit, install UFAS compliant height toilet; at Hs units, install standard height toilet 4 6" rubber base 5 At Ha unit, install horizontal panel with applied drawer head (minimum 27" clear between panel and finished floor) protective piping shroud at lavatory; at Hs unit, install horizontal panel with applied drawer head and 6 ADA compliant lavato 7 Plastic laminate continuous (no seams) from leading edge of countertop to 4" backsplash 8 1/2" gypsum board at non -plumbing or non-tub/shower alcove walls 9 Tub 10 Tub filler 11 At Ha unit, separate controls for fixed shower head/tub filler and adjustable shower head; at Hs units, only (1) control for fixed shower head 12 Adjustable shower head at Ha unit only 13 Fixed shower head: off -set at Ha unit; centered on tub in Hs unit 14 Moisture resistant gypsum board at all (3) walls of tub/shower alcove 15 1/8" high pressure laminate wainscot to 5'-0" above top of tub at (3) walls of tub/shower alcove 16 Bowed curtain rod typical all tub/showers 17 Line of tub 18 Line of built-in tub seat 19 lRecessed, ADA compliant toilet paper holder 20 Roll-out adjustable shelves at Ga unit; at Gs units, (1) adjustable shelf 21 24" towel bar 22 18" towel bar 23 Light ca 24 "Wing -Swinger" mirror over recessed medicine cabinet -- See Detail 35 on Sheet A703 25 4" rubber base 26 Frame shaft for range hood vent; gypsum board finish above cabinets; veneered panel finish at interior of cabinet to match cabinet finish 27 Stainless steel backsplash from 2" below top of range and abutting range hood above 28 Hood with light, fan and vent to outside air; at Ha unit, controls to be ADA compliant 29 ADA compliant range in all units 30 At Ha unit, 34" maximum height work space to have horizontal panel with applied drawer head (minimum 29" from bottom of panel to finished floor) removable doors, (2) removable, adjustable roll-out shelves and removable base panel and tockick -- flooring to continue to gypsum board behind back of cabinet. At Hs units, 36" high work space to have horizontal panel with applied drawer head, (2) doors and (1) adjustable shelf 31 At Ha unit, at 34" maximum height sink space, horizontal panel with applied drawer head (minimum 29" from bottom of panel to finished floor) and protective piping shroud -- see Detail 37 on Sheet A704 At Hs units, 36" high work space to have horizontal panel with applied .-.- ................-,......._._..... drawer head and (2) doors 32 On -demand gas water heater 33 Location of clothes washer (N.I.C.) 34 Recessed, over -the -stud supply and drain box for clothes washer 35 Location of clothes dryer N.I.C. — provide gas and electric connections PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVI EED FOR CODE CO LIA E DA - C3Y— -- L� A D C14558 EN. 02/2015 "Vr�4� CA1��®4� IIS O 4 °O© a�c�U I O Cd i Q -I w V 0 Q w H E"t 1"N" K� r . s.. •� l� I U C)LO P4 (J11� W U g, .�.., Al DATE 12/31/2013 DRAWN BY PB JOB 10010 _...SHEET ._..._-_ .... Alumn7nl i I I CO 00 (d ch �— 00 0) , ��� UQcD�ro oUyNCD U -C p v E c tU -00 .-.- ................-,......._._..... ..... -., !i ....»...... i L� A D C14558 EN. 02/2015 "Vr�4� CA1��®4� IIS O 4 °O© a�c�U I O Cd i Q -I w V 0 Q w H E"t 1"N" K� r . s.. •� l� I U C)LO P4 (J11� W U g, .�.., Al DATE 12/31/2013 DRAWN BY PB JOB 10010 _...SHEET ._..._-_ .... Alumn7nl i PANTRY #1 WALL RANGE WALL SINK WALL 5 KITCHEN Scale: 'h" = V-0" f E WINDOW WALL I STORAGE WALL LIVING ROOM 6 Scale: %" = 1'-0" GENERAL NOTES Mark Keynote A Cabinets are shown for accessible "a" units and keynoted for both "a" and standard "s" units B See Specification Section 12 30 00 Casework: Residential and Administration Building, Appendix C for complete cabinet schedule per unit/building: = Cabinet Mark C See Sheet A504 for Plumbing Fixtures and required clearances D All surfaces shall be finished at exposed sides including bottom of leading edge of all countertops; adjustable cabinet shelves and fixed shelves at closets to be finished all sides 1/2" gypsum board at non -plumbing or non-tub/shower alcove walls L�NC'n I 9 ADA compliant refrigerator 19 C� W i O W w � Co >, LO PERMIT# a U BUTTE COUNTY DEVELOPMENT SERVICES REEVE WE FOR COD O M UA CE DATE 12/31/2013 OATS,L� A DRAWN BY PB r_ JOB 1003.0 3 .....SHEET ....._._._._...._._._...,._....._.._ A1U7EZ -- INTERIOR ELEVATION KEYNOTES 1 Moisture resistant gypsum board at plumbing walls 7 Plastic laminate continuous (no seams) from leading edge of countertop to 4" backsplash 8 1/2" gypsum board at non -plumbing or non-tub/shower alcove walls L�NC'n I 9 ADA compliant refrigerator 19 At Ha unit, (3) adjustable roll-out shelves and (1) adjustable shelf; at Hs units, (4) adjustable shelves 20 Roll-out adjustable shelves at Ha unit; at Hs units, (1) adjustable shelf 0 22 Oen to Foyer VES]...._ 2 k n 25 4" rubber base 26 Frame shaft for range hood vent; gypsum board finish above cabinets; veneered panel finish at interior of cabinet to match cabinet finish 27 Stainless steel backsplash from 2" below top of range and abutting range hood above 28 Hood with light, fan and vent to outside air; at Ha unit, controls to be ADA compliant 29 ADA compliant range in all units 30 At Ha unit, 34" maximum height work space to have horizontal panel with applied drawer head (minimum 29" from bottom of panel to finished floor) removable doors, (2) removable, adjustable roll-out shelves and removable base panel and toekick — flooring to continue to gypsum board behind back of cabinet. •� At Hs units, 36" high work space to have horizontal panel with applied drawer head, (2) doors and (1) adjustable shelf 31 At Ha unit, at 34" maximum height sink space, horizontal panel with applied drawer head (minimum 29" from bottom of panel to finished floor) and protective piping shroud -- see Detail 37 on Sheet A704 At Hs units, 36" high work space to have horizontal panel with applied drawer head and (2) doors 44. Open above T-0" from top of cabinet to ceilin above 45 ADA compliant stainless steel double sink at Ha unit; at Hs units, 10" deep stainless steel double sink 46 Fixed glass 47 New 6 x 12 header 48 Oen to Halfway 49 Oen to Foyer 50 1 Oen to Living Room 51 lExposed existing CMU C� W i O W w � Co >, LO PERMIT# a U BUTTE COUNTY DEVELOPMENT SERVICES REEVE WE FOR COD O M UA CE DATE 12/31/2013 OATS,L� A DRAWN BY PB r_ JOB 1003.0 3 .....SHEET ....._._._._...._._._...,._....._.._ A1U7EZ -- coo S.o 00 co C000-- L�NC'n I O U 0'r 0 23 C: 0 U L 0 VES]...._ 2 k n C� W i O W w � Co >, LO PERMIT# a U BUTTE COUNTY DEVELOPMENT SERVICES REEVE WE FOR COD O M UA CE DATE 12/31/2013 OATS,L� A DRAWN BY PB r_ JOB 1003.0 3 .....SHEET ....._._._._...._._._...,._....._.._ A1U7EZ -- O 00 0 bA a U •� 0 .V rn ct CML3 H F"� W � w C� W i O W w � Co >, LO PERMIT# a U BUTTE COUNTY DEVELOPMENT SERVICES REEVE WE FOR COD O M UA CE DATE 12/31/2013 OATS,L� A DRAWN BY PB r_ JOB 1003.0 3 .....SHEET ....._._._._...._._._...,._....._.._ A1U7EZ -- �O� X11 aNP KNIT 1.o€�oII ohl �-- _ r� i rI I iL I'mrH I I (� I ILJ l II II �l VTJ tA�4- I11 VIII � I U11 12 4. 2 1123 r 1 �4- II Tht I I I _ _ ti I I Il 1-4- UZ r , 4� =-37— —c.� -- — — — — --74 ( 7� ' U. 21 2 0 2(o ( � I � " ,,,. 1:5� A, -4 A -I I I - 7 4 - ORIGINAL BUILDING TYPE 2 DEMOLITION PLAN 777 77,777�7T §.: . '°^ � �; � ,,, �� " -, t , . ., � �� . .> < . ;. r'�J..-:[...-W.�r..r..�..,r......�....�.......�u.r;.,:...�.....,�.:;..,�sc�u..;...«..if.:.�:..aw .. . �r ......•b..."'�..-. W� To be converted into new Building Types Scale. 1/4" - V-0" Bs -Bs, Bs -Cs (&opposite hand Cs -Bs), Calt-Bs, Cs -Cs, Da -Cs and Fs DEMOLITION PLAN WALL LEGEND Mark Keynote = Existing 8" CMU wall 0 bath residential units -----� ---- - Wall or component to be removed -- CMU walls are 8", 6" or 4" thick All dimensions are based on original 1962 and 1970 drawings. See "O" 9 Sheets for reference DEMOLITION PLAN GENERAL NOTES Mark Keynote A All Original Building Types are duplexes with two identical 2 bedroom, 1 6 bath residential units B Keynotes and dimensions a2 o both units unless otherwise noted C All dimensions are based on original 1962 and 1970 drawings. See "O" 9 Sheets for reference D All flooring, flooring mastic, baseboard (rubber/vinyl) and baseboard 11 mastic to be removed. Flooring, flooring mastic and baseboard mastic 12 contain asbestos. See report prepared by Asbestos Science Technologies, 13 Inc., that is bound into the Project Manual for conditions at various 14 addresses and for removal protocol E All painted surfaces and components, interior and exterior, are assumed to 16 be lead based paint. See report prepared by Asbestos Science 17 Technologies, Inc., that is bound into the Project Manual for conditions at 18 various addresses and for removal protocol F All Mechanical, Plumbing and Electric work to be delivered through a 20 design/build method. See M, P and E sheets for suggested new locations 21 for new HVAC, plumbing and electric fixtures. :G All existing mechanical, plumbing and electric/telephone/data, etc. fixtures 23 and fittings to be removed or capped off and abandoned 14 Remove portions of existing slab to allow connection to new water service 25 and to existing sewer lines I During demolition, provide temporary support for ceilings, beams and roof 27 where bearing walls have been removed J Existing CMU walls are 8", 6" and 4" thick. Where CMU walls have been 29 removed, or at any rough areas of slab, grind smooth to facilitate 30 installation of new flooring K Remove all existing metal roof, edge metal, vent stacks, etc. Cut roofing U and roof structure for new vent stacks, skylites as occur, etc. Felt type U insulation between the existing roofing paper and roof decking contains asbestos. See report prepared by Asbestos Science Technologies, Inc., that is bound into the Project Manual for conditions at various addresses and for removal protocol L Remove existing trim, plywood and 5-1/2" Styrofoam board at ceilings -- See Detail 9, Sheet A704 M The Housing Authority retains the right of first refusal on all appliances, doors, screen doors and door hardware. N Remove existing house numbers DEMOLITION PLAN KEYNOTES Mark Keynote 1 Remove and retain for re -use existing 100 amp main electric panels 2 Remove and retain for re -use electric meters 3 1 See Site Plans on Sheets A021 and A071 for complete new flatwork and accessible detail -- excavate for new flatwork as needed 4 Remove existing hose bibs. Locations shown are taken from Original drawings -- see "0" sheets -- verify number of hose bibs per building - 5 Remove existing window and sill blocks 6 Remove portion of CMU wall to allow for new opening -- See floor plan. 7 Remove existing concrete stoop at either side or back 8 NOT USED 9 Remove existing door 10 NOT USED 11 Remove existing swamp cooler 12 Remove existing window -- sill blocks to remain 13 NOT USED 14 Existing concrete porch to remain except demolish porch at unit type Da 15 INOT USED 16 Water service vault -- re -set vault as needed so it is flush with concrete 17 NOT USED 18 NOT USED 19 Remove door, screen door, threshold and adjacent CMU. See Detail 28, Sheet A706 20 Bearing wall 21 Remove existing plywood -built closet 22 NOT USED 23 Gut Bathroom: remove Iavatory, toilet and tub/shower including all fittings and existing plumbing; remove wainscot at tub/shower walls (3) 24 lRemove gas water heater -- cap and abandon gas line 25 Gut Kitchen: remove upper and lower cabinets, countertop and backsplash, sink and all fittings and plumbing 26 Remove existing thermostat 27 Remove existing wall furnace -- cap and abandon gas line 28 Remove range, hood and stainless steel backs lash 29 Wall, window and door demolition shown for unit type Bs only. For Cs, Calt, Da and Fs see new floor plans 30 Demolish entire devising wall at unit type Fs only. Wall to remain at Bs, Cs, Calt and Da unit types 31 Remove existing front porch 6x6 posts (post at painted with lead -base paint) at the following locations: U On left side of building: U Address Unit Type 873 Authority Drive Cs 876 Authority Drive Bs 1468 McConnell Avenue Bs 1482 McConnell Avenue Fs 1462 Ogden Avenue Fs 1490 O den Avenue Fs 1509 Sussex Avenue Bs 1544 Sussex Avenue Da W 1543 Sussex Avenue Bs On right side of building: Address Unit T e 1542 Booth Drive Cs 1558 Booth Drive Cs 825 Marie Court Bs 1464 McConnell Avenue Bs 1475 McConnell Avenue Cs 1458 Ogden Avenue Fs 1475 Ogden Avenue Cs 1462 Staff Drive Cs 1511 Sussex Avenue Cs PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 0 0) CC) cn °° 4-1 �. V-- t�aC0)N T. UQo-7o 0 0U��� [2 Ca ° (D U� 0�' ~ ' O U ji 0 h LL Z 4-1 CJ�C'7�� 0 ~ 00 ji 0 A4 1 0 aA ° 0 U rx C/1� 0. o U N U Z CJ�C'7�� ~ Q A4 1 pQ U t two W � � VLO Lj ado P4 U +<=12/31/2013 DATE — DRAWN BY - M H JOB 10010 SHEET G U REFLECTED CEILING PLAN BUILDING TYPE Bs -Bs Scale: 1/4" = 1'-0" €-811(NN �t (},(NTS 3lk 1 � II i � 0 QI 2 I' I - 1, . 2 r3 LA VN D KY l Ell, O . i —0ATH IF eA OWFI2 ��pf�aM 2 c �ooM f� l TGE t h 3 t BUILDING TYPE Bs -Bs FLOOR PLAN KEYNOTES BUILDING TYPE Bs -Bs REFLECTED CEILING PLAN KEYNOTES F31 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims On -demand water heater above clothes washer location -- supply gas and electric connections -- mount water heater so as not to interfere with opening of clothes washer lid 1/2" 'gypsum board over 3" board insulation on 1/2" shims -- typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for new blocking and bracing 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms Clothes dryer exhaust vent and screened metal exterior shroud 12 t BUILDING TYPE Bs -Bs FLOOR PLAN KEYNOTES 1 Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections -- mount water heater so as not to interfere with opening of clothes washer lid 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 12 Existing concrete porch -- see Site Plans for complete flatwork design 15 1 Bowed shower curtain rod typical 16 Closet shelf and pole to be mounted at 66" AFF 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathroom(s) All bathrooms to be equipped with vent fan. See Specification Section 1150000 I a� ?-MCNGN I S� . ,►�.. Ir 5D /rm i i6 �� LI�tNC7M r4 . Building Type Bs -Bs is found at 876/874 Authority Drive 823/825 Marie Court 826/824 Marie Court 829/831 Marie Court 832/830 Marie Court 1512/1510 Sussex Avenue 1543/1545 Sussex Avenue BUILDING TYPE Bs -Bs GENERAL NOTES Mark Keynote A In unit designations, a = accessible and s = standard B Dimensions, notes and marks shown at one side of building apply to both units unless otherwise noted (UON) C Street addresses read left to right from street. D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F See Detail 21, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 1150000 I Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 12 20 00 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors L JEach unit is identical, but opposite hand, in dimensions and noting r/� �'.,� 3 , ham• [W BUILDING TYPE Bs -Bs ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 lNew sheet metal wra ed rake board to match roofing 6 Ridge cap -- see manufacturer's details 7 New "Cool Roof'standing seam metal roofing O "Ci z r/� �'.,� 3 , ham• [W i II T,TT --- ------ o rn co o `r co w U (0 M r � UCO0 N `-a'CqCO cQ�r�,� O "Ci z (D rn O 0 :} Q �� ico E v Q vv�u_� c_ •.<. n .... ..... ........ .............. i r/� �'.,� 3 , ham• [W C�j T,TT O [. . �o w U b�A N I O "Ci z O 0 .,.., o►�'U N � C�j ft I O [. . w U b�A I O "Ci z O 0 .,.., v`^ 14 EFLECTED CEILING PLAN KEYNOTES Type X gypsum board over 3" board insulation board insulation on 1/2" shims -- typical all i (see note 1 above) -- see Structural sheets for rood trim at beam/ceiling, rafter/ceiling and .ept at closets and Storage rooms ,.,0 11 F_ 1z l Fy BUILDING TYPE Bs -Cs GENERAL NOTES Mark Keynote A 11n unit designations, a = accessible and s = standard B Dimensions, notes and marks shown at one side of building apply to both units unless otherwise noted (UON) C Street addresses read left to right from street. D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F See Detail 21, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 15 00 00 I Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 122000 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors L For Bs unit a dimensions and noting, see Sheet A202 BUILDING TYPE Bs-Cs,FLOOR PLAN KEYNOTES I Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections -- mount water heater so as not to interfere with opening of clothes washer lid 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 12 Existing concrete porch -- see Site Plans for complete flatwork design 15 Bowed shower curtain rod typical 16 ICloset shelf and pole to be mounted at 66" AFF 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathroom(s) • d. MAN N 'N C14558 EN. 02/2015 � FC Y ...ia:.uZ.Yx .. .... n....�n. A iF -w.... 1 1 1 n 7 New Roof' standin seam metal rooting 1 a 0 rn CO m N�pM�-CO CO U�QOCD 1 U < CD oU 'N C14558 EN. 02/2015 � FC Y ...ia:.uZ.Yx .. .... n....�n. A iF -w.... 1 1 1 n 7 New Roof' standin seam metal rooting 1 a 0 rn CO m N�pM�-CO CO U�QOCD 1 U < CD `"oma oU U 0 U W Q� d � <0 s _4T LL 'N C14558 EN. 02/2015 � FC Y ...ia:.uZ.Yx .. .... n....�n. A iF -w.... 1 1 1 n 7 New Roof' standin seam metal rooting 1 a [1 T o tv W AN 4-1 n to a .� 00 UNU BUILDING TYPE Bs -Cs ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofin 6 Ridge cap -- see manufacturer's details 11Cool 7 New Roof' standin seam metal rooting AN r 1IJ NTRY �}- - -\F- 17 r` i 6` I>f0 O I I f3GD�M •2 % ooM 2 2 0s ET��t�N O S lT�N�N _� s j —. �F---- (!. � � 12 �� 2'-� • n. � � ��- � I 5 D p� � c� it ,.-- . 12 17 77 — �. O I� . • > >VINO €I i L.IVINC FOO t BUILDING TYPE Calt-Bs FLOOR PLAN KEYNOTES BUILDING TYPE Bs -Cs REFLECTED CEILING PLAN KEYNOTES 1 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 3 1/2" gypsum board over 3" board insulation on 1/2" shims — typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for Pew blocking and bracing 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms Clothes dryer exhaust vent and screened metal exterior shroud 12 BUILDING TYPE Calt-Bs FLOOR PLAN KEYNOTES 1 I Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections -- mount water heater so as not to interfere with opening of clothes washer lid 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 12 Existing concrete porch — see Site Plans for complete flatwork design 15 Bowed shower curtain rod typical 16 Closet shelf and pole to be mounted at 66" AFF 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) — typical all units at Kitchen and Bathroom -f... __ Building Type Calt-Bs is found t 1523/1525 Sussex Avenue BUILDING TYPE Calt-Bs GENERAL NOTES Mark Keynote A NOT USED B NOT USED C Street addresses read left to right from street. D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F See Detai12 1, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 15 00 00 I Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 122000 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors L For Bs unit type dimensions and noting, see Sheet A202 9 R D C� N 4555 EN. 02/2015 A OFC BUILDING TYPE Calt-Bs ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofing 6 IRidge cap -- see manufacturer's details 7 INew "Cool Roof' standing seam metal roofin r2 �<�mo 9 R D C� N 4555 EN. 02/2015 A OFC to C1 CO 00 aY P-4 U CO w ~ � U 11� CO 0) 44" U tip r2 �<�mo oU�Nco c w� U L O CD o. o co s U€ -€.L2 9 R D C� N 4555 EN. 02/2015 A OFC to C1 P-4 U ;..4 a� w ~ � 44" U tip w� w U Ld �:iy� , ..tom .S' ! . a sz r yrn•^: ay. x,. DATE 12/31/2013 DRAWN BY • PB JOB 10010 -.SHEET -.._._......_. A20 i Cr�rP) REFLECTED CEILING PLAN KEYNOTES 1 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 2 Drop header at Hallway / Living Room passageway to T-0" AFF 3 1/2" gypsum board over 3" board insulation on 1/2" shims -- typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for new blocking and bracing 4 Bottom of existing beam or rafter 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms 11 New concrete patio and flatwork -- see site plan for complete design 15 Bowed shower curtain rod typical FLOOR PLAN KEYNOTES 1 Clothes washer location — install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections -- mount water heater so as not to interfere with opening of clothes washer lid 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 8 1/2 length of closet shelf and pole to be mounted at 48" AFF, the remaining 1/2 to be mounted at 66" AFF 11 New concrete patio and flatwork -- see site plan for complete design 15 Bowed shower curtain rod typical 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathroom(s) GENERAL NOTES Mark Keynote A In unit designations, a = accessible and s = standard B Dimensions, notes and marks shown at one side of building apply to both units unless otherwise noted (UON) B.1 Unit Type Cs, shown here on right hand side, is fully dimensioned and keynoted on Sheet A203'Bs-Cs C Street addresses read left to ri ht from street. D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F I See Detail 21, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied and installed by the Contractor. Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 15 00 00 1 Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 1122000 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors bD -V ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofing 6 Ridge cap -- see manufacturer's details 7 New "Cool Roof' standing seam metal roofing _ Cr- CD rn -V DRAWN BY PB JOB 10010 SHEET _.......-_...__.. rA U a rn CO co a) (0 co co U U.) CO CO 4-4 ' c;) N (Q r UQcovo 0 CS3 o _ Cr- CD rn u o�-�. bD sUl�u-:E I i DRAWN BY PB JOB 10010 SHEET _.......-_...__.. rA U Cd Q 4-4 � � o bD o 0 w .. bD o o o o U W M V o o©� o U c -A U DRAWN BY PB JOB 10010 SHEET _.......-_...__.. rA U Cd Q � � bD o 0 w .. bD o o W rn P C too U L O L0 aco U DATE 12/31/2013 DRAWN BY PB JOB 10010 SHEET _.......-_...__.. 32 l• l FRONT ELEVATION Scale: 1/4" = V-0" FW APPI TION a 70 VIM • J M 8 Unit Type Bs 7 E 2 Unit Type Cs �w APE-DITlaN ,J BUILDING TYPE Bs -Cs EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) Stucco screed to terminate a minimum of 1" below top of slab insulation board. See Detail 25, Sheet A702, for z -bar attachment for There shall be a minimum of 4" to grade beneath stucco screed insulation board B The Unit Type Bs Exterior Elevation shown on this Sheet is also At standard units ("s" units), existing porch is approximately 1" to 1-3/8" below finish floor (face of existing threshold) applicable to the Building Type Bs -Bs, only opposite hand for the right - C The Unit Type Cs Exterior Elevation shown on this Sheet is also Existing front concrete porch to remain applicable to the Building Type Cs -Bs, only opposite hand for the left-hand BUILDING TYPE Bs -Cs EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Stucco screed to terminate a minimum of 1" below top of slab 2 There shall be a minimum of 4" to grade beneath stucco screed 3 3 -coat stucco assembly over 1" R-6.5 board insulation -- see Detail 25 on Sheet A702 6 At standard units ("s" units), existing porch is approximately 1" to 1-3/8" below finish floor (face of existing threshold) 7 Infill CMU block at removed window or other component 8 Existing front concrete porch to remain 9 Ridge cap. See manufacturer's details 10 New standing seam metal roofing 11 Six -panel, fiberglass face door at Entry with screen door over 12 Six -panel, fiberglass face door at Storage room -- door to swing out 13 1/2 -lite (single hung) panel door to Laundry Room (tempered glazing at 14 Proposed locations for condensers for mini -split ductless HVAC 15 Control joint ,- ) Q� O i V l rr^^ Vt U® o CC) ID 00 L_ 00 N (3) ~� (D 7 Z; cM0 � (u m(Do `vim C: (D U5g0- CQ aM(.. o � U xxww.�.-w.....xw.....xx.xxx.xxx......... «� F I N i EN. OF ARC 14558 02/201b� a x ,- ) Q� O 00 o >C. H A4 v� O ,yr ®^ o�UNU V l rr^^ Vt U® G4 � W � H � C7 W �o Q� �w H ,yr U) V Lj O 0 DATE 12/31/2013 DRAWN BY PB JOB 10010 W -SHEET —� Azo""'06 I AitZ1Al 4hl)I_r 1 15 ?o I 1 > IL/i,,AU H P L ToP of - _ _--------------- __----------- ____---- .--- --- _.___ . _.._._- . -- ---—---------------_- --_ __--- -___ _ . - FRONT ELEVATION FRONT ELEVATION .-- .—Scale: %4" = 1'-0" Scale: '/a" 1'=0" N5,,- IBJ NSW RPPI71ON LEFT SIDE ELEVATION 2 Scale: 1'-0" REAR ELEVATION Scale: '/4" = 1'4" UNIT TYPE Calt 2 LEFT SIDE ELEVATION Scale:.._'" = 1'-0" N W A Da I T I o N 7 r� 10 I ©P of � . � . I • . - • .. . •. 2 3 74 4Q REAR ELEVATION 3 Scale: '/" = V-0" I EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over I" (R-6.5) insulation board. See Detail 25, Sheet A702, for z -bar attachment for insulation board Stucco screed to terminate a minimum of I" below top of slab 2 EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Stucco screed to terminate a minimum of I" below top of slab 2 There shall be a minimum of 4" to grade beneath stucco screed 3 3 -coat stucco assembly over I" R-6.5 board insulation -- see Detail 25 on Sheet A702 6 At standard units ("s" units), existing porch is approximately V to 1-3/8" below finish floor (face of existing threshold) 7 Infill CMU block at removed window or other component 8 Existing front concrete porch to remain 9 Ridge cap. See manufacturer's details 10 New standing seam metal roofinga I 1 Six -panel, fiberglass face door at Entry with screen door over 12 Six -panel, fiberglass face door at Storage room --door to swing out 13 1/2 -lite (single hung) panel door to Laundry Room (tempered glazing at 1/2 -lite) - 14 Proposed locations for condensers for mini -split ductless HVAC 15 Control joint H C F BA 4-.4 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIAN E DATA 11T i I S BY s �� �.03 Q 0 0 00 cu:31'0 N co �w U�00W-- < O �� C CO o U a� W N co O O � .9 04 U p 0 " 0 O E O QUI—ILS ? "�" � � �•dh 'PF £� f. 2 4 RC2 t �' k H C F BA 4-.4 No. C14556 O O >, EN. 0212015 4' QFC w 12-111, s �� �.03 Q 0 �w O � W 1.4 W 04 a H H 4-.4 aA O O U • . 4' w Cn co O MIN iz o�lUc-1U s �� �.03 Q 0 �w W 1.4 W a H H W w w MIN iz :_�•� mow' � Q � Lj aGo U) P4 U DATE 12%31/2013 DRAWN BY PB JOB 10010 SHEETz _,,....._._.._-.,._......_ wl IN I KITCHEN AT UNIT TYPE Bs 1 May be opposite hand • • - II RANGE WALL r� KITCHEN AT UNIT TYPE Cs and Calt 2 Cs Kitchen may be opposite hand at various addresses Scale: %2" = V-0" Calt Kitchen will be opposite hand DOOR WALL r 13s, Cs, and Calt INTERIOR ELEVATION GENERAL NOTES I A Addressing reads from the street left to right B]tr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule 0 C 1 # = Keynote M Contractor is responsible for verifying al cabinet sizes prior to ordering and installing U 00 00 In Unit titling "a" indicates an accessible unit and "s" indicates a standard unit; "alt" indicates an alternative placement of the addition identical to that shown in unit type Cs . L) 0 These interior elevations will be opposite hand at various locations of plan types Bs and Cs; Calt (only one unit) will be opposite hand U Q � � O All Mechanical, Plumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 0Uv00 Front face of enamel over cast iron tub 47 CD 49 24" towel bar. See Specification Section 10 28 00 c— � -panel wood door. See Residential Door Schedule on Sheet A501 INTERIOR ELEVATION KEYNOTES �.UL t.dj Keynote 1 CQ ~ N 0 Existing rafter (3-1/2" exposure) 3 CL 74- 1/2" gypsum board --.moisture resistant al all plumbing walls and all walls in bathroom 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge KITCHEN AT UNIT TYPE Bs 1 May be opposite hand • • - II RANGE WALL r� KITCHEN AT UNIT TYPE Cs and Calt 2 Cs Kitchen may be opposite hand at various addresses Scale: %2" = V-0" Calt Kitchen will be opposite hand DOOR WALL r 13s, Cs, and Calt INTERIOR ELEVATION GENERAL NOTES Mark Keynote A Addressing reads from the street left to right B]tr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C 1 # = Keynote D Contractor is responsible for verifying al cabinet sizes prior to ordering and installing E In Unit titling "a" indicates an accessible unit and "s" indicates a standard unit; "alt" indicates an alternative placement of the addition identical to that shown in unit type Cs . F These interior elevations will be opposite hand at various locations of plan types Bs and Cs; Calt (only one unit) will be opposite hand G All Mechanical, Plumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 45 Front face of enamel over cast iron tub 47 6" rubber base 49 24" towel bar. See Specification Section 10 28 00 50 16 -panel wood door. See Residential Door Schedule on Sheet A501 INTERIOR ELEVATION KEYNOTES Mark Keynote 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 Existing rafter (3-1/2" exposure) 3 Refrigerator/freezer, supplied by H.A., installed by Contractor 4 1/2" gypsum board --.moisture resistant al all plumbing walls and all walls in bathroom 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 IStainless steel double deep sink. See Specification Section 15 00 00 7 Stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 12 Hood with vent, fan and light. Vent through roof. 14 Slide -in gas range 16 Gas fired on -demand water heater — vent through roof — mount water heater so as not to interfere with opening of clothes washer lid 17 jProvide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract 19 Recessed, over -the -stud clothes washer supply/drain. See Specification Section 15 00 00 20 Location for clothes dryer — dryer is not included in contract 21 Sheet metal collar at dryer vent opening-- provide screened sheet metal shroud at exterior 22 Tempered glazing at'single hung window in fiberglass faced, paneled door. See Residential Door Schedule on Sheet A501 29 Stain grade wood lite cap with egg crate lens and fluorescent tube. See Detail 23, Sheet A702 30 At all units, provide backing for grab bars per grab bar manufacturer's recommendations 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 39 Bowed curtain rod. See Specification Section 10 28 00 40 1/8" high pressure laminate tub/shower surround to 5'-0" above top of tub with extruded aluminum edges and corners -- no seams mid -field at each of 10) wal is 45 Front face of enamel over cast iron tub 47 6" rubber base 49 24" towel bar. See Specification Section 10 28 00 50 16 -panel wood door. See Residential Door Schedule on Sheet A501 . H f 4-4O � U —d Qi 'a 4-i 03 �. O Z ` 00 O., o > . H f 4-4O � U Q O 0 w U N U 03 �. Z ` o . H f � U Q � w 0 aGo U U 3a,N... DATE 12/31/2013 KITCHEN K 5 1 J \ t%! TUB/SHOWER WALL TOILET WALL 2 2 C 6i� I _ _ MAX11_� ! RANGE WALL tl I Scale: '/" = V-0" �f �I I - -1 • �n 3 S i � y �'n - LAVATORY WALL q DOOR WALL 3S L I N 5 N GADI N5T WASHER/DRYER WALL LAUNDRY INTERIOR ELEVATION GENERAL NOTES Mark Keynote A Addressing reads from the street left to right B ltr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C # = Keynote }1 f 2 E In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit F All Mechanical, PIumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 32 At accessible units ("a" units), install ADA approved toilet (hi -rise type). At standard ("s" units), install standard height toilet 33 lAt accessible units ("a" units), lavatory to be "roll up" type. See Cabinet Schedule in Specification Section 12 30 00 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 36 At accessible unit ("a" unit), line of ADA approved lavatory centered in "roll up" cabinet; at standard unit ("s" unit), lavatory to be centered over double doors. Accessible and standard units will be supplied with the same lavatory. See Section 15 00 00 INTERIOR ELEVATION KEYNOTES Mark Keynote 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 1 3 Refrigerator/freezer, supplied by H.A., installed by Contractor 4 1/2" gypsum board -- moisture resistant al all plumbing walls and all walls in bathroom _ Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 Stainless steel double deep sink. See Specification Section 15 00 00 v,<; we> Ili Stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 9 Accessible depth stainless steel double sink. See Specification Section 05 5500 I 1 A.D.A. approved slide -in gas range 12 Hood with vent, fan and light. Vent through roof. At Da Unit type, controls to be remote Iocated for accessibility 13 Plywood -constructed shroud at under -sink piping -- provide access panel at sloped portion of shroud with minimum dimensions of 30" x height 16 Gas fired on -demand water heater -- vent through roof -- mount water heater so as not to interfere with opening of clothes washer lid IT Provide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract r KITCHEN K 5 1 J \ t%! TUB/SHOWER WALL TOILET WALL 2 2 C 6i� I _ _ MAX11_� ! RANGE WALL tl I Scale: '/" = V-0" �f �I I - -1 • �n 3 S i � y �'n - LAVATORY WALL q DOOR WALL 3S L I N 5 N GADI N5T WASHER/DRYER WALL LAUNDRY INTERIOR ELEVATION GENERAL NOTES Mark Keynote A Addressing reads from the street left to right B ltr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C # = Keynote D Contractor is responsible for verifying al cabinet sizes prior to ordering and installing E In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit F All Mechanical, PIumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 32 At accessible units ("a" units), install ADA approved toilet (hi -rise type). At standard ("s" units), install standard height toilet 33 lAt accessible units ("a" units), lavatory to be "roll up" type. See Cabinet Schedule in Specification Section 12 30 00 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 36 At accessible unit ("a" unit), line of ADA approved lavatory centered in "roll up" cabinet; at standard unit ("s" unit), lavatory to be centered over double doors. Accessible and standard units will be supplied with the same lavatory. See Section 15 00 00 INTERIOR ELEVATION KEYNOTES Mark Keynote 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 Existing rafter (3-1/2" exposure) 3 Refrigerator/freezer, supplied by H.A., installed by Contractor 4 1/2" gypsum board -- moisture resistant al all plumbing walls and all walls in bathroom 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 Stainless steel double deep sink. See Specification Section 15 00 00 7 Stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 9 Accessible depth stainless steel double sink. See Specification Section 05 5500 I 1 A.D.A. approved slide -in gas range 12 Hood with vent, fan and light. Vent through roof. At Da Unit type, controls to be remote Iocated for accessibility 13 Plywood -constructed shroud at under -sink piping -- provide access panel at sloped portion of shroud with minimum dimensions of 30" x height 16 Gas fired on -demand water heater -- vent through roof -- mount water heater so as not to interfere with opening of clothes washer lid IT Provide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract 19 Recessed, over -the -stud clothes washer supply/drain. See Specification Section 15 00 00 20 Location for clothes dryer -- dryer is not included in contract 21 Sheet metal collar at dryer vent opening -- provide screened sheet metal shroud at exterior 22 Tempered glazing at single hung window in fiberglass faced, paneled door. See Residential Door Schedule on Sheet A500 29 Stain grade wood lite cap with egg crate lens and fluorescent tube. See Detail 23, Sheet A702 30 JAI: all units, provide backing for grab bars per grab bar manufacturer's recommendations 31 At accessible units ("a" units), install grab bars. See Sheet A504 for lengths, installation height and locations 32 At accessible units ("a" units), install ADA approved toilet (hi -rise type). At standard ("s" units), install standard height toilet 33 lAt accessible units ("a" units), lavatory to be "roll up" type. See Cabinet Schedule in Specification Section 12 30 00 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 36 At accessible unit ("a" unit), line of ADA approved lavatory centered in "roll up" cabinet; at standard unit ("s" unit), lavatory to be centered over double doors. Accessible and standard units will be supplied with the same lavatory. See Section 15 00 00 38 Tub/shower surround to extend 4" past front edge of tub 39 Bowed curtain rod. See Specification Section 10 28 00 40 1/8" high pressure laminate tub/shower surround to T-0" above top of tub with extruded aluminum edges and corners -- no seams mid -field at each of walls 41 At accessible unit ("a" unit), install ADA approved shower head, adjustable shower head, controls and tub filler with ADA drain closure mechanism. See Section 15 00 00 42 UFAS approved location for tub/shower controls 43 Tub filler with drain closure mechanism 44 Fur out end wall of tub / shower alcove to fit tub plus built-in transfer seat 45 Front face of enamel over cast iron tub 46 Transfer seat at accessible units ("a" units) only. See Detail 19, Sheet A702. Top of seat to drain into tub away from walls and open edge 47 6" rubber base 49 24" towel bar. See Specification Section 10 28 00 50 6 -panel wood door. See Residential Door Schedule Sheet A500 O O PERMfr # BUTTE COUNTY DEVELOPMENT SERVICES REVI .WED FOR C DE OM LI E DA 1 _ _ ._ — gyp Ftp I >��.fi,r � sc� �. q .� �•a x �:. ` 1� O H M � Q w w H C� • W c.� W' V E 0 Ui U) I� HQ�a CARIT � DATE 12/31/2013 DRAWN BY PB JOB 10010 SHEET A � � N 0 ,y v �� O O C> o�UrtU >��.fi,r � sc� �. q .� �•a x �:. ` 1� O H M � Q w w H C� • W c.� W' V E 0 Ui U) I� HQ�a CARIT � DATE 12/31/2013 DRAWN BY PB JOB 10010 SHEET T 1".1 ! I! I III !III II�III I `�' I If�l� � l I I'I I I , ..11 � �.�..�, . � � 1�I1 I ���t►�#M 2 1��1 °I I I hI I I � I I� 3 Scale: 1/4" = 1'-0" . I' 1,4'1 FLOOR PLAN — BUILDING TYPE Fs Scale: 1/4" = 1'-0" V FLOOR PLAN KEYNOTES REFLECTED CEILING PLAN KEYNOTES 1 1/2" edx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 3 1/2" gypsum board over 3" board insulation on 1/2" shims -- typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for new blocking and bracing 4 Bottom of existing beam or rafter 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms E-6 INew vent fan Manufactured stainless steel drying rack. See Interior Elevation on Sheet A212 for mounting height 8 V FLOOR PLAN KEYNOTES 1 Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections 3 Clothes dryer location -- supply gas and electric connections 4 j Clothes dryer exhaust vent and screened metal exterior shroud 6 Folding table. — see Detail 33 on Sheet A703 7 Manufactured stainless steel drying rack. See Interior Elevation on Sheet A212 for mounting height 8 Recessed medicine cabinet behind hinged mirror. See Interior Elevations on Sheet A304 11 New concrete patio and flatwork -- see site plan for complete design 12 Existing concrete porch -- see site plan for complete design 15 Bowed shower curtain rod typical 16 Shelf and pole mounted at 66" AFF 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathroom(s) 0 Building Type As -Aa is found at: Existing Addresses:- A New Address: 867/869 Authority Drive Dimensions, notes and marks shown at one side of building apply to both 867 Authority Drive 1481/1485 Booth Drive C 1481 Booth Drive 1482/1478 McConnell converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) 1478 McConnell Avenue 1462/1458 Ogden Avenue O 00 � CO U LM 1458 Ogden Avenue 1490/1486 Ogden Avenue Sheet metal wrap at fascia and rake boards, rafter end caps and all roof 1486 Ogden Avenue 1470/1468 Staff Drive E 1468 Staff Drive GENERAL NOTES Mark Keynote A I In unit designations, a = accessible and s = standard B Dimensions, notes and marks shown at one side of building apply to both units unless otherwise noted (UON) C Street addresses read left to right from street. Building types being i converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) � � will take the lower of the two addresses at the original building (i.e. O 00 � CO U LM 863/861 Ernest Drive will become 861 Ernest Drive) D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof bA vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F See Detail 21, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied by the H.A. and installed by the Contractor. . Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 15 C-,1 0000 I Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 12 20 00 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofing 6 Ridge cap -- see manufacturer's details =New "Cool Roof'standing seam metal roofing l DPW 4) (moi cv O 0 rn i O � � � 00 O 00 � CO U LM rn , Q bA C 0 0) 20 V, 0 a� w �m c 0) O j v= o a E n-.-- Q '" LD o cu 0) 6 C-,1 U l DPW 4) (moi cv O O' � � 00 DPW 4) (moi cv O � � 0 W bA 4-� U V, O zi O Q 41 6 C-,1 U DPW O � � 0 W bA 4-� U O zi Zt° y �., ;�H, �D LjC)a i TE 12/31/2013 AWN BY pB- r i 10010 SETAZIO _.__..___....._..._....._,.-. ToP OF TOP O1- S LAD 4 FRONT ELEVATION Scale: W = V-0" 3 REAR ELEVATION Scale: Y4" = V-0" 2 LEFT SIDE ELEVATION 9 70 SIM. LE Scale: W = V-0" 7 TYP 1 3 12 RIGHT SIDE ELEVATION 4 Scale: '/a = V-0" I EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) Stucco screed to terminate a minimum of 1" below top of stab insulation board. See Detail 25, Sheet A705, for z -bar attachment for There shall be a minimum of 4" to grade beneath stucco screed insulation board Stucco at all exterior walls 7 Infill CMU block at removed window or other component 8 o 9 Ridge cap. See manufacturer's details o Standing seam metal roofing with "Cool Roof"coating 12 00 0) i 13 Security screen door over 6- anel Laundry room door 14 Proposed location for mini -split HVAC system condensers 15 Security screen door over 6 -panel Front Entry door 16 Control joint 00 W ° $'�,, ►y w� ° °U NCO w U p ° ® O 0 U c� U U F- IL I� TOP O1- S LAD 4 FRONT ELEVATION Scale: W = V-0" 3 REAR ELEVATION Scale: Y4" = V-0" 2 LEFT SIDE ELEVATION 9 70 SIM. LE Scale: W = V-0" 7 TYP 1 3 12 RIGHT SIDE ELEVATION 4 Scale: '/a = V-0" I EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) Stucco screed to terminate a minimum of 1" below top of stab insulation board. See Detail 25, Sheet A705, for z -bar attachment for There shall be a minimum of 4" to grade beneath stucco screed insulation board PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO( E'LIA CE DA l l -- - BY -- EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Stucco screed to terminate a minimum of 1" below top of stab 2 There shall be a minimum of 4" to grade beneath stucco screed 3 Stucco at all exterior walls 7 Infill CMU block at removed window or other component 8 At standard units ("s" units), existing porch is approximately 1" to 1-3/8" 9 Ridge cap. See manufacturer's details 10 Standing seam metal roofing with "Cool Roof"coating 12 Storage Room door 13 Security screen door over 6- anel Laundry room door 14 Proposed location for mini -split HVAC system condensers 15 Security screen door over 6 -panel Front Entry door 16 Control joint 00 W ° $'�,, ►y PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO( E'LIA CE DA l l -- - BY -- V71 o. C14558 N. 02/2015Q FC w� 0 H W � W W ° � Q 00 W ° $'�,, ►y w� ° °U W w ° ® O o� U c� U V71 z O w� H W � W W � Q � W �w w� W I� W � � U . � Lj O (D., DATE 12/31/201-3 DRAWN BY PB JOB 10010 _.SHEET Il �- f^} r^ - — — — — — — — -- — �1 r,r`: .r Ij 1 — /I > ,n: KITCHEN May be opposite hand Scale: %2 = V-0" LINEN STORAGE WALL 2 BATH #1 Scale: '/2' = V-0" FOLDING TABLE WALL LAUNDRY 3 Scale: %' = 1'-0" .4 BATH #2 INTERIOR ELEVATION GENERAL NOTES Mark Keynote A Elevations shown may be opposite hand at individual address B ' ltr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C # = Keynote D Contractor is responsible for verifying al cabinet sizes prior to ordering and installing E In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit F All Mechanical, Plumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 30 At all units, provide backing for grab bars per grab bar manufacturer's recommendations 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 37 Lavatory countertop height to be 36" AFF 38 Tub/shower surround to extend 4" past front edge of tub INTERIOR ELEVATION KEYNOTES Mark Keynote 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 Existing rafter (3-1/2" exposure) 3 Refrigerator 4 1/2" gypsum board -- moisture resistant at all plumbing walls and all walls in bathrooms 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 Stainless steel double deep sink. See Specification Section 15 00 00 7 Stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 9 Accessible depth stainless steel double sink. See Specification Section 05 55 00 12 Hood with vent fan and light. Vent through roof. 13 Plywood -constructed shroud at under -sink piping -- provide access panel at sloped portion of shroud with minimum dimensions of 30" x height 14 Standard slide -in gas range 16 Gas fired on -demand water heater -- vent through roof -- mount water heater so as not to interfere with opening of clothes washer lid 17 Provide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract 19 Recessed, over -the -stud clothes washer supply/drain. See Specification Section 15 00 00 20 Location for clothes dryer -- dryer is not included in contract 21 Sheet metal collar at dryer vent opening -- provide screened sheet metal shroud at exterior 22 Tempered glazing at single hung window in fiberglass faced, paneled door. See Residential Door Schedule on Sheet A500 23 Opening to Hallway 24 Folding table to be 36" high 29 Stain grade wood lite cap with egg crate lens and fluorescent tube. See Detail 23, Sheet A702 30 At all units, provide backing for grab bars per grab bar manufacturer's recommendations 34 "Wing -Swinger" hinged mirror over recessed medicine cabinet. See Detail 35 on Sheet A703 37 Lavatory countertop height to be 36" AFF 38 Tub/shower surround to extend 4" past front edge of tub 39 Bowed curtain rod. See Specification Section 10 28 00 40 1/8" high pressure laminate tub/shower surround to 5'-0" above top of tub with extruded aluminum edges and corners -- no seams mid -field at each of 3 walls 43 Tub filler with drain closure mechanism 44 Fur out end wall of tub / shower alcove to fit tub 45 Front face of enamel over cast iron tub 47 6" rubber base 49 24" towel bar. See Specification Section 10 28 00 50 6 -panel wood door. See Residential Door Schedule Sheet A501 U PEI PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DECOMPYO CE DA --- --- BY-- Scale: '/2" _ V-0" 0,, _ _._.�..._.�._....r_.__....._.-._._w...,.�..__�.... ...�....._.____--�...__�..........w.___._....,....._�,_.�...._.._...�.._..._._.��..._.�W.........,.._.......__w,_..._r ...-.._..W ...�......_...�.e... _ i .. vi O� .. H t� H w . II f� w f� O � W H x 00 O4-1 b�A O U PEI a (4 U DATE 12/31/2013 o oo JOB 10010 - o►�UNU �� i� vi O� .. H t� H w . II f� w f� O � W H x .. MQ F� II f� Ld a (4 U DATE 12/31/2013 DRAWN BY PB....._ JOB 10010 - SHEET �� i� I O h DEMOLITION PLAN WALL LEGEND Mark Keynote = Existing 8" CMU wall Remove and retain for re -use existing 100 amp main electric panels bath residential units -----� Keynotes and dimensions apply to both units unless otherwise noted Wall or component to be removed -- CMU walls are 8", 6" or 4" thick All dimensions are based on original 1962 and 1970 drawings. See "O" Remove existing hose bibs. Locations shown are taken from Original drawings — see "O" sheets -- verify number of hose bibs per building Sheets for reference DEMOLITION PLAN GENERAL NOTES Mark Keynote A All Original Building Types are duplexes with two identical 2 bedroom, 1 Remove and retain for re -use existing 100 amp main electric panels bath residential units B Keynotes and dimensions apply to both units unless otherwise noted C All dimensions are based on original 1962 and 1970 drawings. See "O" Remove existing hose bibs. Locations shown are taken from Original drawings — see "O" sheets -- verify number of hose bibs per building Sheets for reference D All flooring, flooring mastic, baseboard (rubber/vinyl) and baseboard Remove portion of CMU wall to allow for new 3068 door -- See floor plan on Sheet A102 mastic to be removed. Flooring, flooring mastic and baseboard mastic Remove existing concrete stoop contain asbestos. See report prepared by Asbestos Science Technologies, Remove existing door and adjacent CMU to allow for new larger door -- See floor plan on Sheet A102 J Inc., that is bound into the Project Manual for conditions at various NOT USED addresses and for removal protocol E All painted surfaces and components, interior and exterior, are assumed to Remove existing swamp cooler be lead based paint. See report prepared by Asbestos Science Remove existing window -- sill blocks to remain Technologies, Inc., that is bound into the Project Manual for conditions at NOT USED various addresses and for removal protocol F All Mechanical, Plumbing and Electric work to be delivered through a At Aa and As unit types only: Remove portion of existing concrete porch and soils to allow for new CMU partition footing. See Floor Plan on Sheet 102 and Detail 34, Sheet A602 design/build method. See M, P and E sheets for suggested new locations Water service vault -- re -set vault as needed so it is flush with concrete for new HVAC, plumbing and electric fixtures. G All existing mechanical, plumbing and electric/telephone/data, etc. fixtures NOT USED and fittings to be removed or capped off and abandoned H Remove portions of existing slab to allow connection to new water service Bearing wall and to existing sewer lines I During demolition, provide temporary support for ceilings, beams and roof Remove existing sk :lite where bearing walls have been removed J Existing CMU walls are 8", 6" and 4" thick. Where CMU walls have been Remove gas water heater -- cap and abandon gas line removed, or at any rough areas of slab, grind smooth to facilitate Gut Kitchen: remove upper and lower cabinets, countertop and backsplash, sink and all fittings and plumbing installation of new flooring K Remove all existing metal roof, edge metal, vent stacks, etc. Cut roofing Remove existing wall furnace -- cap and abandon gas line and roof structure for.new vent stacks, skylites as occur, etc. Felt type Remove range, hood and stainless steel backs lash insulation between the existing roofing paper and roof decking contains For Unit Ty2e Es only: remove existing window -- sill blocks to remain asbestos. See report prepared by Asbestos Science Technologies, Inc., that For Unit Type Es only:. remove existing window and sill blocks -- adjacent CMU to remain is bound into the Project Manual for conditions at various addresses and For Unit Type Es only: remove existing door and frame for removal protocol L Remove existing trim, plywood and 5-1/2" Styrofoam board at ceilings — See Detail 9, Sheet A704 M The Housing Authority retains the right of first refusal on all appliances, doors, screen doors and door hardware. N Remove existing house numbers DEMOLITION PLAN KEYNOTES Mark Keynote 1 Remove and retain for re -use existing 100 amp main electric panels 2 Remove and retain for re -use electric meters 3 See Site Plans on Sheets A021 and A071 for complete new flatwork and accessible detail -- excavate for new flatwork as needed 4 Remove existing hose bibs. Locations shown are taken from Original drawings — see "O" sheets -- verify number of hose bibs per building 5. Remove existing window and sill blocks 6 Remove portion of CMU wall to allow for new 3068 door -- See floor plan on Sheet A102 7 Remove existing concrete stoop 8 Remove existing door and adjacent CMU to allow for new larger door -- See floor plan on Sheet A102 J 9 NOT USED 10 Remove window and adjacent CMU to allow for new larger window -- sill blocks to remain in place 11 Remove existing swamp cooler 12 Remove existing window -- sill blocks to remain 13 NOT USED .1.4 _ Remove existing. concrete porch 15 At Aa and As unit types only: Remove portion of existing concrete porch and soils to allow for new CMU partition footing. See Floor Plan on Sheet 102 and Detail 34, Sheet A602 16 Water service vault -- re -set vault as needed so it is flush with concrete 17 Existing concrete porch to remain 18 . NOT USED 19 Remove door, screen door, threshold and adjacent CMU. See Detail 28, Sheet A706 20 Bearing wall 21 Remove existing plywood -built closet 22 Remove existing sk :lite 23 Gut Bathroom: remove lavatory, toilet and tub/shower including all fittings and existing plumbing; remove wainscot at tub/shower walls (3) 24 Remove gas water heater -- cap and abandon gas line 25 Gut Kitchen: remove upper and lower cabinets, countertop and backsplash, sink and all fittings and plumbing 26 Remove existing thermostat 27 Remove existing wall furnace -- cap and abandon gas line 28 Remove range, hood and stainless steel backs lash 29 For Unit Ty2e Es only: remove existing window -- sill blocks to remain 30 For Unit Type Es only:. remove existing window and sill blocks -- adjacent CMU to remain 31 For Unit Type Es only: remove existing door and frame 32 For Unit Type Es only: remove T-10" of 8" CMU devising wall -- see new floor plan PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR QQDF COMPLIA E DArE BY I 0 c*� rn CO b co Lo CO "ar 0Lco U < LO o V oUrnw� V to = ^ CN c c ID v` ocflrn 04 E cz..— o rA tC�F-LL. 741, 261-- ; A. MMD�D . ......... 0 c*� V �4 V to 04 O rA > cA MMD�D OCd ' ;Z' O x o rn O OUN� c*� V �4 V to rA cA MMD�D OCd W W O x rn W - � ` W E- H Ld O aGo to U iSC.�, NnYiGi DATE 12/31/2013 DRAWN BY PB JOB 10010 —SHEET ..__.—_._..__...._..._ ASU.1 i II n I IF t lat+ ( 3 t� I IT z ; a • til - `WI j , �:�l�k-�: - ,.... _. ... ._... ..._ ._.. ...__�._�—_...-.. I I '/ PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES .R VIEWED FOR CO E COMP .IAN E El { GENERAL NOTES Mark Keynote A In unit designations, a = accessible and s = standard B Dimensions notes and marks h w at one i e f buildin a 1 s o n s d o to both g PP Y units unless otherwise noted (UON) C At building type As -As, unit As, shown here on Ieft side, will be opposite hand on right side C.1 Street addresses read left to right from street. Building types being converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) will take the lower of the two addresses at the original building (i.e. 863/861 Ernest Drive will become 861 Ernest Drive) D Sheet metal wrap at fascia and rake boards, rafter end caps and all roof vents to match "Cool Roof' standing seam metal roofing in color E See Detail 8, Sheet A701, for rafter end caps -- caps to be installed at all rafter ends F See Detail 21, Sheet A702, for repair to any damaged rafter ends G Refrigerators to be supplied by the H.A. and installed by the Contractor. Clothes washers and dryers are not included in this contract H All bathrooms to be equipped with vent fan. See Specification Section 15 00 00 1 Install serially wired, battery backup smoke detectors and carbon monoxide detectors in all units J Install metal blade mini -blinds at all windows. See Specification Section 12 20 00 K See Sheet A504 for accessible plumbing fixtures and required clearances at plumbing fixtures, kitchen fixtures, laundry fixtures and doors NOT USED 14 ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofing 4 Infill roof structure where skylite was removed 5 New 10" diameter tubular skylite 6 Ridge ca -- see manufacturer's details 7 New "Cool Roof' standing seam metal rooting FLOOR PLAN KEYNOTES 1 Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 5 NOT USED 6 Foldingtable. -- see Detail 33 on Sheet A703 7 Manufactured stainless steel drying rack. See Interior Elevation on Sheet A304 for mounting heights 8 Recessed medicine cabinet behind hinged mirror. See Interior Elevations on Sheet A304 9 NOT USED 10 NOT USED 11 New concrete patio and flatwork -- see site plan for complete design 12 Existing concrete porch -- see site plan for complete design 13 NOT USED 14 NOT USED 15 Bowed shower curtain rod typical 16 At standard closet, shelf and pole mounted at 66" AFF 17 Plastic laminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathrooms) i REFLECTED CEILING PLAN KEYNOTES 1 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 2 Drop header at Hallway / Living Room passageway to T-0" AFF 3 1/2" gypsum board over 3" board insulation on 1/2" shims -- typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for new blocking and bracing 4 Bottom of existing beam or rafter 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms 6 113ottom of light cap. See Detail 23, Sheet A705 7 Existing CMU wall WALL SCHEDULE El2 X 4 @ 16" o.c., 1/2" gypsum board each face moisture resistant at plumbing walls and all bathroom walls F2 = At toilet walls only: 2 X 6 @ 16" o.c., 1/2" moisture resistant gypsum board at plumbing wall side, standard gypsum board on opposite face F31/2" - At Storage Room/interior space walls: 2 x 4 @ 16" o.c. (2 x 6 @ 16" o.c. at toilet wall in Plan Type Fs), gypsum board at interior (conditioned) face; 1/2" CDX plywood over 5/8" Type X gypsum board at Storage Room (un -conditioned ) face. Stud bays to be insulated to R-13. - Furred 2 X 4 @ 16" o.c. (2 X 6 @ 16" o.c. at toilet walls), 1/2" gypsum board at face; stud bays to be insulated to R-13 -- gypsum board to be moisture resistant at all plumbing walls NEW FLOOR PLAN WALL LEGEND r..._ = _ Existing 8"CMU wall or framed wall Infill matching 8" CMU 0 i ® p = New framed wall — see Wall Schedule (0c�� co - New furred wall at interior face of exterior walls and at each face of demising wall L 0) N �p UQccd a �w I BA o. C14558 EN. 02/2015 YA�0 CAL`�p�' s# .I Q.a 100 tU N o . 1rn ° °off _ o► U 1 cd 1 r f I t i W � 1 �®V H � � H l w 1 (D Lft P4 " j 1 - i 1 O 00 U RE DATE 12/31/2013, DRAWN BY -PB JOB 10010 . "SHEET .___........_._._._....-...._.__. I`A 0 2 r..._ i 0 (DO 1 00 (0c�� co a LO co L 0) N �p UQccd a �w OU N� 2 N - t - U p ECL v E a • .:-- r0CD a u_ : i I BA o. C14558 EN. 02/2015 YA�0 CAL`�p�' s# .I Q.a 100 tU N o . 1rn ° °off _ o► U 1 cd 1 r f I t i W � 1 �®V H � � H l w 1 (D Lft P4 " j 1 - i 1 O 00 U RE DATE 12/31/2013, DRAWN BY -PB JOB 10010 . "SHEET .___........_._._._....-...._.__. I`A 0 2 r..._ A10+c-4ALL. GF1U Lq�l tof or4IK l ` At Lr IIS d 1. PERMIT# ' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR QQQE COMPLIANCE EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over V (R-6.5) insulation board. See Detail 25, Sheet A705, for z -bar attachment for insulation board B Exterior of building e As -Aa is identical to building type As As EXTERIOR ELEVATION KEYNOTES Mark Keynote 1 Stucco screed to terminate a minimum of 1" below top of slab 2 There shall be a minimum of 4" to grade beneath stucco screed 3 See Detail 3, Sheet A704, for sheet metal wrap at fascia board (rake to be similarly wrapped 4 Stucco finish to be light knock down 5 Place,sill blocks (re -used or matching new) at sill of new window opening 6 New window 7 Existing 6x ridge beam at existing rafters -- see detail on Sheet 0102 8 Existing full height CMU devising wall at front porch -- no stucco at this 9 Exterior wall / eave connection -- see Detail 2, Sheet A400 10 Rafter end ca -- typical all rafter ends -- see Detail 8, Sheet A704 11 At standard units ("s" units), existing porch is approximately 1" to 1-3/8" below finish floor (face of existing threshold) 12 Infill CMU block at removed window or other component 13 New 42" high capped CMU partition -- five (5) courses high with 2" thick cap. See Detail 34, Sheet A706 14 Existing front concrete porch to remain 15 New concrete front porch at accessible unit. Slope a maximum of 2% (1/4" in 12") to drain water away from building 16 JRidge cap. See manufacturer's details 17 New standing seam metal roofing 18 10" diameter tubular skylite -- 1 at each unit 19 4'-8" of existing sill block at new longer window 20 1'-4" of new or re -used sill block at new longer window 21 • Six -panel, fiberglass face door at Storage room -- door to swing out 1/2 -lite (single hung) panel door to Laundry Room (tempered glazing at F2423 Control joint At Storage room and Laundry at accessible unit ("a" unit), finish floor and flatwork to be level. Maximum slope at flatwork to drain water is 2% (1/4" in 12") 25 At Storage room and Laundry at standard units ("s" units), flat work to be 1" below finish floor -- provide threshold; provide trimmer below threshold leading edge=as needed 17roposed locations for condensers for mini -split ductless HVAC v. 4558 EN. 0212015 OFC ON M. �;......MNRM O ev 7 0,00 O . CT w U O O p O = U cv U i f V1 o o rn co O co mocor�.. U tC) 2 CO — (0 UQcfl�j'o Q m ru C_cQ rn f ►� � U C o r- t` Co N O �rUF-U' .. W ......._ .... __ ........ .-_.............. l ........ _I_ ............ . v. 4558 EN. 0212015 OFC ON M. �;......MNRM O ev 7 0,00 O . CT w U O O p O = U cv U i f V1 o Q f ►� � w W E-+ ....,..... �.�� ,..:mss. ..... _ . .m, i. -0 Biwa aCal U DATE 12/31/2013 DRAWN BY - PB JOB 10010 SHEET A-1 htez� Ito t-tI4 �. N O.C 558 N EN. 02/2015P RrFOFC P��p4 O O 00 o a! O o V tV V CIS w w Sam E-+ w I Psi l� � �. Li a�too 024 raw awn DATE -12/31/2013 DRAWN BY pg JOB 10010 - 0 A 17 7 1- , I INTERIOR ELEVATION GENERAL NOTES Mark Keynote A I Elevations showrinlay be opposite hand at individual address B ltr = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C # = Keynote D Contractor is responsible for verifying at cabinet sizes prior to ordering and installing E In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit F All Mechanical, Plumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. = Q CD � o ��. INTERIOR ELEVATION KEYNOTES Mark Keynote. 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 Existing rafter (3-1/2" exposure) 3 Refri erator/freezer, 4 1/2" gypsum board -- moisture resistant at all plumbing walls 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 ILine of stainless steel double deep sink. See Specification Section 15 00 7 Line of stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 9 Line of accessible depth stainless steel double sink. See Specification Section 05 55 00 10 NOT USED 11 A.D.A. approved slide -in gas range 12 Hood with vent fan and light. Vent through roof. At Aa Unit type, controls to be remote located for accessibility 13 Plywood -constructed shroud at under -sink piping -- provide access panel at sloped portion of shroud with minimum dimensions of 30" x height 14 1 Standard slide -in gas range 15 Hood with vent fan and Ii ht. Vent through roof. 16 Gas fired on -demand water heater -- vent through roof 17 Provide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract 19 Recessed, over -the -stud clothes -washer supply/drain. See Specification Section 15 00 00 20 Location for clothes dryer -- dryer is not included in contract 21 Sheet metal collar at dryer vent opening -- provide screened sheet metal shroud at exterior 22 Tempered glazing at single hung window in fiberglass faced, paneled door. See Residential Door Schedule on Sheet A500 23 Opening to Hallway 24 At Aa unit, maximum height at folding table = 34'; at As unit, folding table to be 36" high 25 Wrap folding table legs in plastic laminate at four sides 26 Wrap folding table legs with rubber base over laminate facing 27 Brushed, galvanized metal "L" angle brace at folding table -- See Detail 33, Sheet A706 28 At Aa unit, minimum clearance to "L" brace to be 29" 29 Stain grade wood lite cap with egg crate lens and fluorescent tube. See Detail 23, Sheet A705 30 At all units, provide backing for grab bars per grab bar manufacturer's recommendations 31 At accessible units ("a" units), install grab bars. See Sheet A504 for lengths, installation height and locations 32 At accessible units ("a" units), install ADA approved toilet (hi -rise type). At standard ("s" units), install standard height toilet 33 At accessible units ("a" units), lavatory to be "roll up" type. See Cabinet Schedule in Specification Section 12 30 00 34 Manufactured mirror with recessed medicine cabinet and hinged panel. See Specification Section 10 28 00 35 Dashed lines indicate cabinet at lavatory for standard units ("s" units) only. See Specification Section 12 30 00 36 At accessible unit ("a" unit), line of ADA approved lavatory centered in "roll up" cabinet; at standard unit ("s" unit), lavatory to be centered over double doors. Accessible and standard units will be supplied with the same lavatory. See Section 15 00 00 37 Height of "roll -up" lavatory at accessible unit to be 34" maximum; at standard units, lavatory height to be 36" 38 Tub/shower surround to extend 4" past front edge of tub 39 Bowed curtain rod. See Specification Section 10 28 00 40 1/8" high pressure laminate tub/shower surround to 5'-0" above top of tub with extruded aluminum edges and corners -- no seams mid -field at each of 3 walls 41 At accessible unit ("a" unit), install ADA approved shower head, adjustable shower head, controls and tub filler with ADA drain closure mechanism. See Section 15 00 00 42 UFAS approved location for tub/shower controls 43 Tub filler with drain closure mechanism 44 Fur out end wall of tub/ shower alcove to fit tub'plus built-in transfer seat 45 Front face of enamel over cast iron tub 46 Transfer seat at accessible units ("a" units) only. See Detail 19, Sheet A705. Top of seat to drain into tub away from walls and open edge 47 . 6" rubber base 48 NOT USED 49 24" towel bar. See Specification Section 10 28 00 50 6 -panel wood door. See Residential Door Schedule Sheet A500 51 At accessible units ("a" units) only, maximum mounting height for manufactured drying rack to be 42"; see Specification Section 1130 00 52 At standard units ("s" units), mounting height for manufactured drying rack is 66". See Specification Section 1130 00 �. N O.C 558 N EN. 02/2015P RrFOFC P��p4 O O 00 o a! O o V tV V CIS w w Sam E-+ w I Psi l� � �. Li a�too 024 raw awn DATE -12/31/2013 DRAWN BY pg JOB 10010 - 0 A 17 7 1- , I rn co r 00 � N(o0 Ult�aDM0�0_ = Q CD � o ��. 0Uoo� M U= O T � 0)� co r E " 1 UI--IL� �. N O.C 558 N EN. 02/2015P RrFOFC P��p4 O O 00 o a! O o V tV V CIS w w Sam E-+ w I Psi l� � �. Li a�too 024 raw awn DATE -12/31/2013 DRAWN BY pg JOB 10010 - 0 A 17 7 1- , I KNM 2 s.: . ...<• ,. aw.rad..-.w•Y v- �. �R!r4.. �$�'`�.�Y.` s.:�'Y".x,p?;+r Zs + � ,'�g°in `�`t"a".... .a",5 ;"''E4n±.. ar�.7tt•a. x !� REFLECTED CEILING PLAN Scale: W = 1/4" FLOOR PLAN Scale: Y4" = 1'-0" WALL SCHEDULE Elmoisture - 2 X 4 @ 16" o.c., 1/2" gypsum board each face resistant at plumbing walls and all bathroom Existing 8"CMU wall or framed wall Infill matching 8" CMU 0 walls ® New sheet metal wrapped rake board to match roofing At toilet walls only: 2 X 6 @ 16" o.c., 1/2" moisture F= New framed wall -- see Wall Schedule resistant gypsum board at plumbing wall side, standard Sheet metal wrap at fascia and rake boards, rafter end caps and all roof New furred wall at interior face of exterior walls and at each face of demising wall gypsum board on opposite face D See Detail 8, Sheet A701, for rafter end caps — caps to be installed at all At Storage Room/interior space walls: 2 x 4 @ 16" rafter ends E O.C. (2 x 6 @ 16" o.c. at toilet wall in Plan Type Fs), El- Refrigerators to be supplied by the H.A. and installed by the Contractor. 1/2" gypsum board at interior (conditioned) face; 1/2" Clothes washers and dryers are not included in this contract G CDX plywood over 5/8" Type X gypsum board at NOT USED 15 00 00 Storage Room (un -conditioned ) face. Stud bays to be Install serially wired, battery backup smoke detectors and carbon At standard closet, shelf and pole mounted at 66" AFF insulated to R-13. I Install metal blade mini -blinds at all windows. See Specification Section Furred 2 X 4 @ 16" o.c. (2 X 6 @ 16" o.c. at toilet 122000 J walls), 1/2" gypsum board at face; stud bays to be 4 - insulated to R-13 -- gypsum board to be moisture 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 2 resistant at all plumbing*walls NEW FLOOR PLAN WALL LEGEND A = = Existing 8"CMU wall or framed wall Infill matching 8" CMU 0 New sheet metal wrapped fascia board to match roofing ® New sheet metal wrapped rake board to match roofing will take the lower of the two addresses at the original building (i.e. Infill roof structure where sk lite was removed New framed wall -- see Wall Schedule C Sheet metal wrap at fascia and rake boards, rafter end caps and all roof New furred wall at interior face of exterior walls and at each face of demising wall vents to match Cool Roof' standing seam metal roofing in color D See Detail 8, Sheet A701, for rafter end caps — caps to be installed at all NOT USED rafter ends ROOF PLAN Scale: 1/8" = 1'-0" GENERAL NOTES Mark Keynoie A In unit designations, a = accessible and s = standard B Street addresses read left to right from street. Building types being New sheet metal wrapped fascia board to match roofing converted to single family homes (unit types Es, Fs, Ga, Gs, Ha and Hs) New sheet metal wrapped rake board to match roofing will take the lower of the two addresses at the original building (i.e. Infill roof structure where sk lite was removed 863/861 Ernest Drive will become 861 Ernest Drive) C Sheet metal wrap at fascia and rake boards, rafter end caps and all roof New "Cool Roof' standing seam metal roofing vents to match Cool Roof' standing seam metal roofing in color D See Detail 8, Sheet A701, for rafter end caps — caps to be installed at all NOT USED rafter ends E See Detail 21, Sheet A705, for repair to any damaged rafter end2 F Refrigerators to be supplied by the H.A. and installed by the Contractor. Existing concrete porch -- see site plan for complete design Clothes washers and dryers are not included in this contract G All bathrooms to be equipped with vent fan. See Specification Section NOT USED 15 00 00 H Install serially wired, battery backup smoke detectors and carbon At standard closet, shelf and pole mounted at 66" AFF monoxide detectors in all units I Install metal blade mini -blinds at all windows. See Specification Section 122000 J See Sheet A504 for accessible plumbing fixtures and required clearances at W plumbing fixtures, kitchen fixtures, laundry fixtures and doors 1 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims FLOOR PLAN KEYNOTES ROOF PLAN KEYNOTES Mark Keynote 1 Line of structure 2 New sheet metal wrapped fascia board to match roofing 3 New sheet metal wrapped rake board to match roofing 4 Infill roof structure where sk lite was removed 5 Ridge cap -- see manufacturer's details 6 New "Cool Roof' standing seam metal roofing 8 Recessed medicine cabinet behind hinged mirror. See Interior Elevations on Sheet A307 FLOOR PLAN KEYNOTES 1 Clothes washer location -- install recessed supply / drain box and electric connection 2 On -demand water heater above clothes washer location -- supply gas and electric connections 3 Clothes dryer location -- supply as and electric connections 4 Clothes dryer exhaust vent and screened metal exterior shroud 5 At 880 Authority Drive only: install new 6 x 6 post at deflected beam. See Detail 3 on Sheet A701 6 Folding table. See Detail 33, A703 7 Manufactured stainless steel drying rack. See detail 33, Sheet A703 for mounting heights 8 Recessed medicine cabinet behind hinged mirror. See Interior Elevations on Sheet A307 9 NOT USED 10 At original address 880 Authority Drive (new address = 878 Authority Drive): install new post at deflected beam on left side porch. See Detail 3, Sheet A701 I 1 New concrete patio and flatwork -- see site plan for complete design 12 Existing concrete porch -- see site plan for complete design 13 NOT USED 14 NOT USED 15 Bowed shower curtain rod typical 16 At standard closet, shelf and pole mounted at 66" AFF 17 Plastic Iaminate countertop continuous (no seam from front edge to 4" backsplash) -- typical all units at Kitchen and Bathroom(s) O U W REFLECTED CEILING PLAN KEYNOTES 1 1/2" cdx plywood over 5/8" Type X gypsum board over 3" board insulation on 1/2" shims 2 Drop header at Hallway / Living Room passageway to T-0" AFF 3 1/2" gypsum board over 3" board insulation on 1/2" shims -- typical all rooms except Storage Room (see note 1 above) -- see Structural sheets for new blocking and bracing 4 Bottom of existing beam or rafter 5 Nominal 1" quarter round wood trim at beam/ceiling, rafter/ceiling and wall/ceiling connections except at closets and Storage rooms 6 Bottom of light cap. See Detail 23, Sheet A705 7 Existing CMU wall Building Type Es is found at: o Existing Addresses: New Addreses: 880/878 Authority Drive 878 Authority Drive 1496/1492 Booth Drive 1492 Booth Drive 1488/1484 Booth Drive 1484 Booth Drive 857/853 Ernest Drive 853 Ernest Drive 863/861. Ernest Drive 861 Ernest Drive 1538/1536 Sussex Avenue 1536 Sussex Avenue PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REED FOR CODE COMPLIANCE DA 11 < BY NEW o M T 00 co 04 3� 00, cc ' �- 4.4 � � 00 O I I n�-CDxo vUI-LLQ 0% emd :Aju �. Z 4.4 � � O I N O ;'> � � a w O U W ; o • .� oUNU 0% emd :Aju �. Z w � � I Q � � a w W o Q Lod U La DATE 12/31/2013 DRAWN BY PB JOB 1.0010 -- 0% emd :Aju �. FRONT ELEVATION Scale: 1/4" = V-0" far or_l�t'pt LEFT SIDE ELEVATION Scale: 1/4" = V-0" RIGHT SIDE ELEVATION Scale: 114" = V-0" REAR ELEVATION Scale: 1/4" = 1'-0" EXTERIOR ELEVATION GENERAL NOTES Mark Keynote A Exterior of all buildings to have a 3 -coat stucco assembly over 1" (R-6.5) insulation board. See Detail 25, Sheet A705, for z -bar attachment for insulation board B Exterior of building a As -Aa is identical to building e As -As EXTERIOR ELEVATION KEYNOTES Mark Keynote I Stucco screed to terminate a minimum of 1" below top of slab 2 There shall be a minimum of 4" to grade beneath stucco screed 3 See Detail 3, Sheet A701, for sheet metal wrap at fascia board (rake to be similarly wrapped 4 Stucco finish to be light knock down 5 Place sill blocks (re -used or matching new) at sill of new window opening 6 New window 7 Existing 6x ridge beam at existing rafters -- see detail on Sheet 0102 8 Existing full height CMU devising wall at front porch -- no stucco at this wall 9 Exterior wall/ eave connection --see Detail 2, Sheet A400 10 Rafter end ca -- typical all rafter ends -- see Detail 8, Sheet A701 11 At standard units ("s" units), existing porch is approximately I" to 1-3/8" below finish floor (face of existing threshold) 12 Infill CMU block at removed window or other component 13 Only at original address 880 Authority Drive (new address = 878 Authority Drive): new post at deflected rafter. See Detail 3, Sheet A701 14 Existing front concrete porch to remain 15 Security screen door over 6 -panel Laundry room door 16 Ridge ca2. See manufacturer's details 17 New standing scam metal roofing 18 Existing CMU held back sufficiently to allow out swinging door to open a minimum of 100°. See Detail 28 on Sheet A706 19 4'-8" of existing sill block at new longer window 20 1'-4" of new or re -used sill block at new longer window 21 Six -panel, fiberglass face door at Storage room -- door to swing out 22 1/2 -lite (single hung) panel door to Laundry Room (tempered glazing at 1/2 -lite) 23 lControljoint 24 Door installation at Storage Room out -swinging door similar to Detail 28, A706. CMU on hinge side of door held back sufficiently to allow a minimum opening of 100° 25 At Storage room and Laundry at standard units ("s" units), flat work to be 1" below finish floor -- provide threshold; provide trimmer below threshold leading edge as needed 26 1Proposed locations for condensers for mini -split ductless HVAC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE OMPLl E DATE i 11 1 _ BY 14 No. 614558 EN. 02/2015 OFC 1 C/) Z 4-4 O � rn Csco W N�M�CD 00 N3 U V I CD UQcflvo 00 cuc(00) 1 U p l4.iao.sit T QO tZr Q O Zt'UI—LLQ E { 14 No. 614558 EN. 02/2015 OFC C/) Z 4-4 O � H W H N3 �w QO oUcvU O O C/) Z � H W H �w QO W H W w II �I l U .� O{ acaU BEI': DATE 22/32/2013 DRAWN BY • PB JOB 10010 SHEET j CO— o� co - 1 �r, co U a�� � §31 � G UQcbV.o c T ch < > K N (: iv ,,.. I N C �_ o) I I � � U) .9 ' ai _ _it PER co 0 INTERIOR ELEVATION GENERAL NOTES SINK WALL RANGE WALL BUILDING TYPE Es KITCHEN Scale: '/" = V-0" FOLDING TABLE:-- WASHER/DRYER WALL DOOR WALL BUILDING TYPE Es LAUNDRY Scale: %" 24 Mark Keynote A INOT USED B N , # = Keynote D Contractor is responsible for verifying all cabinet sizes prior to ordering and installing ",4 In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit 24 Mark Keynote A INOT USED B t = Cabinet type. See Specification Section 12 30 00 3.3 Cabinet Schedule C # = Keynote D Contractor is responsible for verifying all cabinet sizes prior to ordering and installing E In Unit titling "a" indicates an accessible unit and "s" indicates a standard Unit F All Mechanical, Plumbing and Electric work to be delivered by design/build method. Contractor will submit all drawings and documents required by the County of Butte for this work. 32 At standard ("s" units), install standard height toilet 34 1 "Wing -Swinger" mirror with hinged panel(s) and recessed medicine can(s) with adjustable glass shelves 36 Line of lavatory 37 Height of "roll -up" lavatory at accessible unit to be 34" maximum; at standard units, lavatory height to be 36" INTERIOR ELEVATION KEYNOTES Mark Keynote 1 1/4 round wood trim at all rafter or beam/ceiling or wall/ceiling connections. At all rooms except closets and Storage Rooms 2 Existing rafter (3-1/2" exposure) 3 Refrigerator/freezer, 4 1/2" gypsum board -- moisture resistant al all plumbing walls and all walls in bathroom(s) 5 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 6 ILine of stainless steel double deep sink. See Specification 7 Line of stainless steel backsplash at range over gypsum board, continuous from 2" below top of range to hood above. Ease all edges. See Specification Section 05 55 00 8 Frame in shaft for hood vent pipe -- divert pipe as needed to avoid existing rafter 12 JHood with vent fan and light. Vent throu h roof. 14 1 Standard slide -in gas range 15 Mount on -demand water heater so washer door has room to 16 Gas fired on -demand water heater -- vent through roof 17 Provide filter clean-out port at on -demand water heater 18 Location for clothes washer -- washer is not included in contract 19 Recessed, over -the -stud clothes washer supply/drain. See Specification Section 15 00 00 20 Location for clothes dryer -- dryer is not included in contract 21 Sheet metal collar at dryer vent opening -- provide screened sheet metal shroud at exterior 24 Folding table to be 36" high 25 Wrap folding table legs in plastic laminate at four sides 26 Wrap folding table legs with rubber base over laminate facing 27 Brushed, galvanized metal "L" angle brace at folding table -- See Detail 33, Sheet A703 29 Stain grade wood lite cap with egg crate lens and fluorescent tube. See Detail 23, Sheet A703 30 At all units, provide backing for grab bars at tub/shower and toilet per grab bar manufacturer's recommendations. 31 See Sheet A504 for location of shower head, tub filler and controls, backing for future grab bars and location for future adjustable shower head at foot wall of tub/shower. See 32 At standard ("s" units), install standard height toilet 34 1 "Wing -Swinger" mirror with hinged panel(s) and recessed medicine can(s) with adjustable glass shelves 36 Line of lavatory 37 Height of "roll -up" lavatory at accessible unit to be 34" maximum; at standard units, lavatory height to be 36" 38 Tub/shower surround to extend 4" ast front edge of tub 39 Bowed curtain rod. See Specification Section 10 28 00 40 11/8" high pressure laminate tub/shower surround to 5'-0" above top of tub with extruded aluminum edges and corners -- no seams mid -field at each of 3 walls 45 1 Front face of enamel over cast iron tub 47 6" rubber base typical all bathrooms 4818" towel bar. See Specification Section 10 28 00 49 24" towel bar. See Specification Section 10 28 00 50 6- anel wood door. See Residential Door Schedule Sheet A500 51 4" rubber base typical all rooms except Bathrooms. See 52 At standard units ("s" units), mounting height for manufactured drying rack is 66". 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Notes: Notes: A All glazing to be SunCoat MAXX/Low-E, Argon Gas Filled B All frames to be PVC (vinyl) with interior chambering, no nailing fin (block frame) C All glazing within 24" of a door or lower than 60" above a tub/shower shall be glazed with tempered glass D All fixed windows with raked heads will be field verified for slope and jamb heights E See Exterior and Interior Elevations for venting side at horizontal sliders Size ROOM FLOORING BASEBOARD WALLS Mark Size Type Window Specific Notes 1 6040 Horizontal Slider (2) hinge sets; passage lever set — Bathrooms 6034 Horizontal Slider Hi -gloss paint 3 4840 Horizontal Slider Epoxy coating 3.1 4834 Horizontal Slider 1. Epoxy flooring is to be slip resistant; 2. Storage room walls and ceilings are finished with cdx plywood (over gypsum -board) 4 4820 Horizontal Slider O4 8 Fixed with Rake Top Set in wood stops. See Detail 26 on Sheet' A703 6 4020 Horizontal Slider Paint N/A 4 ° Fixed with Rake Top Set in wood stops. `See Detail 26 on Sheet A703 3434 Horizontal Slider _ Prehung 3420 Horizontal Slider At tub/shower locations, install per Detail 32 on Sheet A703 3040 Casement Metal Frame with 0 3020 HoAzontal Slider Powder 1 3 ° Fixed with Rake Top Set in wood stops. See Detail 26 on Sheet A703 1. 2040 Casement Coat 12 2020 Horizontal Slider At tub/shower locations, install per Detail 32 on Sheet A703 3 1460 Fixed Sidelite Set in wood stops. 4 4040 Horizontal Slider 3 Side or Rear vomry e)i,orr, �JE�,tF� A II -4110-- I 0 12;oPTA L A)LID-R F>t.;,p GgV,4y is 12 RESIDENTIAL FINISH SCHEDULE NOTES: Notes: T AFor resilient flooring, see Specification Section 09 65 00 - B _ For painting, see Specification Section 09 90 00 _ 42 O M CO U1n00aZo� Mark Location Size ROOM FLOORING BASEBOARD WALLS CEILINGS SPECIFIC NOTES All rooms except Bathrooms and Storage Rooms V.C.T. 4" coved rubber Semi -gloss paint Semi -gloss paint (2) hinge sets; passage lever set — Bathrooms V.C.T. 6" coved rubber Hi -gloss paint Hi -gloss paint (2) hinge sets; dummy lever with rosette at interior; adjustable ball catch — _ _ Storage Rooms Epoxy coating Epoxy coating coved to 6" Hi -gloss paint Hi -gloss paint - 1. Epoxy flooring is to be slip resistant; 2. Storage room walls and ceilings are finished with cdx plywood (over gypsum -board) W Front Entry 3068 Fiberglass Solid Core -- Paint Wood -- Paint N/A RESIDENTIAL DOOR SCHEDULE �11 S EI Isis' ILI q . r.... BUTTE COUNTY DEVELOPMENT SERVICES . R VI UVC FOR C ! 0 i Li N DA l i BY V I 5R. M� i►16- RESIDENTIAL HARDWARE SCHEDULE Notes: Q�14 F—a All doors at accessible units ( (1) Aa, (2) Da, (1) Ga and (1) Ha) shall have kickplates installed at both faces — o 0 w 3 42 O M CO U1n00aZo� Mark Location Size Face (3) hinge sets; keyed lever handle; deadbolt; door viewer (accessible "a" units to have two (2) viewers -- see Detail A; this sheet); mechanically fastened weather-stripping; threshold Finish Frame a Glazing Notes All hardware is integral with door — UFS-tib Bedrooms (2) hinge sets; passage lever set b Baths (2) hinge sets; privacy lever set — F Single Door Closets (2) hinge sets; dummy lever with rosette at interior; adjustable ball catch — _ Double Door Closets (4) hinge sets; dummy levers with rosettes at interior; (2) adjustable ball catches � W Front Entry 3068 Fiberglass Solid Core -- Paint Wood -- Paint N/A 6 -Panel _ Prehung W Screen Door 3068 Metal Frame with Hollow Powder Tubular Powder N/A Fes;00 U YY Carbon Steel Core Coat Metal Coat PB JOB 10010 Screening 3 Side or Rear 3068 Fiberglass Solid Core -- Paint Wood -- Paint Tempered, Glazing to be SunCoat Entry 6 -Panel Prehung Single Hung 1/2 MAXX/Low E, Argon gas • Lite filled _ f 4 Storage 3068 Fiberglass Solid Core -- Paint Wood -- Paint N/A Room 6 -Panel Prehung Bedrooms, 3068 Fiberglass Hollow Paint Wood -- Paint N/A Baths, Core -- 6- Prehung Closets Panel 6 Closets 21068 Fiberglass Hollow Paint Wood -- Paint N/A Core -- 6- Prehung Panel Closets (2) 2068 Fiberglass Hollow Paint Wood -- Paint N/A Core -- 6- Prehung Panel — Closets (2) 2668 Fiberglass Hollow Paint Wood -- Paint N/A Core -- 6- Prehung Panel Closets 1868 Fiberglass Hollow Paint Wood -- Paint N/A Core -- 6- Prehung Panel Closets (2) 2468 Fiberglass Hollow Paint Wood -- Paint N/A Core -- 6- Prehung Panel Paint Wood -- Paint N/A 11 Closets 2068 Fiberglass Hollow Core -- 6- Prehung Panel �11 S EI Isis' ILI q . r.... BUTTE COUNTY DEVELOPMENT SERVICES . R VI UVC FOR C ! 0 i Li N DA l i BY V I 5R. M� i►16- RESIDENTIAL HARDWARE SCHEDULE i5. (x(45 8 N. 02/2,01 �'FOF GF+�Fo -45 4-4 00 � C' aA � r.0 U >x • o o�UU. MR Li: a Q H Notes: Q�14 F—a All doors at accessible units ( (1) Aa, (2) Da, (1) Ga and (1) Ha) shall have kickplates installed at both faces — 2 0 w 3 ) o8�( 00 O M CO U1n00aZo� V Q O 10 N (3) hinge sets; keyed lever handle; deadbolt; door viewer (accessible "a" units to have two (2) viewers -- see Detail A; this sheet); mechanically fastened weather-stripping; threshold c- O N CD Storage Room U O o... -- a All hardware is integral with door — UFS-tib Bedrooms i5. (x(45 8 N. 02/2,01 �'FOF GF+�Fo -45 4-4 00 � C' aA � r.0 U >x • o o�UU. MR Li: a Q H Mark Location IDescription Notes: Q�14 F—a All doors at accessible units ( (1) Aa, (2) Da, (1) Ga and (1) Ha) shall have kickplates installed at both faces — 2 All door hardware will be ADA compliant 3 See Specification Section 08 7100 Door Hardware Front Entry and Side or Rear Entry (3) hinge sets; keyed lever handle; deadbolt; door viewer (accessible "a" units to have two (2) viewers -- see Detail A; this sheet); mechanically fastened weather-stripping; threshold _ B Storage Room (3) hinge sets; keyed lever handle with rosette at interior; deadbolt; mechanically fastened weather-stripping; threshold Screen Door at Front and Side or Rear Door All hardware is integral with door — Bedrooms (2) hinge sets; passage lever set E Baths (2) hinge sets; privacy lever set — F Single Door Closets (2) hinge sets; dummy lever with rosette at interior; adjustable ball catch — _ Double Door Closets (4) hinge sets; dummy levers with rosettes at interior; (2) adjustable ball catches W W 0LO p„ Fes;00 U YY D2FA.•FFSSTE ` 12/31/2013, DRAWN BY PB JOB 10010 SHEET Mark Location IDescription Notes: 1 All doors at accessible units ( (1) Aa, (2) Da, (1) Ga and (1) Ha) shall have kickplates installed at both faces — 2 All door hardware will be ADA compliant 3 See Specification Section 08 7100 Door Hardware Front Entry and Side or Rear Entry (3) hinge sets; keyed lever handle; deadbolt; door viewer (accessible "a" units to have two (2) viewers -- see Detail A; this sheet); mechanically fastened weather-stripping; threshold _ B Storage Room (3) hinge sets; keyed lever handle with rosette at interior; deadbolt; mechanically fastened weather-stripping; threshold Screen Door at Front and Side or Rear Door All hardware is integral with door — Bedrooms (2) hinge sets; passage lever set E Baths (2) hinge sets; privacy lever set — F Single Door Closets (2) hinge sets; dummy lever with rosette at interior; adjustable ball catch — _ Double Door Closets (4) hinge sets; dummy levers with rosettes at interior; (2) adjustable ball catches ADMINISTRATION BUILDING WINDOW SCHEDULE Notes: O A New interior glasing to be frameless and set in wood stops. See Details 41 & 42 on Sheet A704 _ B Rake -head clerestory glazing between Manager's Office and Office #1 to have head slopes and jamb heights verified in field � I M CD L OD CO -- Mark Size Type Window Specific Notes A 8030 Horizontal Slider 1. 2'-0" (6-0" to be fixed) event to be tempered glass Glazing 8° with rake top Fixed 1. Glazing to be one piece of 3/4" thick cast acrylic panel C 6840 Horizontal Slider 1. This is an existing window; 2. Frame to remain; 3. Remove glazing from portion of window closest to the exterior door at the break room; 4. Replace glazing with tempered glazing. E � 4J 1 OO A 0 ✓0l l O C O O rn � I M CD L OD CO -- Mark Location Size Face Finish Frame v U � p � (n t..N Glazing Notes C r a E � oU Break 3070 Fiberglass Solid Core -- Paint / Metal Paint N/A 1. Paint at exterior face; Cz L-.' Room Slab Stain stain at interior face; 2. Install new door at existing frame, modifying for new hinges and strike/throw; 3. New door to swing out; 4. _ 0 Repaint frame at old hinge and strike/hold locations 2� Furnace 3070 Fiberglass Solid Core -- Paint Metal Paint N/A 1. •Install metal louver Rooms #1 :i. Slab U_ Q Q Cn vents high and low -- see I t l and #2 Design / Build Mechanical 1� 6 U ! rl�- G! C� �(� Contractor for sizing of U ^01 -�, DATE ;12/31/2013 PERMIT # DRAWN BY PB BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR vents 3� Community 3070 Fiberglass Solid Core -- Paint / Metal Paint _ Tempered 1. Paint at exterior face; Room South One lite Stain stain at interior face Face 2. Glazing to be SunCoat MAXX/Low E, Argon gas filled Manager's 3070 Wood Solid Core -- Stain Wood -- Stain Tempered 1. Glazing to be single Office One lite Prehung pane, 1/4" thick ' Storage 41 3068 Wood Hollow Stain Wood -- Stain N/A and #2, Core -- Slab Prehung Coat Closet, Women' and Men's Rooms Equipment 3070 Wood Hollow Stain Wood -- Stain N/A Room Core -- Slab Prehung Lobby and 3070 Wood Solid Core -- Stain Wood -- Stain N/A Hallway Slab Prehung Utility 3068 Wood Hollow Stain Wood -- Stain N/A 1. Provide high and low Closet Core -- Slab Prehung combustion air to water heater and extend piping through roof to outside air; 2. See Design / Build - Mechanical Contractor for sizing of piping for _ combustion air E1 Existing 3070 Existing Storefront 1. Existing door closer, Front Entry push and pull bars, locking mechanism, and threshold; 2. See Administration Building Hardware Schedule, this sheet, for new hardware at this door ✓0l l 1rVy1 `,1 O O rn o v CO I M CD L OD CO -- N Zo (0cc: C100 CQ (D 2 i v U � p � (n t..N E O C 1rVy1 `,1 O L � j o C oU Cz L-.' FM✓ 1rVy1 `,1 O L � j C Cz L-.' FM✓ _ 0 :i. U_ Q Q Cn I t l 1� 6 U ! rl�- G! C� �(� U ^01 -�, DATE ;12/31/2013 PERMIT # DRAWN BY PB BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ~.JOB 10010 CODE COMPLIANCE SHEET A 5 02"ft II i DOOR -MOUNTED mm oD � CO>;� SIGNAGE j m M oIn00Mr2 . = 0) , o cC¢�M�o Urncfl cnvi�ai DASHED LINE ("� ,a E INDICATES UNISEX ""� r ro U_ o SYMBOL UI—U_ 2ia o � I .,._...,......._................�_:. . _ ...................J ....................... ............. ZY ax FE LU MOUNTED SIGNAGE NdTES:MIT,.. N 1. PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. 0 2: MEN'S SANITARY FACILITIES ARE IDENTIFIED BY AN EQUILATERAL TRIANGLE Y" THICK WITH EDGES 12' LONG AND A VERTEX POINTING RC LL ~ UPWARD. THE TRIANGLE SYMBOL CONTRASTS WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. ID 0 0 0 03. WOMEN'S SANITARY FACILITIES ARE IDENTIFIED BY A CIRCLE THAT IS Y' THICK. THE CIRCLE SYMBOL CONTRASTS WITH THE DOOR, Er ER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND W = o 0 4. UNISEX'S SANITARY FACILITIES ARE IDENTIFIED BY A EQUILATERAL TRIANGLE INSIDE A CIRCLE THAT IS Y' THICK. THE CIRCLE SYMBOL No. C14558 CONTRASTS WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE TRIANGLE CONTRASTS EN. 021201 WITH THE CIRCLE COLOR. r Off` 5. DOOR MOUNTED SIGNAGE ARE TO BE MOUNTED WITH THE GEOMETRIC SYMBOLS CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT . FBF GAL4 OF 60' ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE SYMBOL. WALL MOUNTED SIGNAGE NOTES: 1. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. 2. SIGNS ARE TO BE MOUNTED ON THE WALL AT 60' ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN AND THE LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3' OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING ViTMIN THE SWING OF A DOOR. RESTROOM SIGNAGE NTS Ma "AXI IIS U til M �N �M UfC 11 l� IG -N 7 OCCUPANCY PERSONS AFORO MAXIMO I . PERSONAS INTERIOR SIGNAGE ' 44f9AV-1' UlllI i a SIGNAGE AT ENTRANCE b SIGNAGE A r PUDLIC {TIGHT OF WAY PFDESTRIAN ICCtSS POINT SIGNAGE CONTAINING THE INTERNATIONAL SYMBOL OF MCCESSIVILITY IS LOCATED AT EVERY PRIMARY PUBLIC ENI RANCE AND AT EVERY MAJOR EXTERIOR JUNCTION 00 W O a� N C� ,- WHERE TtiE.ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRQULATION PATH ALONG OR TO AN ACCESSIBLE w� .� :EADING ROL I E OF TRAVEL. � 4-4 (U SPACES aA ° o U DISTINGUISHING PLACARDS OR LICENSE PLATES WFOTE LETTERING -- ISSUED FOR PERSONS WITH DISABILITIES BLUE BACKGROUND Z MAY BE TOWED AWAY AT NTS CJ 4 p'�,. c) c) N .0 : (Address) SIGNAGE CONTAINING THE INTERNATIONAL SYMBOL OF MCCESSIVILITY IS LOCATED AT EVERY PRIMARY PUBLIC ENI RANCE AND AT EVERY MAJOR EXTERIOR JUNCTION W ,- WHERE TtiE.ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRQULATION PATH ALONG OR TO AN ACCESSIBLE w� .� :EADING ROL I E OF TRAVEL. n PARKED W DESIGNATED ACCESSIBLE LETTERING ON SIGN MUST BE A+AINIMUM OF PIN HEIGHT SPACES V1 NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES WFOTE LETTERING -- ISSUED FOR PERSONS WITH DISABILITIES BLUE BACKGROUND Z MAY BE TOWED AWAY AT NTS OWNER'S EXPENSE. c) RECLAIMED AT (Address) , w� UNAUTHORIZED VEHICLES U PARKED W DESIGNATED ACCESSIBLE LETTERING ON SIGN MUST BE A+AINIMUM OF PIN HEIGHT SPACES V1 NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES WFOTE LETTERING -- ISSUED FOR PERSONS WITH DISABILITIES BLUE BACKGROUND MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (Address) , • OR BY TELEPHONI {Telephone Number) APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF P IN HEIGHT) (2' SEE DETAIR SIGN - - • . MOUNTING SPECIFICATIONS SITE SIGNAGE NTS • W T„�p; DATE -:12/31/2013 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES :__...,. . .. .. .:......... w DRAWN BY PB REVIEWED FOR C� CSE O M I� LI CSE jos ooa o Da %S7 BY SHEET I eta SPIMT WR WH A W W1110% me MIDIM TO MOLWW PAR A MIRROR: 24 x36• BOTTOM TO 30• s� d1RiA1F RBB 1 BE MOUNTED AT 40• MAX PPCVICE BLOCKING TO IM SPRAT FiAO • 9r. AW I GRAS BARS Se MIN. AREA RMFOW.'fD WALLS 1••. �•-FLUS IVALVE ' O FOR GRAB BVtS PEN t2 maz 4Ymin ) 9U__� 24• 4 cl Tw O•,�,z TUPOF LAV -5. +jJ I 7 UJRFACE L4! C4'ECIAL JJ 3r y eta SPIMT WR WH A W W1110% me MIDIM TO MOLWW PAR A SIDE t ___-,{..,�„.. _ ,�� �---� i I ( WIN SI'm CUITAN Roo MIRROR: 24 x36• BOTTOM TO ' 1 BE MOUNTED AT 40• MAX PPCVICE BLOCKING TO ��- ABOVE FLR TO REFLECTAti • 9r. AW I GRAS BARS Se MIN. AREA RMFOW.'fD WALLS 1••. �•-FLUS IVALVE ' c FOR GRAB BVtS PEN t2 maz 4Ymin ) 9U__� CBC 1130102 �-..�-- — TUPOF LAV -5. +jJ 7 UJRFACE L4! C4'ECIAL JJ a= '^" x 1,--» .);,,.c FXrGtiG[P!e �\\ �%• �. _ L:!•.`.'ANO jAU4 t;•.T:lIiOF / ^��\•r-' . • CitT01.4,11?� r '•. t`.VJ �i MIIM,MUM NNF.E AND T0. I SIDE t ___-,{..,�„.. _ ,�� �---� i I ( WIN SI'm CUITAN Roo Ci0 UU)DO s- 0) fV tp 1 UQtpgo Rci NID ID to I RM t7n�8 Q09 Br+ c h - R,,X O ) 9U__� MAX 1 Fn •— Lnvn i art+ ncmvv.-- I ". . PISLILAT:ON 9MTRAP AND ' WATER SUPPLY SIDE SIDE SIDE Nis x (T71 f i +RROR: 24 z39 RDTTUbf Ti• -61 C!A oin: ai- ..�_R'JUNTEO 4740' MAX '--"" • `�'--"i' �y . A3 -.')VF. FUR TO REFLr•-:P.M. . ,r ..-..- 1 I A'2 A GES-TRL41`101`1.... WA!_OR6�Avmr .o (PARTITION SHO.'V?.r 36" _ S F I 1 i it 1 r<s`r C:) i Ci0 UU)DO s- 0) fV tp 1 UQtpgo NID ID to I .. U p -EOIL c h - R,,X O ) 9U__� 1.i.4:Ci3.. iY i:, 1.. .-- --• - -- ?A.'NAi.T FLOOR: NO}UP ., rtRRO%Tt1C710N Vli SURFACE W/ l � !♦ I INTEGRAL HAJE I Q) I'RS!RFA NONSLIP 0P4T f r (t sUNFACE W! W ' INTEGRAL BA`E - • A' ��� � l _ FROI`NT FRO.NT;.. FRO'VT Ito 11' Z6' 23' VAW', W • wfth W 12' MAX 24' MiN 24' MAX � ,/� OBSTRUCTION ilumtlVatlFH tyryie ttilet 42� mYifrtxm T { , � 1 /t� V1.j O PAPT1710N fh floor latatuldecppM0eh V .r7 `�a. - I ;� �A�+TINON 3ti0WNi ta* type �t I �Gi Es�',t�/{, 1 r /E,Y/R �.L( _ O Z -O' MAX MIN. CLEAR FLOOR SPACE �, TiYYw , I E� w !ll���r�"'111 SHOWER HEAD ABOVE / iitM�.e t26t11Vi `� I VI 1 TUB FAUCET SEAT J//'' �y�j�ly /rT I! ►/`^~1//(• O O r1 SEAT �Y I i90�1QF71 of ih6 pOri{flOPI QI1C� the iit)O( \ ` r% Q(/r F1 (r �"{ iir✓✓✓22�"' �.�{ ��1 g p �` I -,-- - - - - at tr,asa twowars o { _jIm / 1 I aneuvotV spot H I flush canttd 10 WI znn open aide of OF LHIIAL i�,r, � Y � �_J ' s } I $ -- — 48' minfnnm front cnd \�\L CLEAR FLOOR SPACE �/ j •- htll0e Fiid9 appRDGCh I -- _ .-. - _. - .- . i �� �� � � ( , 18' MIN. I � ( ' _11 '[ _" xzi IARC CLEAR FLOOR SPACE oantkxAota toNet pier ! I 4 4 fl -AH grab baralao side gate bar rTl '` 'i otloped` rt'� 42' Pt�r*mrn dhpw� w + I'I.AN 1 2'-6•CENTEREDONLAV • �f t ACCESSIBLE PLUMBING FIXTURES aRhotVh depth of knee %x" Is 24. orgy 19' of clear flm space may extend Into the knee space �r.r+ NTS wU " rD _ U ?.III star Pull S-414• .................W AS Z4 pWcrrod p �! ?� 4" NQTF• x a 12 b 005 rnm) N locr hm ba=h a ?. .. W eleoerrldlaach � J r . ♦: •; FrontAppToathea — Ssirlglflg boon 2! min.1 it •7 Pull s13... .......................... Purn LAC �✓ =, G4m.n •� of Imo. space •r: ox .} 1J ,a.... d„► HO(E a='kik+{415mmlrrirrirum{fy=BL n 1 34 ri 13M mm). Ir {;OGO mmj rnlnbnull if y= Icm y- 48 In (1220 mmI niniawrn 11 dtw has, W11 r latch and cvler. C�Qr fk�C±f Hine BldeApm=Chas — Sringing Dom space Vis 4W x /YI: sld:x r::n side i I 24m1a REQUIRED CLEARANCE AT KITCHEN SINK E 1 i V WORK CLEARANCE IDENTICAL NTS ' 'J '� l w . Iassaisial 107E y a ?; In (1370 mm} minlmum 11 dow twif r NOTEt y 41t=n (1220 mrn) minlmam 1f door bar. claaa. latch MCI Appmachts — 90ngklg boon O 0 La�j NOM AU doors tl alcefr_s shag eump!y %ith Br. r'te=ances to IwrtagrLxrhim at REQUIRED_ CLEARANCE AT DOORS DATE '12/32/2013 NTS DRAWN BY PB PERMIT # JOB 10010 [BUTTE COUNTY DEVELOPMENT SERVICES �d E FOR SHEET moms ! t - • Symbols Legend MB DRAIN INLET PIPE (INLET/OUTLET) FIRE HYDRANT tea AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR Dk GAS VALVE A WATER VALVE cU. JOINT UTILITY POLE Q SEWER MANHOLE -� GUY ANCHOR/POLE c0_3 POWER POLE El ELECTRIC PULLBOX/PEDESTAL I] TELEPHONE PULLSOX/PEDESTAL ® CABLE TV PULLBOX/PEDESTAL o— 3- LIGHT STANDARD Q ELECTRIC METER © GAS METER BACK FLOW PREVENTER cQ, TELEPHONE POLE r FLAG POLE LIGHT POST O SEWER CLEAN—OUT s GATE POST ® MAIL BOX ® AREA DRAIN INLET — SIGN / ® UTILITY PULLBOX/PEDESTAL / / / — - BOLLARD / DRAIN MANHOLE / / 10 DECIDUOUS TREE •tea— TOP OF SLOPE / -E---- FLOWLINE / �---- GRADE BREAK / -EP— EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE (E)BLDG EXISTING BUILDING � / • / EXISTING CONCRETE TO REMAIN / = NEW CONCRETE all =III = RE-ESTABLISH LANDSCAPING O '� DAMAGED BY CONSTRUCTION FRONT OR SECONDARY ENTRY Q W = NEW WATER SERVICE VAULT NORTH PARKING LOT Q / 0 Q 16, / 6t 0 ADMINISTRATION f ' L 17 ADMINISTRATION BUILDING SITE DEMOLITION PLAN fv.atyy„ , w,ry,fr,yry Scale: 1/6" = 1'-0" ,UTH PARKING LOT O TH SCALE: 1/16"=1'-0" j ADMINISTRATION BUILDING SITE DEMOLITION GENERAL NOTES Mark Keynote A North and south parking lots will be re -sealed and re -striped B Contractor will protect all existing landscaping and irrigation lines as well as other building and site components that are to remain. Any damage to these components will be repaired and/or replaced by the Contractor C All roses and cannas in the Rose Garden are to be removed and U bagged/potted with root ball intact to be replanted after new Rose Garden walkways, planters and concrete benches are constructed. Contractor will meet with Architect and Housing Authority O representative for inspection of plants prior to removal D Contractor will verify all amounts of concrete flatwork to be removed vs ADMINISTRATION BUILDING SITE DEMOLTION KEYNOTES Mark Keynote 1 Prepare parking lots for new sealant and new striping. Clean as u needed, infill low spots, fill significant fracturing to prevent CN telegraphing through new slurry seal 2 Remove existing concrete walkway, stoop, etc. 3 Existing concrete walkway to remain 4 Widen curb cut as needed to accommodate new path of travel from U accessible parking to main entry -- see Sheets A602, A603 and A604 for new work to be done 5 Existing striping 6 Light pole to remain 7 All wood bollards and heavy chain to be removed from Rose Garden. The Housing Authority retains the right of first refusal on all chain. Remove 18" of existing soil at Rose Garden 8 NOT USED 9 Remove existing mail boxes 10 Protect existing irrigation controls. See Sheet A604 for relocation of irrigation head(s) and below grade vault in this area 11 Remove entire walkway between Rose Garden and Maintenance 12 Remove existing wood screen, curb and stoop at rear door of building. Notify Architect and Housing Authority immediately if the existing eave shows signs of deflection at this point 13 Remove existing A/C condensers -- remove existing chain link surrounds only as needed for installation of new condensers -- save chain link surrounds for re -installation 14 Remove abandoned utility boxes -- remove for relocation existing main electric panel (local utility will not allow installation of a new panel) 15' Existing pole and guy line to remain -- as needed for new Rose Garden design, re -set guy line anchor 16 Remove existing concrete at main entry -- protect steel posts during construction 17 Remove and retain for reinstallation chain link fence and posts N lci O i CD U < O 2 <Ix � X vs , l�< u N lci O U O � N CN o U . ; i I � r n I 4z I Fil O � z ►--+ � H 00 0 W x ®e>C Lj Lo DATE 12/31/2013 DRAWN BY . PB JOB10010 SHEET PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVI EWE- ICOR Q0QE COMP .1A CE DATE Symbols Legend A Contractor shall verify all dimensions and slopes for accuracy. Should discrepancies occur between the design drawings and site conditions, the Contractor shall notify the Architect immediately and not proceed with work until the discrepancy is resolved. B 0 DRAIN INLET All exposed edges of new concrete shall be tooled and surfaces given a light broom finish O SEWER CLEAN-OUT PIPE (INLET/OUTLET) ADMINISTRATION BUILDING SITE PLAN KEYNOTES • GATE POST C� FIRE HYDRANT 2 ® MAIL BOX til AUTOMATIC SPRINKLER VALVE/HOSE CONNECTOR a AREA DRAIN INLET D94 GAS VALVE w — SIGN tk WATER VALVE �0_1 0 ® UTILITY PULLBOX/PEDESTAL cU-) JOINT UTILITY POLE • BOLLARD �s SEWER MANHOLE Q DRAIN MANHOLE -� GUY. ANCHOR/POLE DECIDUOUS TREE cV3 POWER POLE o x .TOP— TOP OF SLOPE ID ELECTRIC PULLBOX/PEDESTAL DRAWN BY PB FLOWUNE 0 TELEPHONE PULLBOX/PEDESTAL GRADE BREAK E0 CABLE TV PULLBOX/PEDESTAL -E'--- EDGE OF PAVEMENT o-+ LIGHT STANDARD HDPE HIGH DENSITY POLYETHYLENE ELECTRIC METER (E)BLDG EXISTING BUILDING © GAS METER = EXISTING CONCRETE TO F v. BACK FLOW PREVENTER NEW CONCRETE q�3 TELEPHONE POLE : = RE-ESTABLISH LANDSCAP FLAG POLE �� t- DAMAGED BY CONSTRUC LIGHT POST--------� = FRONT OR SECONDARY EI Q W = NEW WATER SERVICE VAi n F1 NORTH ADMINISTRATION BUILDING NEW SITE PLAN ADMINISTRATION BUILDING SITE PLAN GENERAL NOTES Mark Keynote A Contractor shall verify all dimensions and slopes for accuracy. Should discrepancies occur between the design drawings and site conditions, the Contractor shall notify the Architect immediately and not proceed with work until the discrepancy is resolved. B At no location shall landscaping, grade or other adjacent surface, be lower than 1/2" below the surface of an adjacent walkway C All exposed edges of new concrete shall be tooled and surfaces given a light broom finish ADMINISTRATION BUILDING SITE PLAN KEYNOTES Mark Keynote I Termination line for new slurry seal coating at parking area 2 Restripe standard parking spaces a minimum of 9'-0" wide. All spaces to be equal 3 Re -stripe for accessible parking space -- see Sheet A004, Details 1, 4, 5, 6 and 7 for striping at stall and loading zone, marking and signage at accessible space 4 Stripe cross walk from accessible loading zone to existing curb cut. See Details 2 and 3 on Sheet A004 for striping and warning mat installation 5 Repair or replace landscaping damaged during construction w � ADMINISTRATION BUILDING FINISH FLOOR ELEVATION = 99.21' �0_1 0 I ---i (D 0 CO E-1 O 0 Z ' 4.• ..J <u c 0 W w � h -°-y �0_1 0 I ---i (D 0 Z E-1 O 0 ' 00 W w � h -°-y un w U O Lf) Q o x U N U I ---i (D 0 Z E-1 W w � h -°-y I ---i 0 F -y � 00 h -°-y un w U O Lf) Q 00U DATE 12/31/2013 DRAWN BY PB JOB 10010 a., PERMIT# m��l SCALE: 1/16" =1'-0" BUTTE COUNTY DEVELOPMENT SERVICES FAVI D FORA 6 0 2' Ci LA CE DA --- - -- BY- i� • 51 V L KEYNOTES: SHEET A603 - Vignette A. 1: Front (North) Side 1. Accessible parking stall signage. See Details 6 & 7 on Sheet A004 2. Concrete tire stop. See Details I and 5 on Sheet 004 i 3. Accessible parking stall pavement marking. 0) co See Detail 4 on Sheet A004 0 co 4. Parking lot to be re -sealed with all new 2 o o�, c 0 7 striping. See Sheet A602 for limits of re-` 0 ¢ o sealing o v a c mo 5. Accessible cross -walk and access aisle will . o be blue in color. See Detail 1 on Sheet 651? A090 " a 6. Use existing access at curb and gutter for ��� 0 path of travel - install warning mat - see�i Detail 3 on Sheet A004 T-10 201+ 7. New concrete walkway at existing curb and gutter – length is approximately 18'-6"– verify on site 8. Existing public sidewalk to remain' - 9. Existing light pole with concrete base to remain 10. Repair or replace landscaping damaged at all areas of construction - coordinate with Owner for any needed re -alignment of irrigation ®ASC 11. Poured in place concrete bench. See Detail IA 11, Sheet A004 A 12. Slope concrete at corners to drain. Slope 78 not to exceed 1/20 cr EN 02/2 185 13. New concrete entry patio approximately .� r 20'-0" wide with tooled control joints at 4'-AFOFC P•4�@- 0" o.c. Finish to be light broom – broom each 4' x 4' space at right angles to each other. Walkways to be 5-`0" minimum unless otherwise noted. Walkways to have light broom finish continuous in continuous lengths of walkway. -- 14. Path of travel from Building to Parking N Area O 15. Existing steel posts to remain 4-+ C -4N 16. Slope to be a maximum of 1150 (2%) for a O � f' •�. minimum of 5'-2" outside entry door ;> to sloping to main body of patio • �' 17. Line of Administration Building O 0 18. walkwayNew concrete afront of Administration Building leading Rose k Ile,{� �,'-''�1 Garden is approximately 33'-6" - verify on p site A O 01 • r.+ 19. Existing C.M.U. partition to remain � � I .9-4 U O ---- -- i N 20. Slope:51/20 to allow for access from finish O 1 floor elevation to grade. ! - r Q ,�� 21. See Sheet A604 for new concrete at Rose i w kk '. Garden (East) Side of Administration ! ' D O, ` °• .,ry Building i Q _``�-/ 45. Existing curb and gutter to remain °,� / ----� 56. Standard parking stalls, 9'-0" x 18'-0" i 0 0 o o minimum, to be newly striped. All stalls to ' Gao be of equal width. Coordinate with ` 7p Architect if on-site conditions to not allow a� - � for this exact condition - - - i, o 57. New curb and gutter at sloped sidewalk «- 0 10 01 H Q vro Fq-•� ` • ` ' � _.. _ tax - vow 4 - � - - • ` ' - ' ' ' � .. ' • �, / • . ' , _ --'"ria .� ..::•+..+....«M+w..:�« `. ME , _ It • ! M .i<>,,....�w...+...•:;.�` (,A C � , • ,��!sm^s•'� ea+'•s^�';a.;-�:r�x'.�:;�• _""•`""_""`""•.:x:a,,.._.._.C:....»,-:��.z»,..,,.,. :-�» ....:..r.. ....ew..,..:.ro,..a.. • - u..�:.+�e.:.wua.•.....c.urxa,....,accxm.»+.e:wanxr.+ms.rn,rcrr.r;�-aN:w:.✓+y.?+.�un+croa.. -" .t c,. -+wwr .. T ' ! - .. .. ':i•"�..'�,f S1LzcS:' `..: - .y�;•.. �. -. .. :pry..i:•e{ ';". '.h.'3�.N ta- ar.. •._ww. •w•� T+n •.t. n � • • • r , Y GENERAL NOTES A. North (Front) Parking Lot and South (Rear) Parking Area have been recently resealed. I VIGNETTE A. — Protect during construction. Re -stripe and SITE PLAN V add signage as shown on pians. See Sheet FRONT �TORTH) SIDE - ' - A602 and A603 & A604 for striping and (' - Scale: 1/a" = 1'-0" signage. B. Site elevations are per the topographic r t� shown on Sheet A001. All sidewalks will V be less than or equal to (s) 1/20. It will be "• the responsibility of the Contractor to 1---1 determine and/or verify path of travel elevations so that no walkway exceeds 1/20 U I in direction of travel. Cross slopes shall C 0 not exceed 2% (1150). _; O C. All new concrete to be scored with tooled . a control joints at 4'-0" o.c. both directions at ' entry patio (See Keynote 13 below for ? a a finishing) and a maximum of 8'-0" o.c., DATE 19,131' ,0v evenly spaced, at walkways. In addition, j -DRAWN BY P� PERMIT # place control joints at corners of benches, BUTTE COUNTY DEVELOPMENT SERVICES intersections, etc. to minimize in -field JOB 10010 P 1 ' a % fracturing. SHEET C b C"r i HAMD. Coordinate with Housing Authority for relocation of any existing irrigation lines GENERAL NOTES access aisle (assumed 96.5 elevation) (This }a CGU is a continuation of the sidewalk described in note 35 below) "'- 20.2 Slope :51/20 to allow for access from 97.0 elevation at sidewalk along Authority Drive to grade at access aisle (assumed 96.5 elevation) x. t 50,'p"Em 35. Slope 51/20 to allow for access from - - Building rear (south) entry (elevation O 99.21) to approximately 98.0 elevation c (This is a continuation of the sidewalk w described in note 20.1 above) N Q u 36. Protect existing utility pole during Q construction 37. Approximate topographic line at 98.0 (� U elevation - See Sheet A000 C/'1 z„ 'op U 38. All walkways at Rose Garden to be 5'-0" Q'; ►Z minimum unless otherwise noted w O G 39. Rose Garden Planting Area. Coordinate U H with Architect and H.A. staff for re- H w planting of existing Roses and Cannas �. 40. Line of existing tree - protect during Z S construction - trim as needed so that li! branches are a minimum of 80" above top op of planting areas 41. New pedestal type mail boxes with 19 w resident doors, mail slot and two parcel boxes - seven (7) total, allow 34" per box - Q See Specification Section 10 55 00 PEDESTAL MAILBOXES 42. Guy line from existing utility pole to J remain - protect during construction 43. Existing utility pole to remain - protect during construction+ o KpqR'('a'N- MCr, PLD G . 44. Install signage in line with the dividing line between the accessible stall and first standard stall; sign to read "Staff Only ; Parking" with arrow pointing to the remainder of the Rear (south) parking area . -- 45. Existing curb and gutter to remain. 'I Installation similar to Detail 6, Sheet A004 N8M I �(�L p�tM 46. Tooled control joint. See Detail 11.1, Sheet A004 f 47. Radius -line tooled control joint. See Detail" V 11. 1, Sheet A004 48. Inset compass rose. Coordinate with Q � Architect on supply and placement 49. Existing storm drain to remain SITE PLAN VIGNETTE A.2 -- 50. Relocated irrigation head (� w 51. Relocated utility vault Uj ROSE GARDEN (EAST) SIDE OF 52. Relocated electric vault U ADMINISTRATION BULDING s3. Existing irrigation back-flow to remain - ti04 Scale : '/a" = 1'-0" protect during construction 55. Concrete walk to be level with Access Aisle - approximately 96.5 elevation OEM- Contractor to verify on site DATE 1 Z . ?j j .Za 56. Standard parking stalls, 9'-0" x 18'-0" DRAWN BY F75 minimum, to be newly striped. All stall11tY MiT # _ be of equal width. Coordinate with BUTTE COUNTY DEVELOPMENT SERVICEa JOB JL0010 Architect if on-site conditions to not allow�E FOR SHEET�� for this exact condition P� ® t� F C� 57. New curb and gutter at sloped sidewalk DA V t M PL � �� /� 1 I A. North (Front) Parking Lot and South (Rear) Parking Area have been recently resealed. Protect during construction. Re -stripe and add signage as shown on plans. See Sheet A602, A603 and A604 for striping and signage location and details M B. Site elevations are per the topographic 00 - co shown on Sheet A001. All sidewalks will:°; CD Cn co (0 N be less than or equal to (5) 1/20. It will be , o the responsibility of the Contractor to o a co determine and/or verify path of travel Z ai a;; elevations so that no walkway exceeds 1/20 U .0 p � �„ L3 - in direction of travel. Cross slopes shall E o not exceed 2% (1/50). v 0 f- u. 2i C. All new concrete to be scored with tooled control joints at a maximum of 8'-0" o.c., 7'0 ' t i l event spaced, at walkways. In addition, Y p . place control joints at corners of benches, - intersections, etc, to minimize in -field fracturing. __...__..-........._...._.... _._.._.._ ..........__.._ D. Coordinate with Housing Authority for relocation of any existing irrigation lines KEYNOTES: SHEET A604 -- Vignette A.2: skv Rose Garden (East) Side 1. Accessible parking stall signage. See AROl� Details 6 & 7 on Sheet A004 2. Concrete tire stop. See Details 1 and 5 on Sheet A004 i 3. Accessible parking stall pavement marking. No. 1 558 See Detail 4 on Sheet A004 Nj�TEN. 02/ 01 FpFCpV4 4. Sidewalk at 97.0 elevation (level with existing top of curb at Authority Drive) 7. New concrete walkway at existing curb and _3,05 ,max gutter -verify length on site 10. Repair or replace landscaping damaged at all areas of construction - coordinate with Owner for any needed re -alignment of irrigation ' 11. Poured in place concrete bench - one of 1 of 8 at Rose Garden - see Detail 11, Sheet A004 13. Walkways to be 5-`0" minimum unless otherwise noted. Walkways to have light O 00 broom finish continuous in continuous N lengths of walkway. 14. Path of travel from Building to Parking ' Area and Mail Boxes 17. Line of Administration Building 20. Slope:5 1/20 to allow for access from 1=" p Building front (north) entry (elevation O , 99.21) to 97.0 elevation at sidewalk along •«-+ M Authority Drive N 20.1 Slope:5 1/20 to allow for access from approximately 98.0 elevation to grade at access aisle (assumed 96.5 elevation) (This }a CGU is a continuation of the sidewalk described in note 35 below) "'- 20.2 Slope :51/20 to allow for access from 97.0 elevation at sidewalk along Authority Drive to grade at access aisle (assumed 96.5 elevation) x. t 50,'p"Em 35. Slope 51/20 to allow for access from - - Building rear (south) entry (elevation O 99.21) to approximately 98.0 elevation c (This is a continuation of the sidewalk w described in note 20.1 above) N Q u 36. Protect existing utility pole during Q construction 37. Approximate topographic line at 98.0 (� U elevation - See Sheet A000 C/'1 z„ 'op U 38. All walkways at Rose Garden to be 5'-0" Q'; ►Z minimum unless otherwise noted w O G 39. Rose Garden Planting Area. Coordinate U H with Architect and H.A. staff for re- H w planting of existing Roses and Cannas �. 40. Line of existing tree - protect during Z S construction - trim as needed so that li! branches are a minimum of 80" above top op of planting areas 41. New pedestal type mail boxes with 19 w resident doors, mail slot and two parcel boxes - seven (7) total, allow 34" per box - Q See Specification Section 10 55 00 PEDESTAL MAILBOXES 42. Guy line from existing utility pole to J remain - protect during construction 43. Existing utility pole to remain - protect during construction+ o KpqR'('a'N- MCr, PLD G . 44. Install signage in line with the dividing line between the accessible stall and first standard stall; sign to read "Staff Only ; Parking" with arrow pointing to the remainder of the Rear (south) parking area . -- 45. Existing curb and gutter to remain. 'I Installation similar to Detail 6, Sheet A004 N8M I �(�L p�tM 46. Tooled control joint. See Detail 11.1, Sheet A004 f 47. Radius -line tooled control joint. See Detail" V 11. 1, Sheet A004 48. Inset compass rose. Coordinate with Q � Architect on supply and placement 49. Existing storm drain to remain SITE PLAN VIGNETTE A.2 -- 50. Relocated irrigation head (� w 51. Relocated utility vault Uj ROSE GARDEN (EAST) SIDE OF 52. Relocated electric vault U ADMINISTRATION BULDING s3. Existing irrigation back-flow to remain - ti04 Scale : '/a" = 1'-0" protect during construction 55. Concrete walk to be level with Access Aisle - approximately 96.5 elevation OEM- Contractor to verify on site DATE 1 Z . ?j j .Za 56. Standard parking stalls, 9'-0" x 18'-0" DRAWN BY F75 minimum, to be newly striped. All stall11tY MiT # _ be of equal width. Coordinate with BUTTE COUNTY DEVELOPMENT SERVICEa JOB JL0010 Architect if on-site conditions to not allow�E FOR SHEET�� for this exact condition P� ® t� F C� 57. New curb and gutter at sloped sidewalk DA V t M PL � �� /� 1 I U 4-6 0 • � ar till A°1 D w: sidewalks from West door at Community 33. New door and hardware at Furnace Room Room to public sidewalk of 25'-0". #2 t, Contractor to verify all sloped sidewalk 34. New door and hardware at Break Room runs to maintain:5 1/20 slope and achieve a 45. Existing curb and gutter to remain fall of 1.21' (from Administration Finish I 20 Floor at 99.21 to public sidewalk at 98.0 25. Distance between existing Community Room Door window - 2'-0" 11 n � I o ►-f : � !� i l.D I +�-C% , �I N�I� I-} 1'"�,�R = �j ,21 9-. 2 20 El .s._ ^sss.+.. . ;< .+rd.,'r',w�.� • W+v...w.. ^ySi.'.KI 'r�i.Cc.t :wL•,-+ "77y+" .iYY .. (w _ .x.�„ s`..,. . ^ •• au+-ee+'�a:....sv t4.srr,w..c,w .a r..K v.•....un,.+..-,rw•..,,wr,,,.....e,.e ....n .r. ...+.+.:.rwvm .;� ... .. .,<.r::w_:a..s..u.�:.a _ _ . 5— ySiA'.Nw.-•e.MR•: , - - •+N� .w w.LMkfn� .. :.l+.• - . r - v6N Fi e. • �Z • J 47.17 1-60 SITE PLAN VIGNETTE A.3 -- REAR (SOUTH) & WEST SIDE OF ADMINISTRATION BULDING Scale: '/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RVI FOR E MPLIA DAT"1- 0 0) � 0 w (D (2)r- 0000 2 a.) <� ' o M CO M �p U_ N (0 N NCO �ro0M (/? U s 6 vEa..- r"'�' a LL 7. ........................ ................. ........ _... �p ARcy�� PAT° C14558 Q, EN.02/201* FC N 26 Existing door to Community Room - KEYNOTES: SHEET A605 - Vignette A.3: existing hinges to remain but all other 0 Rear (South) and West Side hardware (closer, panic hardware, weather i. 8. Existing public sidewalk to remain stripping, door viewers, threshold) to be 0 N 10. Repair or replace landscaping damaged at replaced. See Sheet GO 10 for door and all areas of construction - coordinate with hardware schedules i Owner for any needed re -alignment of 27. If existing chain link fencing was removed 4 irrigation to facilitate construction, reinstall at 12. Slope concrete at corners to drain. Slope original location not to exceed 1/50 28.- Existing door to Furnace Room 42. Door Ott Wmom 13. Walkways to be 5-`0" minimum unless and closer to remain. Existing door U otherwise noted. Walkways to have light handle/lock to be removed and new Ui broom finish continuous in continuous accessible door and deadbolt to be ! x lengths of walkway. installed. See Door and Hardware • I Schedules on A502 t 0 17. Line of Administration Building 29. Re -install existing chain-link surround as 20. Slope -< 1/20 to allow for access from finish needed for new A/C condenser JOB 10010 _.._.._.._......._...-__....._,.._ floor elevation to grade. 30. New A/C condenser - Contractor to supply 22. Landings inside and outside new gate to be all new HVAC in a design -build method of level with existing public sidewalk delivery 23. New accessible fence gate with panic 31. Existing hose bibb - to remain unless new hardware and locking. Adjust existing HVAC and Plumbing (design/build) chain link fencing, adding new as needed to necessitate its relocation G accommodate this new gate 32. Existing gas service entry to remain unless 24. Radius of sloped sidewalk approximately new HVAC and Plumbing (design/build) 14'-6" minimum - need total run at sloped necessitate its relocation j A°1 D w: sidewalks from West door at Community 33. New door and hardware at Furnace Room Room to public sidewalk of 25'-0". #2 t, Contractor to verify all sloped sidewalk 34. New door and hardware at Break Room runs to maintain:5 1/20 slope and achieve a 45. Existing curb and gutter to remain fall of 1.21' (from Administration Finish I 20 Floor at 99.21 to public sidewalk at 98.0 25. Distance between existing Community Room Door window - 2'-0" 11 n � I o ►-f : � !� i l.D I +�-C% , �I N�I� I-} 1'"�,�R = �j ,21 9-. 2 20 El .s._ ^sss.+.. . ;< .+rd.,'r',w�.� • W+v...w.. ^ySi.'.KI 'r�i.Cc.t :wL•,-+ "77y+" .iYY .. (w _ .x.�„ s`..,. . ^ •• au+-ee+'�a:....sv t4.srr,w..c,w .a r..K v.•....un,.+..-,rw•..,,wr,,,.....e,.e ....n .r. ...+.+.:.rwvm .;� ... .. .,<.r::w_:a..s..u.�:.a _ _ . 5— ySiA'.Nw.-•e.MR•: , - - •+N� .w w.LMkfn� .. :.l+.• - . r - v6N Fi e. • �Z • J 47.17 1-60 SITE PLAN VIGNETTE A.3 -- REAR (SOUTH) & WEST SIDE OF ADMINISTRATION BULDING Scale: '/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RVI FOR E MPLIA DAT"1- 0 0) � 0 w (D (2)r- 0000 2 a.) <� ' o M CO M �p U_ N (0 N NCO �ro0M (/? U s 6 vEa..- r"'�' a LL 7. ........................ ................. ........ _... �p ARcy�� PAT° C14558 Q, EN.02/201* FC N 0 0 0 N i 4 0 Ott Wmom 0U w U Ui UM • C> U 0 DATE DRAWN BY; ! e2 JOB 10010 _.._.._.._......._...-__....._,.._ ...SHEET 0 i Ott Wmom U Ui Q. Li9 ®Q U 123 DATE DRAWN BY; ! e2 JOB 10010 _.._.._.._......._...-__....._,.._ ...SHEET .. `ems O � .i (�� �, � • , ,� ,� � 1 j10.I� I _ 46 • .Its __. .__._ _ hiyc F • 11 GENERAL NOTES A. The intent for the design of the new walkway to the Community Playground is to put it in the same, or similar, existing pathway created by children going to the playground. Adjust as needed; coordinate with Architect on final form prior to construction. B. Site elevations are per the topographic shown on Sheet A001. All sidewalks will be less than or equal to (<) 1/20. It will be the responsibility of the Contractor to determine and/or verify path of travel elevations so that no walkway exceeds 1/20 in direction of travel. Cross slopes shall not exceed 2% (1/50). C. All new concrete to be scored with tooled control joints at a maximum of 8'-0" o.c., evenly spaced, at walkways. In addition, place control joints at corners of benches, intersections, etc. to minimize in -field fracturing. D. All concrete to receive a light broom finish KEYNOTES: SHEET A606 - Vignette B: Accessible Side Walk to Community Playground 1. Concrete pad for Seating Area #1 - see Detail 8a, Sheet A004, for construction 2. 5'-0" long park bench - one of 4: 2 Seating Area #1 and 2 at Seating Area #2 - See Specification Section 32 90 00 Landscaping 3. Existing drainage ditch 4. Existing concrete retaining wall at drainage ditch 5. Existing manhole 6. Maintain a minimum of 2'-0" between new sidewalk and existing hedge - coordinate relocation of path with Architect if this is not feasible 7. Existing hedge - protect during construction 8. New side walk to Community Playground - maintain minimum of 5'-0' width entire length. See detail 8a, Sheet A004 for construction 9. New bollards (3) at parking pad on Staff Drive, one of 2 this parking area. See Detail 9, Sheet A004 10. At parking pad at Staff Drive: Existing concrete tire stop to be removed - grind edge smooth; stripe for one accessible stall and one access aisle. Striping similar to that shown in 1 on Sheet A004; also see Details 4, 6, 7 and 9 on Sheet A004 for signage and safety bollard requirements 11. Trim existing tree to minimum 80" above top of concrete walkway - protect during construction 12. Sloped sidewalk (5 1/20) to playground to be level with access aisle at parking pad at Staff Drive 13. Protect existing trees during construction 14. Parking pad, approximately 18' x 18' for 1531 and 1533 Sussex Avenue. 15. Surfacing at Community Playground 16. Concrete pad for Seating Area #2 - see Detail 8a, Sheet A004, for construction 17. Trash Receptacle, one of 2: one at Seating Area #1 and one at Seating Area #2 - see Specification Section 32 90 00 Landscaping 18. Bi -level drinking fountain - run water line from existing underground vault to the north of 1531/1533 Sussex Avenue. Provide drainage as required by drinking fountain manufacturer 19. Surfacing at Community Playground 20 Line of Community Playground equipment 21. Repair or replace landscaping damaged at all areas of construction - coordinate with Owner for any needed re -alignment of irrigation lines 22. Typical tooled control joints - See General Note C above and Detail 11.1 on Sheet A004 SITE PLAN VIGNETTE B -- ACCESSIBLE SIDEWALK TO COMMUNITY PLAYGROUND Scale: 1/8" =1'-0"_._ _ PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RVi ED FOR ODE P RY-- -- "._ - 7 i .. `ems O � .i (�� �, � • , ,� ,� � 1 j10.I� I _ 46 • .Its __. .__._ _ hiyc F • 11 GENERAL NOTES A. The intent for the design of the new walkway to the Community Playground is to put it in the same, or similar, existing pathway created by children going to the playground. Adjust as needed; coordinate with Architect on final form prior to construction. B. Site elevations are per the topographic shown on Sheet A001. All sidewalks will be less than or equal to (<) 1/20. It will be the responsibility of the Contractor to determine and/or verify path of travel elevations so that no walkway exceeds 1/20 in direction of travel. Cross slopes shall not exceed 2% (1/50). C. All new concrete to be scored with tooled control joints at a maximum of 8'-0" o.c., evenly spaced, at walkways. In addition, place control joints at corners of benches, intersections, etc. to minimize in -field fracturing. D. All concrete to receive a light broom finish KEYNOTES: SHEET A606 - Vignette B: Accessible Side Walk to Community Playground 1. Concrete pad for Seating Area #1 - see Detail 8a, Sheet A004, for construction 2. 5'-0" long park bench - one of 4: 2 Seating Area #1 and 2 at Seating Area #2 - See Specification Section 32 90 00 Landscaping 3. Existing drainage ditch 4. Existing concrete retaining wall at drainage ditch 5. Existing manhole 6. Maintain a minimum of 2'-0" between new sidewalk and existing hedge - coordinate relocation of path with Architect if this is not feasible 7. Existing hedge - protect during construction 8. New side walk to Community Playground - maintain minimum of 5'-0' width entire length. See detail 8a, Sheet A004 for construction 9. New bollards (3) at parking pad on Staff Drive, one of 2 this parking area. See Detail 9, Sheet A004 10. At parking pad at Staff Drive: Existing concrete tire stop to be removed - grind edge smooth; stripe for one accessible stall and one access aisle. Striping similar to that shown in 1 on Sheet A004; also see Details 4, 6, 7 and 9 on Sheet A004 for signage and safety bollard requirements 11. Trim existing tree to minimum 80" above top of concrete walkway - protect during construction 12. Sloped sidewalk (5 1/20) to playground to be level with access aisle at parking pad at Staff Drive 13. Protect existing trees during construction 14. Parking pad, approximately 18' x 18' for 1531 and 1533 Sussex Avenue. 15. Surfacing at Community Playground 16. Concrete pad for Seating Area #2 - see Detail 8a, Sheet A004, for construction 17. Trash Receptacle, one of 2: one at Seating Area #1 and one at Seating Area #2 - see Specification Section 32 90 00 Landscaping 18. Bi -level drinking fountain - run water line from existing underground vault to the north of 1531/1533 Sussex Avenue. Provide drainage as required by drinking fountain manufacturer 19. Surfacing at Community Playground 20 Line of Community Playground equipment 21. Repair or replace landscaping damaged at all areas of construction - coordinate with Owner for any needed re -alignment of irrigation lines 22. Typical tooled control joints - See General Note C above and Detail 11.1 on Sheet A004 SITE PLAN VIGNETTE B -- ACCESSIBLE SIDEWALK TO COMMUNITY PLAYGROUND Scale: 1/8" =1'-0"_._ _ PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RVi ED FOR ODE P RY-- -- "._ - 7 Q c 1 2to1 tr 5 o � Q �- m 0 co N � 5 ai a"- 2 a� 0) U r- N [t E Q .. - nn M• O C) v U U_ U 7 4-4 P3. ® � N 41 C) U o o U MO v' U O N O 4 _ 1 (�ife2 GDu�1C�l�G�IbI-� o" am "/ l Otaoe 10 1! F URNACEI ROOM ]41 ,a1-4 1 _ ' \� �j ,i �` � • iii 1 � � � �� � , � _J41 r ----- z�_' -�s~i ,• � I� � � - �i� I � 1 1 � �Y; u' L_ t I i i ----- FURNACE ROOM #1 ij IL I �,� �1 j� :. (�� i i w JL_..______ --_J 1 I J � 1.___-1 CL OFFICE #2 j OFFICE #3 ', f - - - - - - - -�_ 1 € 1 • � '.; � `, 1 1 �� I 1 � � � BREAKROOM ,I ( Ih -RtSTR00 . _ I . • _ � 1 1 l iii � RESTROOM 1 _.: 41 2 EQUIPMENT _ ________ _J L_= _1�------ ______-_, ODD HALLWAY 1 . HALLWAY #2 -------------------------------, Z ----------------------- ..4•------w-------------------T-------------------------------� 1 ( r ---------------------- L 31 1i. OFFICE _ OFFICE #5 y LOBBY — OFFICE #4 911 —} r g r m 4� T • F URNACEI ROOM ]41 ,a1-4 1 _ ' \� �j ,i �` � • iii 1 � � � �� � , � _J41 r ----- z�_' -�s~i ,• � I� � � - �i� I � 1 1 � �Y; u' L_ t I i i ----- FURNACE ROOM #1 ij IL I �,� �1 j� :. (�� i i w JL_..______ --_J 1 I J � 1.___-1 CL OFFICE #2 j OFFICE #3 ', f - - - - - - - -�_ 1 € 1 • � '.; � `, 1 1 �� I 1 � � � BREAKROOM ,I ( Ih -RtSTR00 . _ I . • _ � 1 1 l iii � RESTROOM 1 _.: 41 2 EQUIPMENT _ ________ _J L_= _1�------ ______-_, ODD HALLWAY 1 . HALLWAY #2 -------------------------------, Z ----------------------- ..4•------w-------------------T-------------------------------� 1 ( r ---------------------- L 31 1i. OFFICE _ OFFICE #5 y LOBBY — OFFICE #4 911 —} r g r 00 =` T • 00 B =` A Existing CMU wall Line of bearing wall should be verified on-site as needed. See "0" Sheets for reference �.�' There is Chrysotile asbestos in the floor tiles, floor tile mastic and Remove door and threshold, frame to remain in place. "popcorn" ceiling texture. All interior and exterior paint is assumed Remove 6840 window U_ Remove 3070 (+ allowance for new frame) for new door. Save CMU for re -use '—' B.1 All existing carpet, carpet baseboard, VCT and VAT and mastic to be N removed. "Popcorn" ceiling texture to be removed in area of existing Remove 3070 door and frame Restroom #1 (approximately 24 sq. ft.). B t` I~ Ott 1�� � I 1' rI ,II .r ~ti:•• .. e®— t 14.11 lir h n A n n rr [ e) W h n L AI' 0 DEMOLITION PLAN WALL LEGEND =` A Existing CMU wall Line of bearing wall should be verified on-site as needed. See "0" Sheets for reference Wall or component to be removed There is Chrysotile asbestos in the floor tiles, floor tile mastic and Remove door and threshold, frame to remain in place. "popcorn" ceiling texture. All interior and exterior paint is assumed Remove 6840 window U_ Remove 3070 (+ allowance for new frame) for new door. Save CMU for re -use '—' B.1 All existing carpet, carpet baseboard, VCT and VAT and mastic to be Remove and save for relocation main electricp anel removed. "Popcorn" ceiling texture to be removed in area of existing Remove 3070 door and frame Restroom #1 (approximately 24 sq. ft.). 13.2 All other occurrences of "popcorn" ceiling texture will be 11 encapsulated with paint. t` I~ Ott 1�� � I 1' rI ,II .r ~ti:•• .. e®— t 14.11 lir h n A n n rr [ e) W h n L AI' 0 DEMOLITION PLAN WALL LEGEND =` A Existing CMU wall Line of bearing wall should be verified on-site as needed. See "0" Sheets for reference Wall or component to be removed DEMOLITION FLOOR PLAN GENERAL NOTES Mark Keynote A All dimensions are based on original 1962 and 1970 drawings and Line of bearing wall should be verified on-site as needed. See "0" Sheets for reference B There is Chrysotile asbestos in the floor tiles, floor tile mastic and Remove door and threshold, frame to remain in place. "popcorn" ceiling texture. All interior and exterior paint is assumed Remove 6840 window to be lead based paint. See HAZMAT protocols found in the Project Remove 3070 (+ allowance for new frame) for new door. Save CMU for re -use Manual. B.1 All existing carpet, carpet baseboard, VCT and VAT and mastic to be Remove and save for relocation main electricp anel removed. "Popcorn" ceiling texture to be removed in area of existing Remove 3070 door and frame Restroom #1 (approximately 24 sq. ft.). 13.2 All other occurrences of "popcorn" ceiling texture will be Remove existing air conditioning condenser -- Remove as needed and save chain link surround for re -use encapsulated with paint. C During demolition, provide temporary support for ceilings, beams Existing telephone panels to remain in place and roof when bearing walls are removed. D Existing standing seam metal roofing to remain in place. Remove all Remove existing 8030 window and frame existing mechanical and plumbing vent stacks and patch roof. Cut Gut Equipment Room of all telephone, data, etc. wiring roofing and roof structure as well as ceiling for installation of (3) 10" Existing clerestog windows to remain in place diameter tubular skylites -- see Floor Plan, Sheet A127, for locations Verify minimum of 2'-0" separate door and adjacent window in Women's Room (two skyiites) and Men's Room (one skylite). E All Mechanical, Plumbing and Electric work to be delivered through Remove concrete patio. See Sheet A601 for complete demolition plan of flatwork at front (north) of building and Sheet A004 for new flatwork and concrete forms a designibuild method. See floor plan and reflected ceiling plans for Steel posts to remain existing and suggested new locations for new HVAC, plumbing and Existing storefront door to remain; remove existing push and pull bars, lock and security plate, and threshold electric fixtures. All lighting fixtures to be new except exterior Remove Reception desk and security panel lighting which will remain as is. Re -use existing wiring if compliant Remove electrical chase and drywall behind it -- wiring to be relocated into the wall with the CBC 2010 and related Mechanical, Plumbing and Electric NOT USED Codes. F The Housing Authority reserves the right of first refusal on all Remove existing furnace and gas service (cap for reuse 'at new Furnace Room #1) appliances, fixtures and fittings scheduled for removal. Coordinate Remove wall hung lavatory, fittings and all piping with Authority for storage of selected items. G The building will be gutted to allow for new construction. Remove existing water heater Demolition will include listed work items, items noted on the Remove existing laundry tray drawings, and any other demolition necessary to make the building Remove existing upper and lower cabinets, countertop and backsplash, sink and all fittings and plumbing lines ready for new construction. DEMO FLOOR PLAN KEYNOTES Mark Keynote 1 Line of bearing wall 2 Remove existing concrete stoop. 3 Remove door and threshold, frame to remain in place. 4 Remove 6840 window 5 Remove 3070 (+ allowance for new frame) for new door. Save CMU for re -use 6 Remove abandoned panels 7 Remove and save for relocation main electricp anel 8 Remove 3070 door and frame 9 Existing gas service entry 10 Remove existing air conditioning condenser -- Remove as needed and save chain link surround for re -use 11 Hose bib and water service entry 12 Existing telephone panels to remain in place 13 Remove furnace -- cap gas supply until new furnace is installed 14 Remove existing 8030 window and frame 15 Gut Equipment Room of all telephone, data, etc. wiring 16 Existing clerestog windows to remain in place 17 Verify minimum of 2'-0" separate door and adjacent window 18 Existing door and hinges to remain; remove door knob/lock, closer, weather-stripping and threshold .19 Remove concrete patio. See Sheet A601 for complete demolition plan of flatwork at front (north) of building and Sheet A004 for new flatwork and concrete forms 20 Steel posts to remain 21 Existing storefront door to remain; remove existing push and pull bars, lock and security plate, and threshold 22 Remove Reception desk and security panel 22.1 Remove electrical chase and drywall behind it -- wiring to be relocated into the wall 23 NOT USED 24 Remove existing subpanel 25 Remove existing furnace and gas service (cap for reuse 'at new Furnace Room #1) 26 Remove wall hung lavatory, fittings and all piping 27 Remove existing flush valve toilet, fittings, etc. 28 Remove existing water heater 29 Remove existing laundry tray 30 Remove existing upper and lower cabinets, countertop and backsplash, sink and all fittings and plumbing lines 31 . Remove existing range, hood and hood flue, stainless steel wall guard. Cap and abandon gas supply 31.1 Remove existing lower cabinet and countertop 32 Remove existing tank -type toilet 33 Remove existing drinking fountain 34 Remove portion of existing CMU wall 35 Existing 6 x 6 posts and architectural wrap to remain -- protect during demolition VVlJ � %00k IVIr1-..InI %J1:; 0 45 O � � a •-r < p �U O.. � < 11.1 z p I C 0 C1 LLJ u:. :i e l rx w 0 0 45 O � � ONO 'I �U O.. � � p L) C O N rx w Z Z� O E� w Q Q ' F—� 0 .5 • Lts! �7 0 LO 00 P4 U DATE: DRAWN BY --PP, .. JOB 10010 ............... _.......... .... ._..... .... ...... SHEET ........... UL 1�1 L ,00H gut V -` �7 62omco l� 77 02 GENERAL NOTES: REFLECTED CEILING PLAN A All Mechanical, Plumbing and Electric work to be delivered through I a design/build method. See floor plan, reflected ceiling plan and 2 original drawings (designated "O" in the drawings set) for existing 3 and suggested new locations for new HVAC, plumbing and electric 4 fixtures. Re -use existing wiring if compliant with the CBC 2010 and 5 related Mechanical, Plumbing and Electric Codes. B Existing light fixtures to remain as feasible in Break Room, 7 lRemaining Manager's Office, Office #1, Storage #2.and Community Room. 8 Contractor to assess viability of fixtures and if less than one year, 9 replace with new fixtures C Replacement and new fixtures to be as close as possible to "in-kind" D All new fixtures to be switched and lamped according to 2010 Center fixture in space building codes and Title 24 Energy Efficiency`requirements E All ceilings, except as designated on the reflected ceiling plan, are 13 flat at 8'-8" A.F.F. F. There is Chrysotile asbestos in the floor tiles, floor tile mastic and 15 "popcorn" ceilings. All interior and exterior paint is assumed to be 16 lead based paint. See HAZMAT protocols found in the Project G Existing standing seam metal roofing to remain. Cut openings for 18 new tubular skylights (3 total) and for new venting. Patch roof 19 where existing venting was removed. H Switching for rest room light will have motion detector activation. 21 Motion detectors will be on timers for night hours only. In addition, 22 sensors will be installed to measure light levels emitted by skylights 23 INew and windows so that lights activate when natural light levels fall 24 below acceptable limits. Light level sensors will be on timers for I Rest rooms vent fans to have a sone rating of 5 1 while having 26 adequate CFM to ventilate the space 27 See Sheets A602 and A605 for new flatwork at rear (south) and side (west) of building 28 KEYNOTES: REFLECTED CEILING PLAN Mark Keynote I Existing wall mount exterior fixture -- install light sensor (L.S.) with manual over -ride 2 Three (3) existing recessed light fixtures -- change housings to accept plug-in CFL lamps -- change trim to match new recessed light fixture in Manager's office (see Keynote #8 below) 3 New wall mount exterior light fixture to be wired for light sensor with manual over -ride 4 1 of 2 recessed fluorescent light fixtures -- relocate to center fixtures in new, smaller space 5 Remove existing glass dish/incandescent light fixture. Install new recessed fluorescent light fixture 6 Remove one of 6 existing pendant fluorescent light fixtures 7 lRemaining pendant light fixtures to remain 8 New recessed light fixture with plug-in CFL lamp. Trim at this fixture to match trim at existing 3 -fixtures described in keynote #2 9 Three (3) existing pendant light fixtures to remain 10 Line of dropped ceiling Smoke detector or carbon monoxide detector Patch all ceilings and floors where walls have been removed. Floors Center fixture in space to be ground smooth to accept new flooring * All dimensions are based on original 1962 and 1970 drawings. See ELECTRIAL SPECIFICATIONS FROM THE BUILDING DEPARTMENT The Contractor shall be responsible for creating all documents required for permitting by the County of Butte, for both the Administration Building and the Residential Units, including, but not necessarily limited to: REFLECTED CEILING PLAN LEGEND E1 Existing recessed fluorescent fixture E2 Existing pendant fluorescent fixture ( ) Suggested location for recessed light —�� Suggested 4' fluorescent strip and cap O10" diameter tubular skylite termination related Mechanical, Plumbing and Electric Codes. Existing clock to remain Ej Suggested location for strobe/siren alarm QSuggested location for telephone or data flooring manufacturers Existing recessed light fixture Rest rooms vent fans to have a sone rating of <_ 1 while having Existing glass dish diffuser and incandescent fixture so co Smoke detector or carbon monoxide detector Patch all ceilings and floors where walls have been removed. Floors Center fixture in space to be ground smooth to accept new flooring * All dimensions are based on original 1962 and 1970 drawings. See 13 At t Administration Building 1. An electrical plan showing the proposed location of the electrical service panel and 7• Provide Title 24 LTG calculations; 7 meter, single -line diagram, panel schedule with connected loads and circuit identification; 8. Provide and clearly show the Title 24 mandatory measures for area controls, multi-level 2. Show that all exterior receptacles are WP/GFCI protected per the 2010 CEC Article lighting controls in rooms greater than 100 square feet and, if applicable, daylight area 210.8 (B) (4) and 406.8 (A) and (B); controls per 2010 CEC (2008 BEES) Sections 131(a) 131(b) and 131(c). 3. Show that all receptacles in restrooms shall be GFCI protected per the 2010 CEC Article - 10.8 (B) (1); 4 ` Show location of all exit signs (exit signs are required per CBC 1011.1); 5. Show two sources of power for exit signs per CBC 1006.3; Show that light switches and receptacles comply with CBC 11'17B.6 for height and operation requirements; PERMff # BUTTE COUNTY D =VELOf'MENT SERVICES R � E C®D. : a �: ;!►I %S GENERAL NOTES: FLOOR PLAN A All Mechanical; Plumbing and Electric work to be delivered through I a design/build method. See floor plan, reflected ceiling plan and 2 original drawings (designated "O" in the drawings set) for existing 3 and suggested new locations for new HVAC, plumbing and electric 4 fixtures. Re -use existing wiring if compliant with the CBC 2010 and 5. related Mechanical, Plumbing and Electric Codes. B At areas of new concrete, after curing and prior to installing new 6.1 flooring, test that moisture content is within the limits set by the 7 flooring manufacturers C Rest rooms vent fans to have a sone rating of <_ 1 while having 9 adequate CFM to ventilate the space D Patch all ceilings and floors where walls have been removed. Floors 11 to be ground smooth to accept new flooring * All dimensions are based on original 1962 and 1970 drawings. See 13 "O" Sheets for reference FLOOR PLAN KEYNOTES: MarkKeynote j i I Infill 6-8" x 4'-0" where window was removed with glass block 2 Relocated electrical main panel 3 Infill T-0" x 7-0" space where door was removed: top 3430 to be infilled with glass block; bottom 3440 to be infilled with CMU saved from other demolition. Block out for new t.p.holder, waste, and toilet seat cover dispenser at accessible stall in Women's Room 4 lExisting gas service entry 5. New A/C condenser on existing pad with re -installed chain link 6 Existing hose bib and water service entry -- connect to new water lateral at vault to rear of building 6.1 Existing hose bib 7 Existing phone panels 8 New gas furnace -- at Furnace Room #2, verify that existing gas supply and electric source are adequate for new furnace and are code compliant 9 Recessed paper towel dispenser and waste receptacle 10 Through -partition t.p. holder, waste and toilet seat cover dispenser 11 Recessed t.p. holder, waste and toilet seat cover dispenser 12 Existing clerestory glass 13 Existing CMU partition 14 Existing steel posts 15 1 See Sheet A602 and A603 for new flatwork at front (north) of building 16 Reception desk and security panel -- see Interior Elevations on Sheet A613 17 Break Room coffee bar -- see Interior Elevations on Sheet A613 18 Shelf and pole: 18" of length of shelf and pole to be set at maximum 48" A.F.F.; remainder of length to have shelf and pole set at 66" A.F.F. 19 Install all data & telephone boards, relocate subpanel, etc., in this room. Install new subpanel if needed 20 New gas supply and electric for new gas furnace 21 Community Room coffee bar. 22 New water heater with gas and electric connections 23 INew mop sink - 24 Existing 6 x 6 post with architectural surround at base 25 Install glass block where window was removed 26 Fill HVAC register opening with concrete at abandoned in -floor heating system (1 of 4) -- pour as structural slab with tie-in's to 27 See Sheets A602 and A605 for new flatwork at rear (south) and side (west) of building 28 Accessible transition strip between carpet and VCT flooring 29 Install gypsum board at end of CMU wall. At Storage Room #2 and Community Room corner, terminate with 3/4" diameter stain grade wood molding 30 Install floor drain and connect to existing drainage system. See original drawings for locations of sewer lines -- locations may have changed over time `BARNAR No. C14558 NA EN. 02/201; j i 2 x 4 or 2 x 6 @ 16" o.c., 1/2" gypsum board each face or at one face when in a furred condition O C) blow C) `r CC) New framed wall -- see Partition Legend � (C) co r W. - I E `U-�N(o� UQ��rO f� 00 !C _.�N (O cu N C fl - CU .. U p t- 0) �.EcELLJ� 2 X 4 @ 16" o.c., 1/2" gypsum board on conditioned face L (1) o i { vUI LL `BARNAR No. C14558 NA EN. 02/201; PARTITION �LEGEND _ 2 x 4 or 2 x 6 @ 16" o.c., 1/2" gypsum board each face or at one face when in a furred condition O � blow 2 x 4 or 2 x 6 @ 16" o.c., 1/2" gypsum board each face -- New framed wall -- see Partition Legend Y�1L�lllJ gypsum board to be moisture resistant at Break Room and f� - O I - walls in Men's and Women's Rest Rooms and Utility Room 2 X 4 @ 16" o.c., 1/2" gypsum board on conditioned face i { (moisture resistant at rest room walls); on Furnace Room #1 face, 1/2" CDX plywood over 5/8" Type X gypsum DATE .12/31/2013 board (similar construction at Furnace Room #1 ceiling PB ii JOB 70010 W F,h 1 SHEET ........_»._......__...__..__._..._. �--� r PARTITION �LEGEND _ 2 x 4 or 2 x 6 @ 16" o.c., 1/2" gypsum board each face or at one face when in a furred condition i f 27 blow 2 x 4 or 2 x 6 @ 16" o.c., 1/2" gypsum board each face -- New framed wall -- see Partition Legend Y�1L�lllJ gypsum board to be moisture resistant at Break Room and f� - Community Room coffee bar plumbing walls and at all ® - walls in Men's and Women's Rest Rooms and Utility Room 2 X 4 @ 16" o.c., 1/2" gypsum board on conditioned face jI (moisture resistant at rest room walls); on Furnace Room #1 face, 1/2" CDX plywood over 5/8" Type X gypsum DATE .12/31/2013 board (similar construction at Furnace Room #1 ceiling NEW FLOOR PLAN WALL LEGEND PCO Existing CMU wall or framed wall i f blow New framed wall -- see Partition Legend Y�1L�lllJ Infill matching CMU where window or door has been removed f� = New insulated framed wall between Furnace Room #1 (non -conditioned space) and interior of building (conditioned space ® - New glass block at existing opening where door, or window was removed PCO i i f blow I f� I O i jI tBCS:I i blow U O DATE .12/31/2013 DRAWN BY PB JOB 70010 1 SHEET ........_»._......__...__..__._..._. S� M, 0 �1 C� tJl A to N 'v p M 00 M CT r cn M w r ►-. M O Z 0 .. O x x z V/ 0 i� C) ' S� 0 �1 C� tJl A w N M p M 00 �1 CT X cn M w r ►-. M < O x x z V/ 0 Sy •. CD Z 1 -P cn Z S� O PROJECT;: ( SHEET: ( OWNER: s -- �d{ GDLEY F11I:/I LABOR 3 aye Z3 o , R.�g Housing Authority of the �,, z �.. t a N X# .*< m o a t9 N HOUSING ADMINISTRATION BUILDING County of Butte ° _ _P13A EXTERIOR ELEVATIONS " -Q 34174 n N Carmichael, CA 95608 2039 Forest Avenue a� D a} , E. ��� Qpm € Telephone: (916)283-4690 t ` ' -n co x x Chico, CA 95928 .,9 ;, _.____ �dE ( ) FAX' 916 283-4691 I GRIDLEY, CA l Mobile: (916)601-1888 I ..._ I �1 a tJl A w N .�. p �O 00 �1 CT N+ cn A w N ►-. x x x Z -P cn Z -P� .A, -P� P c +P o .ro .r 7C EDX CL �*: O fD X 0N C�D iC �� A O CD C (D 00 p 00 �O �O 0o y p �. 10 M 0 �. ID 0 V5 Cr UQ [n r [n 9 C1> to (n Cn Cr (:r Oi O o > WG_ m O O T " . C O �C 0 O CSO + ��A"h w x O A x x X' O En A 0 0 rn "� O q[J rn M �7 pi �' CD p ((q �_. CD O '�. 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O �. !D CD 9 CCD C C a- Q- `. o 0 CCD e.. c�D CD (7 w0 o.. cta w 0, �. a .. g CL O o o v, (n :v ^ 1 InLl A „t O PROJECT;: ( SHEET: ( OWNER: s -- �d{ GDLEY F11I:/I LABOR 3 aye Z3 o , R.�g Housing Authority of the �,, z �.. t a N X# .*< m o a t9 N HOUSING ADMINISTRATION BUILDING County of Butte ° _ _P13A EXTERIOR ELEVATIONS " -Q 34174 n N Carmichael, CA 95608 2039 Forest Avenue a� D a} , E. ��� Qpm € Telephone: (916)283-4690 t ` ' -n co x x Chico, CA 95928 .,9 ;, _.____ �dE ( ) FAX' 916 283-4691 I GRIDLEY, CA l Mobile: (916)601-1888 I ..._ I 2. MEN'S ROOM ` Scale = 1/2" = V-0" South Elevation West Elevation - - North Elevation at Accessible Stall i West Elevation "R INTERIOR ELEVATION GENERAL NOTES Mark Ke ote A See Sheet A502 for door hardware schedule and Section 08 7100 of the specifications for manufacturers and products B See Sheet A504 for required clearances at plumbing fixtures and other components C See Specification Sections 15 00 00 and 16 00 00 for design/build requirements and schedules of fixtures and fittings for all Mechanical, Plumbing and Electrical work C=) o tr ao N(pMrCo U tl1 Co 4-� INTERIOR ELEVATION KEYNOTES Mark Keynote 1 Accessible depth lavatory 2 Plastic laminate countertop, edge and 4" backsplash -- edge to backsplash to be continuous, no seams. No bullnose at edge 3 Recess paper towel dispenser / waste receptacle 4 Floor mounted plastic laminate toilet partition 5 6" rubber base 6 Toilet seat cover / toilet paper dispenser with waste receptacle 7 jAccessible height flush -valve toilet 8 lGrab bars -- install backing per manufacturer's recommendations 9 11/8" thick high pressure laminate wainscot to 4'-0" AFF with extruded aluminum top edge (use longest available runs) 10 6" x 8" glass block at existing window opening 11 Moisture resistant gypsum board at all walls and ceilings 12 Urinal 13 Door closer 14 Door pull 15 Door kick late 16 Awning -style access door in shroud over lavatory 2iping 17 Plate mirror: width of lavatory counter; height: from top of backsplash to bottom of light cap 18 Standard height toilet 19 Partition mounted, double sided toilet seat cover / toilet paper dispenser with waste receptacle 20 Plastic laminate urinal screen 0 O p OZUNU PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODCODF COMPLIA CE DA BY j t�6�2 V1 Moo) 4) C=) o tr ao N(pMrCo U tl1 Co 4-� r C CO oUC� C O r � U J_ -p E c -- a 0 j t�6�2 V1 4) O O 11 4-� Ow O � w� 0 N wz H� bA C) O U . ' ;Z O 0 O p OZUNU j t�6�2 V1 O O 11 z>z Ow �a w� How wz H� E-+ W f lima P1O1� V J Ui [V] F -i Q o r�� r� UO W'ZS.aQ'., x+12/31/2013 V DATE DRAWN BY PB JOB 1001.0 SHEET._.._.�.....-....�.._._._....... j t�6�2 3. ANAGER'S OFFICE Scale = 1/2" = V-0" A. CURB AT OFFICE #1 / LOBBY SECURITY PANELS Scale = 1-1/2" = l'-0" 314111 of r Y INTERIOR ELEVATION GENERAL NOTES Mark Keynote A See Sheet A502 for door hardware schedule and Section 08 7100 of the . specifications for manufacturers and products B See Sheet A504 for required clearances at plumbing fixtures and other components C See Specification Sections 15 00 00 and 16 00 00 for design/build requirements and schedules of fixtures and fittings for all Mechanical, Plumbing and Electrical work D See Specification Section 12 30 00 Casework, Appendix C, for cabinet schedule Plastic laminate desk top and edge F Sliding 5/8" thick veneered -all -sides panel door at pass-through can slide 12" in track before being able to be removed G Brushed chrome finish track for sliding pass-through door H INTERIOR ELEVATION KEYNOTES Mark Keynote 1 Single lite French door, single pane, tempered glazing 2 Dead bolt 3 Non-locking lever handle 4 lKickplate 5 1 Stain grade wood baseboard 6 1/2" gypsum board 7 Stain grade casing 7.1 3/4" cast acrylic clerestory 7.2 8030 XO single pane window in mill -finish aluminum frame with nailing fin and 24" venting panel -- venting panel to be tempered glass 8 Existin CMU 9 Existing casework 10 Plastic laminate countertop and edge -- continuous from edge to curb, no seams at edge 11 "Liberty" Bauhaus 1-1/2" stainless steel cabinet know, #P0214H-SS-C, at sliding door at curb pass-thru opening -'See Detail A this sheet 12 ICabinet with (2) drawers and (1) file drawer 13 Veneered panel at back of seating space 14 Line of Office #1 side 1-1/4" cast acrylic securing panel -- T-0" wide, Y-0" tall, with top corners 3" radius 15 Line of Lobby side security panel opening -- opening 18" wide, 21" high, with top corners 3" radius 16 1-1/4" cast acrylic security panel 17 Existing clock to remain 18 Interconnected entrance lock and lever handle 19 Kick late 20 Oen 21 6" curb at security panel 22 Support bracket, 1 of 2: "Knape & Vogt" #1187BP WT 16 heavy duty bracket in warm white 23 Ledger at CMU at 45° countertop 24 Ledger at wall/countertop 25 Existing storefront 26 One of seven standoffs: "Gyford Standoff Systems": barrel #SO -2 and #SO-SC10 1-1/4" caps, all in brushed clear anodized finish 27 IFurred 2x4 partition 28 Refrigerator/freezer with ice maker installed 29 ADA compliant double stainless steel sink, 18 gauge 30 Access panel at i e- rotectin shroud -- see Detail 37 on Sheet A704 31 4" rubber base 32 Microwave oven 33 2x4 wall between Utility and Community Rooms 34 Door closer 35 One -lite French door 36 Panic hardware 37 Door casing 38 Mop sink 39 Stainless steel backs lash 40 4x8 glass block at existing opening (window removed 41 Moisture resistant gypsum board at plumbing wall; at Utility Room, moisture resistant gypsum board at all walls and ceiling 42 New gas water heater 43 New faucet at mop sink with ADA compliant handles 44 2x4 wall between Utility and Community Rooms DETAIL A KEYNOTES A T-0" x T-0" x 1-1/4" thick cast acrylic panel -- top corners 3" radius B Brushed chrome finish mounting track -- set panels in acrylic compatible glazing compound C Standoff (1 of 7) — See keynote 26 forspecification D Plastic laminate at top and edges of security panel curb -- at pass-through, plastic laminate at bottom of top member E Plastic laminate desk top and edge F Sliding 5/8" thick veneered -all -sides panel door at pass-through can slide 12" in track before being able to be removed G Brushed chrome finish track for sliding pass-through door H Drawer at lower cabinet I Pull at sliding pass-through door: "Liberty" Bauhaus 1-1/2" stainless steel know, 4P0214OH-SS-C -- available at Home Depot J Plastic laminate to run continuous through pass-through K Back of lower cabinet L _ 2x4 @16" o.c. partition under security panels -- block for brackets at Lobby side M Veneered panel below countertop at lobby side N 2x6 top at security panel curb 0 Support bracket — See ke note 22 forspecification P Plastic laminate top and edge at Lobby side seating counter Q 1-1/4" thick cast acrylic security panel set in compatible glazing compound in brushed chrome finish moup_ting tracks (4 sides) R 11-1/2" MDF countertop — continuous from Lobby leading edge to Office #I leading edge •� tU p w 0 M 23 00 LO 00 �CO�?r 00 00 ` 0) N (0 UQcov o Q oUvCO CT C '15 � T (j U 0 S�X rUHtQi F!IZI,�`.",* OU I* 1 / tU p w 00 • O Q ✓ CT '15 C) (j ZZ biJO w OU U C Q a"ZUcvU O O M p •� C7 p Z Q � C) (j ZZ � w w U C W � ` Lj d ® L0 1:4 U co U DATE 12/31/2013 DRAWN BY P8 JOB 10010 SHEET ...._........�_.....�..,_.. �Ax 6 1 III e I • i i - .- .._- - A P�Dp. A - _M.U4fP-_LG (a 7�.IZ �a F It - - - - - -- - - _ - - � .�.. �� �G%.��__ k�1e�*�D__L►�SI�[-6- _ -off _._.:..__;.::._... _ � �° � � — A�-t,�-(gypX�i ��_ E. _ u� 1 k�re? R. ISN _ _......._ Zfi�llt� f Idh L`(i7}./LLD _ i :.. UGGO..__._.._._.__. _- --- _._ _. - .._..__..._.. ;-+�._ ._}1.�p _. a o -= - - -.._ _ _..._ - - _ G©A (fir ._�-� a(N Vii_.`�j� h'E1ALN._- �'- �T n�f�f-- r��. -N►�- �vlaG - -nuc-��T� rth R ;� . (..DGI _ . �-i{.� . _ __ . ..... _ -D..- L� d _. _ ��_ _. __ _._._.....---- -- - ter• '� i 0 w o • Krlwfl r aE N 6- Pli, MAP . - Lo X -Acs T fi _ - , NEIN! WALL PARALLEL TO (E) RAFTER Occurs at Plan Types Aa, Da, Ga and Ha SCALE: 1-112" = 1'-0" OF --V - _ • __a CJ 1•N �(� _ ..__ _..,___._..._... ..__2�$._.�/k'-`?�L�.. Pte. � - - - - - - - - - - - - - - - - - - - - - - - - - - '"'�.`. ._._ � i _.... .__-_._._.._..___tee--. .... . .:._.. Qom. ti � • rc d 7-7 _ ; , k D-- u� t1 G- _t1.t� ..L>✓.Go1�I �. _ : >._ �M L60 elbtu- __..... _._ ::u.:�EW. - -1 A — , • - -��N - _ ___.:. _ .• _. - - - . _. ..___...___ .ice__ �•�N. t.w.. NEW WALL PERPENDICULAR TO (E) RAFTER . Pi SCALE: 3" = 1'-0" ....... .. , _ lN, _ ir �-L� ION �>,L � _ i >< ::__l - �:; .. - f� [•�-C ... - _ .:::: _ (E) NEW LATWORK T1E-INCou�E(� _. I i —.-LE SCALE: 1-1/2" —1 -0 i �._ _ CSD t�(•� N ._ pt� - _ i .. _. ._7cII..11...•.. . _. - �_-..__ V ILfa Cj 14 _--_-._ - ----- � �" -,�b�� . .__.__.--• _. . W T^ Li PERMIT SERVICES ^" BUTTE COUNTY DEVELOPMENTS . . REhlI RUED FOF -.:.. a �► � pfd: -. � : tl`�' _ .. �� � -� � .. E '��'t� -f-�-u-�Qt,F� � S'•�•�/..t'�._i`fr�4ti1. 1 51, C Ol�1PLIA ---- ------------ --- - ! -_ _ _ _ :_ - _ _ DATE=:; 12/31/2013. TYPICAL EXTERIOR WALL FINISH RAFTER END CAP (SADDLE) NEW POST AT DEFLECTED FRONT BEAM DR BY .' PB . JOB 10010 SCALE: 3" =1'-0" SCALE: 3" = 1'-0" Occurs at all Plan Types Ga, Gs, Ha, Hs and at 880 Authority Drive SCALE: 1-112" =1'-0" SHEET = W 4-5N H W N o� I� U � � C) •� 0,� o O O o 'a o U.CAU '"'�.`. ._._ � i _.... .__-_._._.._..___tee--. .... . .:._.. Qom. ti � • rc d 7-7 _ ; , k D-- u� t1 G- _t1.t� ..L>✓.Go1�I �. _ : >._ �M L60 elbtu- __..... _._ ::u.:�EW. - -1 A — , • - -��N - _ ___.:. _ .• _. - - - . _. ..___...___ .ice__ �•�N. t.w.. NEW WALL PERPENDICULAR TO (E) RAFTER . Pi SCALE: 3" = 1'-0" ....... .. , _ lN, _ ir �-L� ION �>,L � _ i >< ::__l - �:; .. - f� [•�-C ... - _ .:::: _ (E) NEW LATWORK T1E-INCou�E(� _. I i —.-LE SCALE: 1-1/2" —1 -0 i �._ _ CSD t�(•� N ._ pt� - _ i .. _. ._7cII..11...•.. . _. - �_-..__ V ILfa Cj 14 _--_-._ - ----- � �" -,�b�� . .__.__.--• _. . W T^ Li PERMIT SERVICES ^" BUTTE COUNTY DEVELOPMENTS . . REhlI RUED FOF -.:.. a �► � pfd: -. � : tl`�' _ .. �� � -� � .. E '��'t� -f-�-u-�Qt,F� � S'•�•�/..t'�._i`fr�4ti1. 1 51, C Ol�1PLIA ---- ------------ --- - ! -_ _ _ _ :_ - _ _ DATE=:; 12/31/2013. TYPICAL EXTERIOR WALL FINISH RAFTER END CAP (SADDLE) NEW POST AT DEFLECTED FRONT BEAM DR BY .' PB . JOB 10010 SCALE: 3" =1'-0" SCALE: 3" = 1'-0" Occurs at all Plan Types Ga, Gs, Ha, Hs and at 880 Authority Drive SCALE: 1-112" =1'-0" SHEET = W H W N I� U � '"'�.`. ._._ � i _.... .__-_._._.._..___tee--. .... . .:._.. Qom. ti � • rc d 7-7 _ ; , k D-- u� t1 G- _t1.t� ..L>✓.Go1�I �. _ : >._ �M L60 elbtu- __..... _._ ::u.:�EW. - -1 A — , • - -��N - _ ___.:. _ .• _. - - - . _. ..___...___ .ice__ �•�N. t.w.. NEW WALL PERPENDICULAR TO (E) RAFTER . Pi SCALE: 3" = 1'-0" ....... .. , _ lN, _ ir �-L� ION �>,L � _ i >< ::__l - �:; .. - f� [•�-C ... - _ .:::: _ (E) NEW LATWORK T1E-INCou�E(� _. I i —.-LE SCALE: 1-1/2" —1 -0 i �._ _ CSD t�(•� N ._ pt� - _ i .. _. ._7cII..11...•.. . _. - �_-..__ V ILfa Cj 14 _--_-._ - ----- � �" -,�b�� . .__.__.--• _. . W T^ Li PERMIT SERVICES ^" BUTTE COUNTY DEVELOPMENTS . . REhlI RUED FOF -.:.. a �► � pfd: -. � : tl`�' _ .. �� � -� � .. E '��'t� -f-�-u-�Qt,F� � S'•�•�/..t'�._i`fr�4ti1. 1 51, C Ol�1PLIA ---- ------------ --- - ! -_ _ _ _ :_ - _ _ DATE=:; 12/31/2013. TYPICAL EXTERIOR WALL FINISH RAFTER END CAP (SADDLE) NEW POST AT DEFLECTED FRONT BEAM DR BY .' PB . JOB 10010 SCALE: 3" =1'-0" SCALE: 3" = 1'-0" Occurs at all Plan Types Ga, Gs, Ha, Hs and at 880 Authority Drive SCALE: 1-112" =1'-0" SHEET = . 64 TI I .�ii�01-l.tili'{ { A L�Ati . ..... .... Q__ e 10 11 , 0— A 00 "r OD COD (0 C m CJ _T L< < cc',) I.-, ;5� m(00) N . Lj CL' 7-4 MI.145F.m 0__ .7 T17 Sa Ir Te Ivo 17 x fz' (0 D 5 I L _12 D 4 A by 0 or Hew O 0—O .1:! _,U04y 0, Awn P id I-irm T FU FO L3 ;r 4F* t1l) 4 4.7 as . ...... ...... WINDOW SILL ABOVE KITCHEN SINK SCALE: I fig kn REPAIR AT DAMAGED RAFTERS CONTROL JOINT 1.4 -77" 3 �D SCALE: 3" V-0" '2 1 22 NOT 1-0 SCALE DETAIL 24 IS NOT USED 'Iuo IT p A. M Cx . .... .......... 'X Z -CHANNEL FURRING AT 24"(609 mm) O.C., I r _44 NOTE;. Z -CHANNELS ARE TO BE A MIN. LL 20 GAUGE FOR INSULATION BOARD 1" (26 mm) TO 3" (77 mm) THICK. OVER 3' (77 mm) THICKNESS OF INSULATION, Z -CHANNELS TO BE 18 GAUGE �l _x V, &W OD Ll INSULATION BOARD'- I &.� 'VAT WATER RESISTANT BARRIER IT 77 V T—ro SELF -FURRING LATH ln?41 CEMENT PLASTER BASECOAT FINISH COAT T7 .7tl j ROOF/ WALL CONNECTION U � U1 0 a ®.0 U RESIDENTIAL BATHROOM LIGHT CAP Occurs at all SCALE: 3" V-0" T; Plan Type Bs < DATE 7_1_ SCALE: 11/2" 1'-0" — - --------- 7_1 PERMIT# DRAWN BY P8 \J , 1 • 2CD TL'J 3: " CO o omorm co C00) . Li - KEYNOTES a _ for Details 30 & 31 1. - Typical exterior wall finish - TYPICAL WINDOW HEAD. _....._... _.._. _......... see Detail 12, Sheet A700 � w �'g l A ._....... _...... at .._......._..................-...__......_... ........._... 2 Terminate stucco window TYPICAL EXTERIOR DOOR HEAD 3 frame with metal "J mold and - (Jambs Similar) SCALE: 1-112" =1'-0" install backer rod and caulk - 3. Wrapstucco only into window „ _ Y SCALE. -1/2 - 1'.0" well .. ..y,... .. ... .. .. _. ._....gin-_ _. .._.. _. 4. Finless window frame -full _ KEYNOTES 2 y , caulk between frame and for Details 27, 28 & 29 V ARC masonry 1. Typical exterior wall finish - 5. Wrap gypsum board into RICIA see Detail 12, A700 t°� a' window well 2.' Backer rod and caulk at metal RD ' ;' 6. (E) or replace concrete sill - - "J" mold stucco stop � • .� ' '� • ' � , ry 2" block . _ 3. Security screen door with 2� . � No. C14558 7. Termination of stucco at metal tubular steel frame EN. 0 totsR "J" mold and install backer rod �rFop op,�40 � 4. Pre -hung wood door frame � - � . and caulk - new stucco to be 5. Wood trim held a minimum '/4" away from II L. �" (Z Y � .. �,,, , , - - _ {�, 6. Solid core, fiberglass faced edge of sill block - shave door insulation board as needed to 7. Face of metal "J" mold stucco achieve this set back _.._: . . , � : stop _ Elevation Scale - 1" = 1'-0" 8. lx wood sill and skirt - extend 8. Remove enough of (e) CMU sill 1-1/2" beyond each jamb - r to _..... __ allow security screen door to extend skirt 1" beyond each I swing to a minimum of 100° KEYNOTES for Detai126 jamb from closed position 1. Fixed glass - verify jamb 9. (E) or new concrete porch heights and rake slope on-site h l - 10. Accessible threshold -see 2• Horizontal slider window Specification Section 08 7100 3 Stucco wall below O O _ 11. Line of (e) CMU wall Line of metal "J" mold at top 4 ' . termination of stucco - install , j 12Line of top of new concrete O N backer rod and caulk TYPICAL WINDOW SILL ' � � ' porch - hew porch to be level � 5. Line of roof decking .� j with interior slab with a 6, 3 -coat stucco over 2 layers of 10 y A 31 maximum allowable 2% slope O Y f Head e „ _ - j - to shd water -see Detail 4a, Grade D 60 minute building ca..{ 0 SCALE: 1-112 -1 -0 - -similar to Detail 2 -- - - Sheet A700 for stucco paper , U termination Sheet A300 - O 13. Line of top of (e) concrete 7. (E) 6 x 8 rafter porch - with maximum 8. New ceiling assembly - see I O M • *'' o Detail 1, Sheet A300 I O allowable 2% slope to shed O ►moi U N U water -see Detail 4b Sheet 9. Sheet metal flashing with drip TYPICAL EXTERIOR DOOR JAMB; edge 2xsha ed wood trim ' A700 for stucco termination g p 14. t a 10. 4 x 8 shaped wood B . . Install door sweeps 11 In a ` lx wood lass stop typical Horizontal .28 exterior doors - see g p Yp SCALE: 1-112 1 0 p 12. Set all glass in mastic Mullion GJI �LU �� _ �_ Specification Section Q8 71 00 1 15 (E) concrete slab 13. Continuous 2 x 4 trim -slope top edge to shed water hApEF)V, b 14. 4 x 8 shaped horizontal mullion I F •n. ....,A j� - - - ' - slope top to shed water - 15. lx wood sill and skirt - extend /g11 �}I. PRI�g�LI�� L�AMI N� sill 1-1/2" beyond each jamb - _� �----NI . � t � lid"[ (�1.1D�D U -E I"C I LlL4Ni t pP&G extend skirt 1"beyond each WT a jamb rLr-y-1 g mrf _t fnr_A, c_ - 16. 4 x 8 shaped wood - slope top BIW .. U, JQH&„ to shed water - cut bottom 450 : ,.. go ���+ s „'D R �P � � to stucco for drip edge �(� I: 16.5 5/8" exterior grade plywood 14k�R R�Ih t'i f' frame (bottom and jambs) -set ;,. I�IX (kI Iu Cvi I ( frame inmastic against j '� tb• n -1 fl - masonry 1, (_ -- C) 17. 3 -coat stucco over 1" board [ [' insulation - see Detail 25, KAw , m c � "[ � Sheet A701 [, ` Sill U � muff O KPIOTUM MCM"OgrAgTi 18. (E) CMU i w 19. New interior wall -see Detail N 12, A70o 20. Wood sill below 21. Typical 1x wood glass stop OFT -r 22. Line of 4 x 8 horizontal.; Sections A, B& C Scale = 1-1/2 - 1 0 eIrRA dImullion j 23. Continuous 2 x 4 trim - slope top to shed water'`.. _. 24. Line of sill trim 2r 1 WATER PROOF WINDOW INSTALLATION.32 ,mss 2. o SCALE: 3" = 1'-0" TYPICAL EXTERIOR DOOR THRESHOLD pC1 29 SCALE: 1-1/2" = 1'-0„ 2 GENERAL NOTES for Details 26 through 31 A. For new headers at CMU see Details -3a, 3b and 3c on sheet S-2.1 B. Caulk all joints at wood trim, drywall/window frame, wood/window frame, etc. ?�. 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F r .. i . . .. - _:rr , 'o 1 r 1 r J •. d' ._ ' PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REQ AVE FOR ����� DA I 4 . �--1-_--___--._ BY- - ,: No. C14558 MN. 021204; W 4 z t� o `r °° o=w00 U � M � W � � � � 1 U a WO 1 Q e oUrn,Ocfl W c''a( 1 m t - � - U U L p U N u4WU C z t_ T -0 `i -UI-tL•2i ��oo' No. C14558 MN. 021204; ... ...,. . ,. <._ Y. , V W 4 z o=w00 O H w��O W 1 � U cr -< u4WU 0 0 I� H ��oo' m H b (�''j V a � W � � �U tV . a r� W .. A � 1� �`�''� a . La ... ...,. . ,. <._ Y. , V 4 z O H W i� tr�, l f`� O = 0 0 I� H m H b (�''j V n O ,* ti s.i �� 1 y 3 3.: ,( f `, a i� 0 0 m l� N 1°-"� .. A � 1� a . La DATE . 12/31/2013 ' DRAWN BY ' PB s.i �� 1 y 3 3.: ,( f `, PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES R V E FOR D444--1A- a ou UU2 C W �-+-- t U H C14558 02/201 4� .0 cc) 0 0 4-4 ZQ� O 00 z w ui M20 UU2 C W �-+-- t U H C14558 02/201 4� 0 4-4 O b00 O N 000 C1 w �j 0 L.w a ®0 O O p o U N U DATE 12/31/2013 DRAWN BY PB JOB 10010 0 000 w �j L.w a ®0 u DATE 12/31/2013 DRAWN BY PB JOB 10010 n PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REMF6/EL.J R C ® DAM- P4 A 4-5 4-4 co J �O c 0 0 0 a 0 0) U � � � N 0 O m 2 0 C U U U)� W 1 CL- Cf vUh 4-5 4-4 0 � N bA ®00 U PO EI L . U O ® o P4 U cv U P4 0 .�..� ®00 L U O ® La P4 a� Go u DATE 12/31/2013 DRAWN BY PB JOB 10010 GENERAL 1) ALL CONSTRUCTION SHALL CONFORM T0: - 2010 CALIFORNIA BUILDING CODE - 2005 NATIONAL DESIGN SPECIFICATIONS (NDS) - ASCE/SEI 1.05 - ACI 318-05 AND REVISIONS - APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS 2) THE WORDS "THE ENGINEER" AS USED IN THESE NOTES, REFER TO A REPRESENTATIVE OF THE ENGINEERING FIRM OF RECORD. 31 THE CONTRACTOR IS SOLELY RES ONS(BLE FOR BRACING AND SHO ING ALL EXCAVATIONS, DEWATERING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK 4) ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AS AMENDED TO DATE. 5) IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SHORING, BRACING AND OTHER WORKING PROVISIONS AS REQUIRED TO SAFELY COMPLETE THE STRUCTURE, PROTECT EXISTING STRUCTURES AND PROTECT AGAINST BODILY INJURY AND PROPERTY DAMAGE. SAFETY MEASURES SHALL MEET THE REQUIREMENTS OF O.S.H.A., ALL LOCAL, STATE AND FEDERAL GUIDELINES. (b) STANDARD DETAILS AND GENERAL NOTES ARE TYPICAL AND SHALL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME NATURE AS SHOWN FOR SIMILAR CONDITION. 1) THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL VERIFY ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 8) NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR SHOWN ON THESE DRAWINGS. 9) TYPICAL DETAILS SHALL APPLY IN ADDITION TO ANY OTHER SPECIFIC DETAIL. 10) WHERE THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH ANY SPECIFICATIONS, THE ENGINEER SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK 11) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER DO NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES WHICH ARE PERFORMED AFTER COMPLETION OF CONSTRUCTION, ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECS± THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISIONS OF CONSTRUCTION. 12) ALL ELEVATIONS ARE REFERENCED FROM TOP OF FINISH GROUND FLOOR ELEV. = 0'-011, U.O.N. 13) ANY TESTING OR INSPECTIONS REQUIRED BY BUILDING OFFICIALS OR THE PROJECT DRAWINGS OR SPECIFICATIONS SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING LABORATORY. 14) OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 15) CONTRACTOR AND/OR OWNER IS RESPONSIBLE FOR THE INSTALLATION, AND SHALL PROVIDE PROPER FUNCTION OF ALL COSMETIC TREATMENTS AND FINISHES - INCLUDING, BUT NOT LIMITED TO: TILE, STUCCO, GYPSUM BOARD, PAINT, ETC. WHERE STANDARD SPECIFICATIONS CALL FOR CONSTRUCTION MORE STRINGENT THAN SHOWN ON THESE PLANS, THE CONTRACTOR OR OWNER SHALL ADJUST THE CONSTRUCTION ACCORDINGLY. 1(o) CONTRACTOR SHALL READ AND BE FAMILIAR WITH ALL FACETS OF THE PLANS AND SPECIFICATIONS AND SHALL REQUEST CLARIFICATION AS REQUIRED BEFORE COMMENCING CONSTRUCTION. 11) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION WHICH IS IN DEVIATION FROM THESE PLANS. 18) CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS AND SHALL OBTAIN APPROVAL BEFORE CONTINUING CONSTRUCTION. 19) CONTRACTOR IS RESPONSIBLE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURED PRODUCTS, INCLUDING BUT NOT LIMITED TO OSB, TI -11, PARALLAMS AND MICROLLAMS. ALL INSTALLATIONS SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 20) UNLESS CALLED OUT AS EXISTING OR NOT -IN -CONTRACT, EVERYTHING SHOWN ON THESE DRAWINGS SHALL BE PROVIDED AND INSTALLED AS PART OF THE WORK OF THE PROJECT. 21) ALL ASTM SPECIFICATIONS NOTED HEREIN SHALL BE AS AMMENDED BY THE ASTM STANDARDS AS REFERENCED IN THE 2001 CBC. FOUNDATION 1) FOUNDATION SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHEN APPLICABLE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE SOILS REPORT 4 THESE PLANS, THE SOILS REPORT SHALL GOVERN. SOILS REPORT: SHANNON 4 WILSON, INC. "21-1-21465-001, DATED 3/24/2011 2) FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED FOUNDATION SOIL STRATA, OR ENGINEERED FILL. 3) THE DEPTHS OF BOTTOMS OF FOOTINGS AS SHOWN ON THESE DRAWINGS INDICATE THE ESTIMATED MINIMUM FOUNDATION DEPTHS. 4) FOUNDATIONS ARE DESIGNED FOR A MAXIMUM DEAD PLUS LIVE LOAD ALLOWABLE SOIL BEARING PRESSURE OF 1200 PSF 5) BOTTOMS OF FOOTINGS SHALL EXTEND A MINIMUM OF 12" BELOW LOWEST ADJACENT GRADE OR AS NOTED IN THE FOOTING SCHEDULE. (o) THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. CHANGES IN FOOTING ELEVATIONS SHALL BE MADE USING THE STEP FOOTING DETAIL ON THESE DRAWINGS. 1) CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE INDICATED ON THESE DRAWINGS. 8) ALL WATER SHALL BE REMOVED FROM FOOTING EXCAVATION BEFORE PLACING CONCRETE. 9) OWNER/DEVELOPER AND APPROPRIATE SUBCONTRACTOR(S) ARE RESPONSIBLE FOR REVIEWING THE SOILS REPORT (IF APPLICABLE) PRIOR TO COMMENCING CONSTRUCTION. 10) A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING 4 FOUNDATION PHASE OF CONSTRUCTION PER GEOTECHNICAL REPORT RECOMMENDATIONS. INSPECTION 4 TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. SEE TESTING 4 SPECIAL INSPECTION SCHEDULE ON SHEET 50.1 FOR ADDITIONAL INFORMATION. NORMAL WEIGHT CONCRETE U CONCRETE SHALL CONFORM TO THE FOLLOWING: SLAB ON TYPICAL CONCRETE CLASS GRADE FOOTINGS MAXIMUM AGGREGATE SIZE 1" 1.5" MINIMUM SACKS PER YARD 5 4.5 MAXIMUM WATER/CEMENT RATIO 054 0.60 SLUMP 35" - 45" 25" - 3.5" 28 DAY COMPRESSIVE STRENGTH 2500 PSI 2500 PSI ALL OTHER CONCRETE SHALL BE SIMILAR TO THE FOOTING SPECIFICATIONS EXCEPT THAT THE 28 DAY COMPRESSIVE STRENGTH CAN BE 2500 PSL 2) ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. 3) ALL CONCRETE WOW SHALL CONFORM TO THE REQUIREMENTS OF THE C.5.C. AND ACI STANDARD 316, LATEST EDITION, OF THE AMERICAN CONCRETE INSTITUTE UNLESS SHOWN OR NOTED OTHERWISE ON THESE DRAWINGS. 4) CONCRETE AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL BE WELL GRADED. SHRINKAGE CHARACTERISTICS SHALL BE LESS THAN -0.04%. 5) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II PER GEOTECHNICAL REPORT. (o) CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C-94 AND AGI STANDARD 318. 1) ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURELY PRIOR TO BEGINNING CONCRETE PLACEMENT. 8) CONSTRUCTION JOINTS SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO SUCCEEDING POUR FOR JOINTS IN ELEVATED SLABS, CONCRETE BEAMS, OR SHEARWALL FOOTINGS, CONTACT ENGINEER 9) CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CONCRETE MIX DESIGNS TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY CONCRETE. 10) ALL GROUT SHALL BE NON-METALLIC, NON -SHRINK, HIGH STRENGTH GROUT AS APPROVED BY THE ENGINEER lU REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BOND WITH CONCRETE, 12) ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 13) HOLDOWN LOCATIONS SHOWN ON THE FOUNDATION PLAN ARE APPROXIMATE, THE. CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, THE TYPE OF HOLDOWNS 4 THE MANUFACTURER'S SPECIFICATIONS. 14) SPECIAL INSPECTION IS REQUIRED ON THE TAKING OF CYLINDERS AND PLACEMENT OF ALL REINFORCED CONCRETE WHICH EXCEEDS A 2500 P51 DESIGN STRENGTH. IN ACCORDANCE WITH G.B.G. SECTION 1905.6. 15) REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL PIPES, CONDUITS, AND OTHER INSERTS EMBEDDED OR CAST WITH CONCRETE. CORING SHALL NOT BE ALLOWED WITHOUT THE ENGINEERS APPROVAL. 1(o) ADMIXTURES TO BE USED SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. 11) CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN (1) DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF THE ENGINEER, AND SHALL MEET CONDITIONS OF ASTM C308. 18) REMOVE ALL DEBRIS FROM FORMS BEFORE POURING CONCRETE. 19) NO WOOD SPREADERS OR WOOD STAKES ALLOWED IN CONCRETE. 20) MAXIMUM FREE FALL OF CONCRETE SHALL BE 8'-0" 21) CONCRETE SHALL BE READY -MIXED PER ASTM C-94, 22) WHEN COLD WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH C.B.C. 1905.12 23) WHEN NOT WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH G.B.G. 1905.13. REINFORCING SHALL BE KEPT COOL DURING PLACEMENT OF CONCRETE. 24) REFER TO DRAWINGS BY OTHERS FOR ADDITIONAL ITEMS REQUIRED TO BE CAST INTO CONCRETE OR REQUIRED FLOOR DEPRESSIONS. REINFORCING STEEL U REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO ASTM A615. 2) WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH AWS DIA AND ASTM A615. PROVIDE WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. ENGINEER SHALL APPROVE WELDING PROCEDURE AND MILL TEST REPORTS PRIOR TO EXECUTION OF WELDING. 3) LAP SPLICES FOR REINFORCING SHALL BE 46 BAR DIAMETERS OR 24" MINIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WIRE BARS TOGETHER AT LAPS OR SPLICES. HOOKS SHALL BE C.B.C. STANDARD HOOKS UNLESS SHOWN OTHERWISE. 4) REINFORCING SHALL BE FABRICATED AND PLACED ACCORDING TO CRS(, "MANUAL OF STANDARD PRACTICE". 5) ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE WELL SECURED IN PLACE PRIOR TO CONCRETE OR GROUT POUR ADEQUATE SUPPORTS SHALL BE PROVIDED FOR ALL REINFORCING STEEL. (o) THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: SLABS ON GRADE CENTER OF SLAB CONCRETE BELOW GRADE, FORMED CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) 2° CONCRETE EXPOSED TO WEATHER EXCEPT IN PRECAST 3" CONCRETE USED IN PRE -CAST PANELS 3" BEAMS AND COLUMNS PRIMARY REINFORCING 11/2 BEAMS AND COLUMNS STIRRUPS AND TIES 2" 11/2 1) ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR 04 BARS AND SMALLER 8) ALL REINFORCING SHALL BE A615, GRADE 60 FOR 15 BARS AND LARGER 9) ALL BARS SHALL BE CLEANED OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS THAT MAY IMPAIR BOND. 10) WELDED WIRE FABRIC TO BE ASTM A185. LAP 11/2 SPACES, 9" MINIMUM FOR STRUCTUAL SLABS. 11) WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185 STANDARDS FOR COLD DRAWN STEEL WIRE. SPLICES SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS TWO (2) INCHES. YIELD STRENGTH TO BE 60 KSI. 12) PLACE 20'-0" LENGTH OF REBAR AT ELECTRICAL SERVICE LOCATIONS, AND STUB UP REBAR ABOVE THE CONCRETE NEAR SERVICE METER 13) ALL BENDS SHALL BE MADE COLD. 14) SPACING OF REINFORCING SHALL BE CONSIDERED A MAXIMUM. 1) STRUCTURAL FRAMING SHALL BE DOUGLAS FIR - LARCH GRADED IN ACCORDANCE WITH THE 1) CONCRETE MASONRY UNITS SHALL BE NORMAL -WEIGHT UNITS CONFORMING TO A.S.T.M. C-90 STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. GRADES SHALL BE GRADE N, W/ AN ULTIMATE COMPRESSIVE STRENGTH F'm = 1500 P.S.I. UND. AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS. STRUCTURAL NOTES 51.0 2) MORTOR SHALL BE TYPE S AND BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE 4x MEMBERS NO, 2 RATIO BY VOLUMES OF 1 -PART CEMENT, 1/2 -PART LIME PUTTY, 3 -PARTS SAND W/ NO MORE WATER (ox 4 LARGER MEMBERS NO. I (MIN.) THAN IS REQUIRED FOR A WORKABLE CONSISTENCY, MORTAR SHALL OBTAIN A STRENGTH OF 1800 EXTERIOR WALL STUDS NO. 2 (MIN.) P.S.I. AT 28 DAYS. INTERIOR BEARING WALL STUDS NO.2 (MIN.) STRUCTURAL PLAN -UNIT TYPE Cs -Bs INTERIOR NON-BEARING WALL STUDS STUD GRADE 3) GROUT SHALL BE I -PART CEMENT, 3 -PARTS SAND, 2-PART5 PEA GRAVEL BY VOLUME AND BE GLU-LAM BEAMS 24F -V4 DF/DF, U.O.N. OF FLUID CONSISTENCY, THE 28 DAY ULTIMATE STRENGTH OF THE GROUT SHALL BE 2000 P.S.I. PARALLAMS E= 2000,000 PSI STRUCTURAL PLAN -UNIT TYPE Da -Cs MICROLLAMS E= 1,900000 PSI 4) CONCRETE MASONRY SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE ON DRAWINGS. LSL E= 1,100,000 PSI MECHANICALLY VIBRATE EACH GROUT LIFT, EACH VERTICAL CELL. BLOCKING STUD GRADE STRUCTURAL PLAN -UNIT TYPE Cxs 51.11 5) TYPICAL MASONRY UNIT SIZE SHALL BE NOMINAL 8 x 8 x 16, UNLESS NOTED OTHERWISE. 2) MAXIMUM MOISTURE CONTENT SHALL N07 EXCEED 113% AT TIME OF INSTALLATION FOR SAWN STRUCTURAL PLAN -UNIT TYPE: Hs LUMBER (o) UNLESS SHOWN OTHERWISE, TYPICAL REINFORCEMENT SHALL BE'S VERTICAL BARS EF. AT 16" 52.0 O.C. $4 HORIZONTAL BARS AT 16" O.C. PROVIDE DOWELS FROM FOOTING TO MATCH SIZE AND 3) ALL BEAMS INTENDED FOR EXTERIOR USE SHALL BE TREATED OR PROTECTED FROM THE LOCATION OF EACH VERTICAL BAR LAP WITH 48 BAR DIAMETERS UNO. ELEMENTS. PROVIDE ADDITIONAL REINFORCING AS FOLLOWS: 53.1 A) 2 - 05 HORIZONTAL BARS AT TOP OF WALL 4) AITC CERTIFICATES FOR GLULAM BEAMS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT B) 2 - 05 HORIZONTAL BARS AT HEAD OF OPENINGS 6'-0" OR LESS IN WIDTH AND ENGINEER PRIOR TO FABRICATION. 2 - % HORIZONTAL BARS AT HEAD OF OPENINGS GR=ATER THAN (o'-0" IN WIDTH, U.N.O. 21. I"x8" sheathing or less to each bearing, face nail C) 2 - 05 VERTICAL BARS FULL HEIGHT IN END, JAMB AND CORNER CELLS 5) WOOD MEMBERS SHALL BE CUT OR NOTCHED ONLY AS SHOWN ON THESE DRAWINGS. D) PROVIDE MINIMUM LAP OF 48 BARS DIAMETERS AT ALL SPLICES AND AT CORNERS. 23. Built-up corner studs SEE DETAILS ON SHEET SD4.0. (b) SILL PLATES OR WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE 20d at 32" o.c, at top and PRESERVATIVE TREATED DOUGLAS FIR FASTENERS AND BOLTS SHALL BE HOT DIPPED 1) MAXIMUM GROUT LIFT SHALL NOT EXCEED 4'-0" IN ONE DAY UNLESS PROPER PROCEDURES GALVANIZED. FOR HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED, INCLUDING PROVISION OF SEISMIC SITE CLASS: D CLEAN -OUTS AT THE BOTTOM OF EACH GROUT LIFT AT EACH CELL CONTAINING VERTICAL 1) SOLID BLOCKING SHALL BE INSTALLED BETWEEN JOISTS OR RAFTERS AT THE TOP OF ALL REINFORCEMENT. BEARING AND SHEAR WALLS. Toenail 3-10d facenail 2-I6d SPECTRAL RESPONSE SDS: 0.4198 8) MASONRY UNITS SHALL BE CLEAN AND FREE OF ALL SUBSTANCE THAT MAY IMPAIR BOND. 9) ALL PLYWOOD SHOWN ON THESE DRAWINGS SHALL BE C -D WITH EXTERIOR GLUE IN SPECTRAL RESPONSE SDI: 02888 ACCORDANCE WITH U.S. PRODUCT STANDARD PSI -95. ALL PANELS SHALL BE MARKED WITH AN 9) BOND BEAM TYPE UNITS SHALL BE USED FOR ALL COURSES CONTAINING HORIZONTAL APA GRADE MARK WITH AN IDENTIFICATION INDEX ROOF PLY SHALL BE PANEL INDEX 24/0 U.ON., REINFORCEMENT. FLOOR PLY SHALL BE PANEL INDEX 48/24 U.ON. (PLYWOOD AT EXPOSED ROOF OVERHANGS DESIGN BASE SHEAR: 0.06111 MAY BE C -C WITH EXTERIOR GLUE.) 10) WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, PROVIDE A HORIZONTAL RESPONSE MODIF. FACTOR: 35 CMU/6.5 WOOD CONSTRUCTION JOINT BY STOPPING THE GROUT POUR 1-1/2" BELOW A HORIZONTAL MORTAR JOINT. 10) SHEATHING NAILING AT EDGE OF ANY FLOOR OR ROOF OPENING SHALL BE THE SAME AS SEISMIC FORCE RESISTING SYSTEM: INTERMEDIATE 4 BOUNDARY NAILING. 11) CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL BACKFILL REINFORCED MASONRY COMPACTION/PLACEMENT IS COMPLETE. 11) PARTIAL SHEETS OF SHEATHING CALLED OUT ON STRUCTURAL DRAWINGS SHALL HAVE A ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF 2 FEET. 12) REINFORCEMENT SHALL BE ACCURATELY PLACED AS DIMENSIONED ON DRAWINGS AND HELD I 1/8" -1 1/4" IN POSITION DURING GROUTING. WHERE NO DIMENSIONS ARE SHOWN, PLACE VERTICAL 12) EXCEPT WHERE MORE STRINGENT CONDITIONS ARE SHOWN ON THE DRAWINGS, WOOD REINFORCEMENT AT CENTER OF WALL. CONSTRUCTION SHALL COMPLY WITH 2001 CBC, SECTION 2301, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 13) ENDS OF WOOD MEMBERS ENTERING MASONRY OR CONCRETE WALLS SHALL HAVE A 1/2" AIR STRUCTURAL SHEET INDEX SPACE AROUND TOP, END, AND SIDES, UNLESS WOOD IS TREATED WITH APPROVED PRESERVATIVE. 14) MAXIMUM MOISTURE CONTENT FOR GLU-LAM BEAMS SHALL NOT EXCEED 16%. 15) GLU-LAM BEAMS SHALL HAVE A.I.T.C. INSPECTION AND BEAR AN A.I.T.C. STAMP. A COPY OF THE A.I.T.C. INSPECTION CERTIFICATE SHALL BE SENT TO THE BUILDING DEPARTMENT. 1(o) MANUFACTURED LUMBER SHALL NOT BE NOTCHED, CUT OR DRILLED, EXCEPT AS SHOWN ON DRAWINGS, WITHOUT THE APPROVAL OF THE ENGINEER AND THE BUILDING DEPARTMENT. 11) MANUFACTURED LUMBER SHALL NOT BE EXPOSED TO THE WEATHER UNLESS PRESSURE TREATED OR OF A DURABLE SPECIES. i 18) SUBMIT COMPLETE GLU-LAM BEAM SHOP DRAWINGS TO THE ENGINEER AND TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 19) SIMPLE SPAN GLU-LAM BEAMS SHALL BE COMBINATION 24F -V4 DF/D.F. CANTILEVERED GLU-LAM BEAMS SHALL BE COMBINATION 24F -VS DFJDF. 20) CANTILEVERED ENDS OF GLU-LAM BEAMS SHALL HAVE NO CAMBER FASTENERS U BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A301 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN BOLT DIAMETER 2) ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC. 3) PROVIDE MALLEABLE IRON WASHERS OR EQUIVALENT CUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS WHICH BEAR ON WOOD. 4) WHEN REQUIRED NAILING TENDS TO SPLIT WOOD MEMBERS, NAIL HOLES SHALL BE PRE -BORED TO 15% OF THE NAIL DIAMETER. 5) NAILING NOT SPECIFICALLY INDICATED SHALL COMPLY WITH TABLE 2304.9.1 IN THE 2001 CBC. (o) ALL NAILS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. NAILING SHALL BE PER CHAPTER 23 OF THE CB.C. UNLESS NOTED OTHERWISE ON THE PLANS AND DETAILS. SHEET TITLE: 50.0 STRUCTURAL NOTES 50.1 STRUCTURAL NOTES 51.0 STRUCTURAL PLAN -UNIT TYPE: A 51.1 STRUCTURAL PLAN -UNIT TYPE Bs -Bs 612 STRUCTURAL PLAN -UNIT TYPE: Bs -Cs 513 NOT USED 51.4 STRUCTURAL PLAN -UNIT TYPE Cs -Bs 51.5 STRUCTURAL PLAN -UNIT TYPE Ca It -Bs 81.6 STRUCTURAL PLAN -UNIT TYPE Cs -Cs 51.E STRUCTURAL PLAN -UNIT TYPE Da -Cs 51.6 STRUCTURAL PLAN -UNIT TYPE Es S1.9 STRUCTURAL PLAN -UNIT TYPE Fs 51.10 STRUCTURAL PLAN -UNIT TYPE Cxs 51.11 STRUCTURAL PLAN -UNIT TYPE Ga 51.12 STRUCTURAL PLAN -UNIT TYPE: Hs 61.13 STRUCTURAL PLAN -UNIT TYPE Ha 52.0 TYPICAL DETAILS 52.1 TYPICAL DETAILS 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 8d COMMON = 0.131" x 2 1/2" NAILING I. Joist to sill or girder, toenail 10d COMMON = 0.148" x 3" 2 Bridging to joist, toenail each end 2-8d 12d COMMON = 0.148" x 31/4" DESIGN CRITERIA 4. Aider than I xb (25mmxl52mm) sudloor to each joist, face nail I(od COMMON = 0.162" x 31/2" 5.2" $Imm) subfloor to joist or girder, blind and face nail 2-16d 1) ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS MANUFACTURED BY 5IMP50N WIND LOADING COMPANY, SAN LEANDRO, CALIFORNIA, UNLESS OTHERWISE NOTED. INSTALL IN ACCORDANCE WITH 1. Top plate to stud, end nail 2-I6d THE MANUFACTURER'S INSTRUCTIONS FOR MAXIMUM RATED VALUES. BASIC WIND SPEED (3 SEC.} 85 MPH GROUND SNOW LOAD: 0 PSF 8) HOLES FOR LAG SCREW SHANKS SHALL BE BORED THE SAME DEPTH AND DIAMETER AS THE WIND IMPORTANCE FACTOR: 1.0 ROOF DEAD LOAD: 9 PSF SHANK THE REMAINING DEPTH OF PENETRATION OF THE SCREW SHALL BE BORED TO 70% OF THE Nbd ll. Blocking between joists or rafters to top plate, toenail SHANK DIAMETER WIND EXPOSURE CATEGORY: C ROOF LIVE LOAD: 20 PSF 9) ALL LAG SCREWS SHALL HAVE WASHERS WHICH HAVE FULL BEARING ON FLATTENED SURFACE SEISMIC 14. Continuous header, two pieces OF THE WOOD MEMBER 15. Ceiling joists to plate, toenail 3-8d Ib. Continuous header to stud, toenail SEISMIC IMPORTANCE FACTOR: 1.0 11. Ceiling joists, laps over partitions, face nail 10) LAG SCREWS SHALL BE TURNED INTO HOLES WITH A WRENCH NOT DRIVEN IN WITH A HAMMER I8. Ceiling joists, to parallel rafters, face nail 3-Ibd 11. Rafter to plate, toenail OCCUPANCY CATEGORY: II 20.1" diag. brace to each stud and plate, face nail IU THE CLEARANCE HOLE FOR THE UNTHREADED PORTION OF THE SHANK SHALL BE THE SAME 21. I"x8" sheathing or less to each bearing, face nail 2-8d DIAMETER AS THE SHANK Ss (02 SECONDS): 05328 23. Built-up corner studs 12) ALL COUNTER SUNK HOLES SHALL BE 1/8" DIA. GREATER THAN THE DIAMATER OF THE WASHER. 51 (1 SECOND): 02258 20d at 32" o.c, at top and COUNTER SINK HOLES SHALL NOT BE OVERDRILLED. bottom and staggered 2-20d at ends and at each splice SEISMIC SITE CLASS: D I6d at each bearing 13) ALL NAILS AND BOLTS AT PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. � Q 21. Jack Rafter to hi p Toenail 3-10d facenail 2-I6d SPECTRAL RESPONSE SDS: 0.4198 Toenail 2-Ibd facenail 2-Ibd 29. Joist to band joist, face nail SPECTRAL RESPONSE SDI: 02888 30. Ledger strip, face nail 3-I6d SEISMIC DESIGN CATEGORY: C CIO 5ubfloor roof, and wall sheathing (to framing): DESIGN BASE SHEAR: 0.06111 1/2" and less b -d RESPONSE MODIF. FACTOR: 35 CMU/6.5 WOOD 8d°or 6d' 1/8"-I" SEISMIC FORCE RESISTING SYSTEM: INTERMEDIATE 4 11/8"-11/4" 10d°or 8d° REINFORCED MASONRY 3/4" and less ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE NAILING SCHEDULE Table 2304.9.1 CONNECTION NAILING I. Joist to sill or girder, toenail 3-8d 2 Bridging to joist, toenail each end 2-8d 3. INV (25mmxl52mm) subfloor or less to each joist, face nail 2-8d 4. Aider than I xb (25mmxl52mm) sudloor to each joist, face nail 3-8d 5.2" $Imm) subfloor to joist or girder, blind and face nail 2-16d 6.5olo plate to joist or blocking, typical face nail Ibd at I6" o.c. Sole plate to joist or blocking, at braced wall panels 3-I6d per I6" 1. Top plate to stud, end nail 2-I6d 8.5tud to sole plate 4-8d, toenail or 2-I6d, end nail' 1. Double studs, face nail I6d at 24" o.c. 10. Double top plates, typical face nail Ibd at Ib" 0.6. Double top plates, lop splice (each side of splice) Nbd ll. Blocking between joists or rafters to top plate, toenail 3-bd 12. Rim joist to top plate, toenail 8d at 6' (oc. 13. Top plates, laps and intersections, face nail 2-I6d 14. Continuous header, two pieces I6d at I6" o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d Ib. Continuous header to stud, toenail 4-8d 11. Ceiling joists, laps over partitions, face nail 3-Ibd I8. Ceiling joists, to parallel rafters, face nail 3-Ibd 11. Rafter to plate, toenail 3-8d 20.1" diag. brace to each stud and plate, face nail 2-8d 21. I"x8" sheathing or less to each bearing, face nail 2-8d 22. Wider than I"x8" sheathing to each bearing, face nail 3-8d 23. Built-up corner studs I6d at 24" o.c. 24. Built-up girder and beams 20d at 32" o.c, at top and bottom and staggered 2-20d at ends and at each splice 25.2" planks I6d at each bearing 26. Collar tie to rafter, face nail 3-10d 21. Jack Rafter to hi p Toenail 3-10d facenail 2-I6d 28. Roof rafter to 2x ridge beam Toenail 2-Ibd facenail 2-Ibd 29. Joist to band joist, face nail 3-I6d 30. Ledger strip, face nail 3-I6d 31. Wood structural panels and particleboard:' CIO 5ubfloor roof, and wall sheathing (to framing): Lcu L 1/2" and less b -d 11/32' - 3/4" 8d°or 6d' 1/8"-I" 8d` 11/8"-11/4" 10d°or 8d° 5ingle Floor (Combination subfloor-underlayment to framing: 3/4" and less 6d' 1/811.111 /8"-I" 8d' I 1/8" -1 1/4" 10d°or bd' 32. Patel siding (to framing) 1/2" or less bd' 5/8" 8d' 33. Fiberboard sheathing: 9 1/2" No.11 ga. roofing nail' 6d No.lb ga. staple' 25/32" No.11 ga. roofing nail" 8d No.lb ga. staple' 34. Interior paneling 1/4" 4d 3/S" bd k °Common or box nails may be used except where otherwise stated. 'Nails spaced at 6 inches on center at edges, 12" at intermediate supports except 6" at supports where Tons are 48 inches or more. For nailing of wood structural pmol and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing mi be common, box or casing. `Common or deformed shank (bd - 2" x 0.113" ;10d - 3" x 0.148') °Common (6d - 2" x 0.113" ; bd -21/2" x 0.131" ;10d - 3' x 0.148). 'Deformed shank (bd - 2" x 0.113" ; bd - 21/2 x 0.131";10d - 3" x 0.148') 'Corrosion -resistant siding (bd - I 1/8" x 0.106" ; 8d - 2 3/8" x 0.128') or casing (bd - 2" x 0.199" ; bd - 21/2' x 0.113') nail 9Fasteners spaced 3 inches on center at exterior edes and b inches on center at intermediate supports. when used as structural sheathing. Spacing shall be 6 on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. hCorrosion-resistant roofing nails with 1/16 -inch -diameter head and 11/2 -inch length for 1/2 -inch sheathing and 13/4 -inch length. for 25/32 -inch sheathing. 'Corrosion -resistant staples with nominal 1/16 -inch crown and I I/8 -inch length for 1/2 -inch sheathing and 11/2 -inch length for 25/32 -Inch sheathing Panel supports at 16 inches 120 Inches if strength axis in the long direction of the panel, unless otherwise marked. Casing (11/2" x 0.080") or finish (11/2" x 0.012') nails spaced 6 inches (152mm) on panel edges, 12 inches at intermediate supports. ,Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 Inches at intm. supts. IfFor roof sheathing applications, 8d nails (21/2" x 0.113") are the minimum required for wood structural panel shall have a minimum crown width of 1/Ib". "For roof sheathing applications, fasteners spaced 4 inches oc. at edges, 8 inches at intermediate supports. °Fasteners spaced 4 oc at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches o.c. at edges, 6 inches at intermediate supports for roof sheathing. P Fasteners spaced 4 inches oc. at edges, 8 inches at intermediate supports. 'Provide (2) - 24d stud end nails where 3x sill plates occur PERMIT # BUTTE COUNTY DMIOPMENT SERVICES R . id PED FORIANDAT T' -!l [A - 7 SaoIN-aas itawdozaNaQ NyRROO acing vv,c�t&1C, PLAN CHECK 02-05.14 [& yew z N o� � T- MO � c6 00 0 (o (6 Cfl C � rn MM c a i a� c ci m � � ^ o m � Enr- .� PLAN CHECK 02-05.14 [& yew z P4 N MO M N M Cfl C � � 00 .� O N 0) r- N OUNr co 00 x L U DATE 11/5/2014 t� a: LE 11-- CIO Lcu L E P4 MO O x L U DATE 11/5/2014 DRAWN BY MMM JOB 05210MAI SHEET _ STRUCTURAL STEEL U THE OWNER SHALL VERIFY THAT ALL MATERIAL CERTIFICATIONS AND FABRICATION COMPLIANCE REPORTS ARE DELIVERED TO THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL PRIOR TO THE FABRICATORS SHIPMENT OF MATERIALS TO THE SITE. 2) ALL STRUCTURAL STEEL FABRICATION SHALL BE PERFORMED BY AN ICBO OR AISC CERTIFIED SHOP. 3) ALL STEEL FABRICATION AND ERECTION SHALL CONFORM WITH THE CURRENT EDITION OF THE RISC MANUAL OF STEEL CONSTRUCTION AND THE CALIFORNIA BUILDING CODE. 4) ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED PRIOR TO ERECTION. 50 ALL STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING ASTM DESIGNATIONS UN.O.: -WIDE FLANGES: A-512 (50 KSI -PLATES, BARS, ANGLES, AND CHANNELS: A-36 -PIPE COLUMNS: A-53, GRADE 'B', l35 KSU -HSS "TUBE STEEL": A-500, GRADE 'B-, (4(o KSI. (b) BOLTS, ANCHOR BOLTS, AND THREADED ROD USED IN THE STEEL CONNECTIONS SHALL CONFORM WITH THE ASTM DESIGNATION A36 OR A301, MINIMUM, U.O.N. 1) ALL STRUCTURAL STEEL WORK INCLUDING CONNECTIONS NOT SHOWN ON THE DRAWINGS, SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". 8) BASE PLATES SHALL BE BEDDED ON A MAXIMUM 11/2" TALL NON -SHRINK GROUT PAD (f'c = 5 KSI) 9) EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION WITH A MINIMUM 2.0 OUNCES PER SQUARE FOOT. 10) DIAMETER OF BOLT HOLES IN STEEL SHALL BE IA& INCH LARGER THAN THE BOLT SIZE UNLESS NOTED OTHERWISE. 11) SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. 12) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. COORDINATE ANY CONFLICTS BEFORE PROCEEDING. 13) WELDED HEADED STUDS SHALL CONFORM TO A.S.T.M. A108 UNLESS NOTED OTHERWISE. WELDING 1) ALL SHOP WELDING SHALL BE PERFORMED IN ACCORDANCE WITH RISC STANDARDS. 2) ALL WELDS SHALL BE PLACED BY WELDERS CERTIFIED IN THE TYPE OF WELDING TO BE PERFORMED. 3) ALL WELDS SHALL BE SHIELDED METAL ARC TYPE ($MAW), IN ACCORDANCE WITH THE --STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION", AWS D1.1, BY THE AMERICAN WELDING SOCIETY. 4) WELDING ROD SHALL BE E10XX, MINIMUM (10 KSU. 5) WHERE GALVANIZING IS CALLED FOR ON THE DRAWINGS, ANY WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWO COATS OF "GALVAWELD" OR "GALVALOY". (0) PERIODIC INSPECTION IS PERMITTED FOR THE FOLLOWING: - SINGLE PASS FIELD WELDS NOT EXCEEDING 5/16" - FLOOR AND ROOF DECK WELDING - WELDED STUDS FOR STRUCTURAL DIAPHRAGM AND COMPOSITE SYSTEMS - WELDED COLD FORMED STEEL STUDS AND JOISTS - WELDED STAIR AND RAILING SYSTEMS EXCEPTION - CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL WELDING (NOT LISTED ABOVE) UNLESS PERFORMED IN AN APPROVED FABRICATOR'S SHOP. PROPRIETARY COMPONENTS I WHERE ELEMENTS OF CONSTRUCTION ARE CALLED OUT BY BRAND NAME IN THESE DRAWINGS, THE DESIGN IS BASED UPON STRUCTURAL VALUES PROVIDED BY THE MANUFACTURER EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBMITTED TO THE ENGINEER FOR SUBSTITUTION APPROVAL. SUBMITTALS MUST CONTAIN I.C$.O. REPORT OR OTHER PROOF OF EQUIVALENT STRUCTURAL VALUES. 2) SHEET METAL HANGERS, STRAPS, HOLD-DOWNS, ANCHORS, ETC CALLED OUT AS "SIMPSON" REFER TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. ALL SUCH PRODUCTS SHALL BE INSTALLED WITH THE MAXIMUM NUMBER OF FASTENERS CALLED IN THE CURRENT SIMPSON CATALOG UNLESS CALLED OUT DIFFERENTLY IN THESE DRAWINGS. 3) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, CONCRETE EXPANSION ANCHORS SHALL BE --KWIK=BOLT 3, BY HILTI FASTENING SYSTEMS, (ICC ESR 1385) OR ITW RED HEAD (ICC ESR 1131) 4) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, MASONRY EXPANSION ANCHORS SHALL BE ITW RED HEADS (ICC ESR 1131) OR HILTI KWIK-BOLT 3 (ICG ESR 1385). 5) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, SHOT PINS (LOW VELOCITY POWDER ACTUATED FASTENERS) SHALL BE TYPE X -U BY HILTI (ICC ESR 02269). PINS SHALL BE MINIMUM 0.145" DIAMETER AND PENETRATE AT LEAST 1-1/4" INTO CONCRETE. (o) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, EPDXY ANCHORS SHALL BE ALL THREAD RODS IN SIMP50N SET XP HIGH STRENGTH EPDXY (IGG ESR 2508). 4 SCHEDULE OF SPECIAL INSPECTION, VERIFICATION ;s AND TESTING REQUIREMENTS z �= w CL oz STEEL & HIGH–STRENGTH BOLTS, NUTS, & WASHERS o T•- �0 cC)L0 WELDING HIGH–STRENGTH BOLTS, BEARING TYPE CONNECTIONS �Lovao U �- (D .u) � � oa, HIGH–STRENGTH BOLTS, SLIP CRITICAL CONNECTIONS ami c ui � EL�E .� STRUCTURAL STEEL O U N i WELDING OF STRUCTURAL STEEL X X 1-4 WELDING OF REINFORCING STEEL � 04 Q�Li�'J STEEL FRAME JOINT DETAILS oLo WELDING OF STUDS IN DIAPHRAGMS V N-� co u DATE WELDING OF COLD–FORMED STEEL FRAMING WELDING OF STAIRS & RAILING SYSTEMS SEISMIC RESISTANCE WELDING PER AISC 341 SEISMIC RESISTANCE WELDING OF COLD–FORMED STEEL SEISMIC RESISTANCE OF SCREW ATTACHMENTS, BOLTING, ANCHORING, & OTHER FASTENING OF COMPONENTS INCLUDING STRUTS, BRACES, AND HOLDDOWNS TUCTURAL HIGH WIND ROOF CLADDING & FRAMING CONNECTIONS HIGH WIND WALL CONNECTIONS TO DIAPHRAGMS DIAPHRAGMS, DRAG STRUTS, & BOUNDARY ELEMENTS VERTICAL WIND RESISTING SYSTEMS WIND RESISTING SYSTEMS CONNECTION TO FOUNDATION FABRICATION & INSTALLATION OF SYSTEMS OR COMPONENTS REQUIRED TO MEET IMPACTS PER SECTION 1609.1.2 SEISMIC ISOLATION PER ASCE 7, SECTION 17.2.4.8 RETROFIT ADHESIVE RODS, ANCHORS, & DOWELS X MASONRY PROPORTIONS OF SITE PREPARED MORTAR X CONSTRUCTION OF MORTAR JOINTS X LEVEL 1 LOCATION OF REINFORCEMENT, CONNECTORS, X PRESTRESSING TENDONS, AND ANCHORAGES PRESTRESSING TECHNIQUE, & MEASUREMENT OF FORCE GRADE, SIZE OF PRESTRESSING TENDONS & ANCHORAGE SIZE & LOCATION OF STRUCTURAL ELEMENTS TYPE, SIZE, & LOCATION OF ALL ANCHORAGES SIZE, GRADE, & TYPE OF REINFORCEMENT X WELDING OF REINFORCING STEEL PROTECTION OF MASONRY DURING COLD/HOT WEATHER CLEAN GROUT SPACE X VERIFY PLACEMENT OF REINFORCEMENT & CONNECTORS, X TENDONS & ANCHORAGES VERIFY PROPORTIONS OF SITE PREPARED GROUT & PRESTRESSING GROUT FOR BONDED TENDONS VERIFY CONSTRUCTION OF MORTAR JOINTS X VERIFY GROUT PLACEMENT X 4 OBSERVE GROUTING OF PRESTRESSING BONDED TENDON OBSERVE PREPARATION OF REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT NOTES TESTING LABORATORY EMPLOYED BY THE OWNER AND APPROVED BY THE BUILDING OFFICIAL. TST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND THE BUILDING OFFICIAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THESE TESTS AND INSPECTIONS ARE PERFORMED. 1) VERIFY IDENTIFICATION MARKINGS TO CONFORM TO THE APPLICABLE STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 2) VERIFY MATERIAL USING MANUFACTURERS CERTIFICATE OF COMPLIANCE 3) VERIFY MANUFACTURERS MILL TEST REPORTS 4) REFER TO NOTES IN THE APPROVED CONSTRUCTION DOCUMENTS 5) VERIFY INSPECTED FIELD CONDITION MATCH CONSTRUCTION DOCUMENT DETAILS 6) TESTING REQUIRED PER STRUCTURAL NOTES PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REQ WE FOR COD M MANCE Qdl Lift _ DY�-'tf� 14,4� A_ w J � G-14558 " CAU O C-4 N N LID(o 0 C 00000),- W 0 ev N T– L (� L a Q O O m U 0 0 00 .i 0E—IL� O E ch P4 0 o T•- �0 cC)L0 �Lovao U �- (D .u) � � oa, s � ami c ui � EL�E .� O U N i 14,4� A_ w J � G-14558 " CAU O C-4 N N LID(o 0 C 00000),- W 0 ev N T– L (� L a Q O O m U 0 0 00 .i 0E—IL� O E ch P4 0 � 04 Q�Li�'J oLo Q � V N-� co u DATE 4/1.7/2013 DRAWN BY MMM JOB 05210MAI SHEET sool ROOF FRAMING NOTES 1) ROOF FRAMING CONSISTS OF: RAFTERS PER PLAN 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 15Y THE BUILDING CODE: REFER TO THE ARCHITECTURAL DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) SHEAR WALLS: PROVIDE Oro) - I6d COMMON NAILS, EACH SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC2a STRAP WITH (3ro) - 16d SINKERS ON THE OUTSIDE FACE OF THE DBL TOP PLATE. ® KEY NOTES - ROOF RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL CONNECTIONS PER DETAIL 4/53.1, TYPICAL. R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL LENGTH W/ trod SINKER NAILS, SPACED AT ro" O.C., U.O.N. R4 (N) MSTAIB STRAP W/ trod SINKER NAILS AT (N) 4x4 BLK'G MEMBERS PER DETAIL 1/53.1, TYPICAL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. R(o NEW OPENING IN EXISTING CMU WALL, REINFORCE PER DETAIL 3/52.1 RI PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - Irod SINKER NAILS FACE OF BEAM OPTION - ad COMMON NAILS Ra (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING OVER (N) BEARING WALLS ROOF FRAMING LEGEND L ----J 2 x STRUCTURAL WALL BELOW R" INDICATES KEY NOTE, SEE SCHEDULE THIS SHEET ® POST, 4 x 4 DF" 2 ® POST, 4 x 6 DF4 2 ® POST, 6 x 6 DF* 2 ----J (N) STRUCTURAL BEAM BELOW rox12 DF*`1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 SPECIAL ATTENTION U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BELOW. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS AND SHEAR WALLS. 4) INTERIOR SHEAR WALLS TRANSFERRIN LOADS FROM THE ROOF TO THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). CONTACT ENGINEER IF CLARIFICATION 15 NEEDED ON THE PLANS OR DETAILS. 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY OF THE FRAMING IT 15 FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF DOUBLE TOP PLATE). (o) HOLDOWNS ARE SIZED BASED ON THE D15TANCE BETWEEN THEM (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CL05ER THE HOLDOWNS ARE TO EACH OTHER, THE NIGHER THE LOAD 15. 1F A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR CLARIFICATION. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLE55 AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL SPECIFICATION. 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP 15 REQUIRED TO ENSURE WATER "OFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR IU ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ROOF FRAMING PLAN 1/4ca;E_0 01 gin 4 8 16, 4 STRUCTURAL NOTES ROOF 3 12'-9" E t` FOUNDATION NOTES FOUNDATION LEGEND E� I 1) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR To D EXISTING 8" CMU WALL INSTALLATION) V �`J `\ ® NEW 5" CMU WALL 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS ;3 SHALL HAVE YxYxO229" THICK SQUARE PLATE WASHERS, TYPICAL. I NEW STUD WALL 3) PROVIDE MINIMUM I/2" DIA. x Z" EMBED ANCHOR BOLTS AT A ----------^-------------------------------------------- MAXIMUM SPACING OF 5'-0" O.C. PROVIDE A MINIMUM OF (2) STRUCTURAL SEAM BELOW ANCHOR BOLTS PER SILL, WITH (1)BOLT WITHIN I'-0" OF EACH END ra NEW CONTINUOUS FOOTING OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNING REQUIREMENTS. i 4) SLAB ON GRADE: EXISTING FOOTING 4" THICK CONCRETE SLAB, W/ 03 BARS AT 18" O.C. EACH WAY (AT - - — — MID -DEPTH OF SLAB), OVER 2" OF SAND OVER 6 MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52 INDICATES (N) SHEAR WALL TYPE 53 i LENGTH SEE SCHEDULE ON SHEET 55.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-09 L=X' -X" i i i i i i REFER TO DETAIL INDICATES WOOD SHEAR WALL (o) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF HOEDOWN SEE SHEET 55.0 SEWER LINES PER DETAIL 3/52.0 AND 4/52 INDICATES RETROFIT MASONRY HOLDOWN PER RETROFIT DETAIL RKEY NOTES - FOUNDATION 10/52.1 -i i i Sl SLAB ON GRADE, SEE FOUNDATION NOTES ® POST, 4x4 DF" 2 U.O.N. z i i i i i z e i 52 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 4 93. 4 i i ::::::: i i i 4 63.0 4 cJa INDICATES KEY NOTE i 63 NON-BEARING WALL, REFER TO DETAIL 2/52.1 ...... i R* �------------ ------------------ ---- - S4 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE ------------------ ------- --------------- -n ----- SLAB W/ FIBER REINFORING (FOR ALL FLATWORK 3 `r INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN --- SLAB EDGE PER DETAIL '1/52.0 --------------------------------------------------------- ..... L=9 -0 MIN_ i i L=9'-0" MIN. i -- 55 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, E - i PROVIDE (2) - 04 BARS, I TOP AND I BOTTOM W/ 6" --- i i EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON i SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 ir- ------- -----------------------'.......L------------------------------- ii -------------- _---------- i i - Hli PERMIT # ---------------- - ---------- _ BUTTE COUNTY DEVELOPMENT SERVICES -------------- J_ --------- A CE ?..,.. C D M P L.I :oCt --- \. • ` ca\Y`� ����`nw r � ` x\ �'��e��\,M�\ �, q,,,.. � ,`� the �C3�' �. �: �x ' � — — -- �',,,�,.<......i�_.�,..�.,..w.�,:.,a�»,�`,;`,a�i.'.,�.�:..,,:t,..abaa.»:a�:.,.,.,,zzv.�:�..,.,.,.s.:;..,.,. a��a.•: :�..._.,`....._r:'.:.n...,.s�,,..,.��.:.�,..a.,,il..;..,�.6:.;,,,��.a;:.�:''�:`,a.`vi 2 1 STRUCTURAL NOTES -FOUNDATION t G14556 doIr Cc Lo 04 _N c\I Lo O Imo. .D Nd7�O 0) `=< co05- U)UNc+)-0 N ,r-- Lo O CO C4 U Y O c L L aCu 0 0 E M t V o •- �. rn o �co o6 U f0 .- cm r � aa) c ai E t E O U N U � aS N t G14556 doIr Cc Lo 04 _N c\I Lo O Imo. .D Nd7�O 0) `=< co05- U)UNc+)-0 N ,r-- Lo O CO C4 U Y O c L L aCu 0 0 E M t DRAWN BY MMM JOB 05210MAI 0 ` cl lz 0 u L Q �./ coo DATE 9 4/17/2013 DRAWN BY MMM JOB 05210MAI R®®F FRAMING NOTES 1) ROOF FRAMING CONSISTS OF: RAFTERS PER PLAN 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED BY THE: BUILDING CODE. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) SHEAR WALLS: PROVIDE (1(o) - 16d COMMON NAILS, EACH SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC25 STRAP WITH (36) - 16d SINKERS ON THE OUTSIDE FACE OF THE DBL TOP PLATE. ® KEY NOTES - ROOF Rl PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL CONNECTIONS PER DETAIL 4/53.1, TYPICAL. R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL LENGTH W/ 16d SINKER NAILS, SPACED AT 6" O.G., U.O.N. R4 (N) MSTA15 STRAP W/ 16d SINKER NAILS AT (N) 4x4 BLK'G MEMBERS PER DETAIL 1/53.1, TYPICAL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. RS NEW OPENING IN EXISTING CMU WALL, REINFORCE PER DETAIL 3/52.1 Rl PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS FACE OF BEAM OPTION - Sd COMMON NAILS R8 (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING OVER (N) BEARING WALLS ROOF FRAMING LEGEND r----� 2 x STRUCTURAL WALL BELOW R# INDICATES KEY NOTE, SEE SCHEDULE THIS SHEET ® POST, 4 x 4 DF# 2 ® POST, 4 x 6 DF# 2 ® POST, 6 x 6 DF:* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF"1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 P A ATTENTION st,O NI U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BELOW. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS AND SHEAR WALLS. 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOT TO THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY OF THE FRAMING IT 15 FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF DOUBLE TOP PLATE). 6) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD IS. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR CLARIFICATION. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS SPECIFIED BY THE SIMF'SON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL SPECIFICATION. 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) SHALL BE WATER -PROOFED IN ACCORDANCE WTH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP 15 REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR 11) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ROOF FRAMING PLAN - SALE:4 STRUCTURAL NOTES -.ROOF 3 1/4 -1 -0 0 1 4 8 16 j` ------i j I L----- - I ------------------J � FOUNDATION PLAN FOUNDATION NOTES U SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE YxVxO229" THICK SQUARE PLATE WASHERS, TYPICAL 3) PROVIDE MINIMUM 1/2" DIA, x T' EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" O.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (1) BOLT WITHIN F-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVEFNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/'"3 BARS AT 18" D.G. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0"9 REFER TO DETAIL (o) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/620 AND 4/52D BEY NOTES - FOUNDATION 51 SLAB ON GRADE, SEE FOUNDATION NOTES 62 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 63 NDN -BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL 1/52.0 65 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - #4 BARS, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 2 STRUCTURAL NOTES - FOUNDATION FOUNDATION LEGEND 0 EXISTING 8" CMU WALL <: NEW S" CMU WALL [� NEW STUD WALL PERMff # SUITE COUNTY D,EnVIIF-LCPMENT SERVICES y f� E3 j�j E -- 1 • STRUCTURAL BEAM BELOW NEW CONTINUOUS FOOTING C 1455e, EXISTING FOOTING O INDICATES (N) SHEAR WALL TYPE 4 : LENGTH SEE SCHEDULE ON SHEET 65.0 L=X' -X" _N 1%-mN ----s INDICATES WOOD SHEAR WALL HOLDOWN SEE SHEET 55.0 —� INDICATES RETROFIT MASONRY �Ucuc_0 HOLDOWN PER RETROFIT DETAIL 10/52.1 ® POST, 4x4 DF* 2 U.O.N. S# INDICATES KEY NOTE D 0 CD U PERMff # SUITE COUNTY D,EnVIIF-LCPMENT SERVICES y f� E3 j�j E -- 1 • Q. C 1455e, Arno O co C6 LQ Lo co O _N 1%-mN N O 0) CD m C O O co c: (D �Ucuc_0 CL O U a3 U T- Lo Q. C 1455e, O Lo � O _N 1%-mN 0) CD m C O O co Qcom.- �Ucuc_0 T- Lo .?_'RTL D 0 CD U L M M 00 Cu O Lu., 0F-- w E V �. co �U U� C!) DRAWN BY MMM JOB 05210MAI 1 SHEET a2 w � V �. O Q Go u DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI 1 SHEET a2 3 ROOF FRAMING NOTES 1) ROOF FRAMING CONSISTS OF: RAFTERS PER PLAN 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) SHEAR WALLS: PROVIDE (1(o) - 16d COMMON NAILS, EACH SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC28 STRAP WITH (36) - 1(od SINKERS ON THE OUTSIDE FACE OF THE DBL TOP PLATE. ® KEY NOTES - ROOF RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL CONNECTIONS PER DETAIL 4/83.1, TYPICAL. R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL LENGTH W/ 16d SINKER NAILS, SPACED AT 6" O.C., U.ON. R4 (N) M5TA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 BLK'G MEMBERS PER DETAIL/83.1, TYPICAL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0". O.C. R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE PER DETAIL 3/82.1 Ri PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS FACE OF BEAM OPTION - 8d COMMON NAILS R8 (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING OVER (N) BEARING WALLS ROOF FRAMING LEGEND ----� 2 x STRUCTURAL WALL BELOW L ---- J R" INDICATES KEY NOTE, SEE SCHEDULE THIS SHEET ® POST, 4 x 4 DF10 2 ® POST, 4 x 6 DF# 2 ® POST, Co x 6 DF* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF"I ON 4X(o POST EACH END, U.ON PER DETAIL 5/62.0 ROOF FRAMING PLAN SCALE: 4 STRUCTURAL NOTES - ROOF 1/4"=1'-0" 01' 4' 8' 16' --------------------------J FOUNDATION NOTES U SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE 3"x3"x0229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x 1" EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" O.G. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (U BOLT WITHIN 1'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/ *3 BARS AT 18" O.G. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER 6 MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0"9 REFER TO DETAIL I (9) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/S2.0 AND 4/52.0 EY NOTES - F®IJNDA.TION 51 SLAB ON GRADE, SEE FOUNDATION NOTES 82 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 53 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND- WALKWAYS). THICKEN SLAB EDGE: PER DETAIL 7/52.0 55 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - 04 BARS, 1 TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 FOUNDATION PLAN SCALE: 2 STRUCTURAL NOTES - FOUNDATION 1/4"= V-0" 0 1 4 8' 16 ..p SPECIAL ATTENTION 1) ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BELOW. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS AND SHEAR WALLS. 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF DOUBLE TOP PLATE). (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 69. THE CLOSER THE HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOUN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR CLARIFICATION. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL SPECIFICATION. 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR IU ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. FOUNDATION LEGEND E ; EXISTING 8" CMU WALL NEW 8" CMU WALL 0 NEW STUD WALL L --_-J STRUCTURAL BEAM BELOW 6 MIR NEW CONTINUOUS FOOTING >: co C6 V EXISTING FOOTING ' e- fl7 INDICATES (N) SHEAR WALL TYPE d rn LENGTH SEE SCHEDULE ON SHEET 65.0 L=X' -X" C'7 E � E INDICATES WOOD SHEAR WALL 0 L) HOLDOWN SEE SHEET 55.0 n � INDICATES RETROFIT MASONRY HOLDOWN PER RETROFIT DETAIL 10/52.1 ® POST, 4x4 DF0 2 U.O.N. 8* INDICATES KEYNOTE R" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REQVE Dr FOR 4ACE by �� , OLo�- r CD O C\l cO c6 u� 0 C* rn v d: co C6 V p -�_0000 ' e- fl7 (- rn � W �E C'7 E � E 0 L) F� n � �� , OLo�- CN N O C\l I` .D Lo O 0) O 0) Q c0 O -- (V t� -0 uj Lo L p -�_0000 0 v (- 0cn � W �E C'7 P4 M0 F� w ® Q ue) w, Li �] �+ 0 p DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI SHEET SlA moo -------------- I I I I I I I I I I I I I I I I I I f I I i I I I I I I I I I I I I I i I I I I I I I I I I I I I I 1 ----------------------------------- I I I I 1 I I i I I I I I I I i I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I J I I I II I ------------------- L --------------------------- ---------------------------J L ----------------------------J - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------ ...... ------------------------------------------------------------- i _ I I I I I I s I ------------------------------ I I I I i I lu 0_ I j Q 0 L ---------------------------J 4 loAnz f�i S4 RE 9T 23'-4" ------------------------ I I I I I I I I I I I I I I I I L--------------------------- J 2 ROOF FRAMING NOTES SPECIAL ATTENTION EXISTING 5" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD U ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS INDICATES (N) SHEAR WALL TYPE 4 AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (16) - 16d COMMON NAILS, EACH L=X' -X' SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: M6TC25 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (36) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. INDICATES RETROF=IT MASONRY 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ® KEY NOTES - ROOF OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF 10/52.1 DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH J015T TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP_ HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD IS. IF A HOLDOUIN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ trod SINKER NAILS, SPACED AT ro" O.C., U.ON. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTAIB STRAP W/ trod SINKER NAILS AT (N) 4x4 ATYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBERS PER DETAIL/S3.l, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED lid BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. SPECIFICATION. ' R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE S) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE OCDC� CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L5TA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - irod SINKER NAILS 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - Sd COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF RS (N) 4x P17ST BENEATH (E) REI[IF RAFTERS PASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE LIVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ROOF FRAMING LEGEND 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR ----� 2 x STRUCTURAL WALL BELOW Q 11) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE R INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE THIS SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 ® POST, 4 x (o DF* 2 ® POST, 6 x 6 DFI' 2 L ----J (N) STRUCTURAL BEAM BELOW 6x12 DF"1 ON 4X6 POST EACH END, U.O.N PER DETAIL 5/52.0 4 I STRUCTURAL NOTES -ROOF FOUNDATION NOTES I) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN WERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE 3"xYxO229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA x l" EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF V-0" O.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (1) BOLT WITHIN 1'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/'3 BARS AT IS" O.C. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-011) REFER TO DETAIL 6) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52D AND 4/52.0 AKEY NOTES - FOUNDATION SI SLAB ON GRADE, SEE FOUNDATION NOTES 52 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 53 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL 1/52.0 S5 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - 04 BARS, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 FOUNDATION PLAN SCALE: - , 2 STRUCTURAL NOTES - FOUNDATION 0 1 4 8 16 3 FOUNDATION LEGEND 0 EXISTING 5" CMU WALL NEW 5" CMU WALL 0 NEW STUD WALL o �- �mo STRUCTURAL BEAM BELOW ' NEW CONTINUOUS FOOTING Lo co "t EXISTING FOOTING INDICATES (N) SHEAR WALL TYPE 4 �row� LENGTH SEE SCHEDULE ON SHEET 55.0 L=X' -X' CA rn INDICATES WOOD SHEAR WALL HOLDOWN SEE SHEET 55.0 INDICATES RETROF=IT MASONRY Q c U ca N HOLDOWN PER RETROFIT DETAIL 0) 10/52.1 ® POST, 4x4 DFS 2 U.O.N. 5# INDICATES KEY NOTE PERMIT # BUTTE COUN rf DEVELOPMENT SERVICES REy QED FOR CCD MPA CE DAT i P4 o �- �mo M0 F� 'o Lo co "t �1 �row� .�"• U r tp CA rn ^ Q c U ca N O 0) P4 M0 F� _N CA Lo O M O 0) {= 0000' 65 ur Cy N M � N e r lid (a DATE 4/17/2013 L 0 OCDC� 0 L M O 00 cu 0 !— LL . �1 Q e_ W M P4 M0 F� ur C 0 � ' DATE 4/17/2013 DRAWN 13Y MMM JOB 05210MAI TYP. ROOF FRAMING NOTES SPECIAL ATTENTI®N , U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD I) ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE ANT) SIZE WILL BE USED FOR ALL DIAPHRAGMS Lo AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (1(o) - 1(od COMMON NAILS, EACH POST, 4x4 DFO 2 U.ON. SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC25 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (36) - 16d SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS), DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION 15 NEEDED ON THE PLANS OR DETAILS. Q 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ® KEY - NOTES ROOF OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF 5,LL PLATE TO TOP OF _ w� DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL 6) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ ICod SINKER NAILS, SPACED AT 6" O.G., U.ON. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTA15 STRAP W/ I&d SINKER NAILS AT (N) 4x4 A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBER5 PER DETAIL 1/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.C_ SPECIFICATION. R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE 0 -0 CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. RI PROVIDE LSTAI2 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF SEAM OPTION - act COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. I— SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF RS (N) 4x P❑ST BENEATH (E) ROOF RAFTERS PASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. + ROOF FRAMING LEGEND 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR ----� 2 x STRUCTURAL WALL BELOW � 11) ALL PENETRATIONS N WALLS SHALL BE SEALED AS DETAILED IN THE R INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE THIS SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF0 2 ® POST, 4 x 6 DF* 2 ® POST, Co x 6 DF# 2 L_ ---J (N) STRUCTURAL BEAM BELOW - &x12 DF"I ON 4Xro POST EACH END, U.ON PER DETAIL 5/52.0 ROOF FRAMING PLAN,/SCA,E_o,. Q 4, $, 16 14 1 STRUCTURAL NOTES - ROOF 13 15'--V2" 11 23'-2" •lim, Moo'"' L ------------------------------------J L ------------ ----------------------J FOUNDATION NOTES 1) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN WERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE YxYxO229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x T" EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-O" O.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (1) BOLT WITHIN 1'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/'3 BARS AT 18" O.C. EACH WAY IAT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4' OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0'9 REFER TO DETAIL (o) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52.0 AND 4/52.0 BEY NOTES - FOUNDATION 51 SLAB ON GRADE, SEE FOUNDATION NOTES 52 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 53 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS)_ THICKEN SLAB EDGE PER DETAIL 1/52.0 S5 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - *4 BARS, 1 TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMP50N SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/63.0 � 2 1 STRUCTURAL NOTES -FOUNDATION FOUNDATION LEGEND EXISTING S" CMU WALL NEW S" CMU WALL 0 NEW STUD WALL STRUCTURAL BEAM BELOW 15 .t . NEW CONTINUOUS FOOTING •.iu"'-:fir"+t_"'+tii�'Z^11iit�'l:'u EXISTING FOOTING PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEW D FOR C DE COPLIAN E DINE J - BY INDICATES (N) SHEAR WALL TYPE d , LENGTH SEE SCHEDULE ON SHEET 55.0 L -X' -X" INDICATES WOOD SHEAR WALL O HOLDOWN SEE SHEET 55.0 Cr'fr—e INDICATES RETROFIT MASONRY HOLDOWN PER RETROFIT DETAIL Lo 10/52.1 ® POST, 4x4 DFO 2 U.ON. 5 INDICATES KEY NOTE R� M U PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEW D FOR C DE COPLIAN E DINE J - BY 0 Lo rn Ao O �c6Lq •�G)�� -t Lo a� c gi O 0) M U ^ - Q co O 'rn 0 Lo O r CN Lo O 0) O 0) Q co O 'rn U) U l` — a) u] vjNC�� ox W �:) u _ r Lo cu L (] 4/17/2013 0 0 -0 a) co c i co I— LL1 0 Q � M DRAWN BY MMM JOB 05210MAI SHEET 1 S-149 j M® 0 lz ® u] ox W �:) u O O DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI SHEET 1 S-149 j I I - -CN) 6x8_-1 m-------------------- N i i �___________ _j (N) _ �' i i ------- ------------ ----------- ------------- i m --------------------------------------- x I l�3 l7 l'1 I I x I I x x X ? 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ROOF FRAMING NOTES SPECIAL ATTENTION EXISTING 8" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD 1) ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION AR15ES REGARDING ANY OF THE FOLLOWING, PLEASE RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE 06) - 1(od COMMON NAILS, EACH SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC26 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (36) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ® KEY NOTESR®®� OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF HOLDOWN PER RETROFIT DETAIL DOUBLE TOP PLATE). Rl PROVIDE (N) 142A CLIP AT EACH JOIST.TO WALL W HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOUNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ 16d SINKER NAILS, SPACED AT 6" O.G., U.O.N. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTAIS STRAP W/ 16d SINKER NAILS AT (N) 4x4 ATYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBERS PER DETAIL f/63.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED L BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. SPECIFICATION. R(o NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/62.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE 0DU CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. Rl PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - Sd COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF RS (N) 4x P❑ST BENEATH (E) R❑❑F RAFTERS PASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ROOF FRAMING LEGEND 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP 15 REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR 2 x STRUCTURAL WALL BELOW 11) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE: ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE R* TH15 SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DFI* 2 ® POST, 4 x 6 DF" 2 ® POST, 6 x 6 DF* 2 (N) STRUCTURAL BEAM BELOW (ox12 DF*1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 ROOF FRAMING PLAN 1/4CA1E 4 8 16 , 4 1 STRUCTURAL NOTES ROOF 3 • �� •_ilL FOUNDATION NOTES 1) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE YxYxO229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x 7 EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" O.G. PROVIDE A MINIMUM'OF (2) ANCHOR BOLTS PER SILL, WITH (1) BOLT WITHIN 1'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/ 03 BARS AT 18" O.C. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER 6 MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-O".) REFER TO DETAIL W DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52.0 AND 4/52.0 [#KEY NOTES - FOUNDATION Sl SLAB ON GRADE, SEE FOUNDATION NOTES 52 INFILL EX151TNG CMU BLOCK WALL PER DETAIL 4/52.1 63 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL 1/52.0 55 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - 04 BARS, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/63.0 2 STRUCTURAL NOTES -FOUNDATION FOUNDATION LEGEND r--� EXISTING 8" CMU WALL NEW 8" CMU WALL 0 NEW STUD WALL r- �rno STRUCTURAL BEAM BELOW j__ NEW CONTINUOUS FOOTING ai �a t6 EXISTING FOOTING INDICATES (N) SHEAR WALL TYPE t LENGTH 5EE SCHEDULE ON SHEET 55.0 L=X' -X" CD E ` INDICATES WOOD SHEAR WALL .� 11 .0 HOLDOWN SEE SHEET 55.0 O 11 N INDICATES RETROFIT MASONRY r W N HOLDOWN PER RETROFIT DETAIL 10/52.1 ® POST, 4x4 DF" 2 U.O.N. Sa INDICATES KEY NOTE R" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVS . ND FOR COD M P IA CE DATE -1 _. .._- . CIAB ( t e N. Lo N .D Lo N co d)C 0) C3 0) =Qcom' (l) U I N �_�� m I:t Lo .L = t 0 0co- M00 i Co 0 co P4 r- �rno c� ai �a t6 0, c gi a�r CD E ` .� 11 .0 O 11 N 0 r W N CIAB ( t e N. Lo N .D Lo N co d)C 0) C3 0) =Qcom' (l) U I N �_�� m I:t Lo .L = t 0 0co- M00 i Co 0 co P4 0 h� L (DQ U 0DU DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI TYP. ROOF FRAMING DOTES SPECIAL ATTENTION U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD I) ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS cn AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (16) - 16d COMMON NAILS, EACH LENGTH SEE SCHEDULE ON SHEET 55.0 SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTC28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH l3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. 0 0 O 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY �,T ® Y NOTES ®� OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF 0 DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL W HOLDOWN5 ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 69. THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ 1(od SINKER NAILS, SPACED At 6" O.C., U.O.N. l) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) M5TAIB STRAP W/ 16d SINKER NAILS AT (N) 4x4 ATYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBERS PER DETAIL "1/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED L BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.C_ SPECIFICATION. R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE 00 CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. Ri PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 5) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - Sd COMMON NAIL5 SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING, ROOF FRAMING LEGEND 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP 15 REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR L ----J 2 x STRUCTURAL WALL BELOW IU ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE R TH15 SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF" 2 ® POST, 4 x 6 DF" 2 ® POST, 6 x 6 DF# 2 (N) STRUCTURAL BEAM BELOW 6x12 DF#I ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 ROOF FRAMING PLAN 1/4CA1E 0 4' 8' 16' 4 1 STRUCTURAL NOTES -ROOF 131 FOUNDATION PLAN SCALE: 1/4"=1'-0" 1 01' 4' 8' 16' FOUNDATION NOTES U SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE 3"x3"x0125" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x T' EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" D.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (U BOLT WITHIN I'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR P05515LE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/ 03 BARS AT 16" O.C. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED 5UB-GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10-0"9 REFER TO DETAIL (o) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52.0 AND 4/62D WKEY NOTES - FOUNDATION SI SLAB ON GRADE, SEE FOUNDATION NOTES 52 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 53 NON-BEARING WALL, REFER TO DETAIL 2/52.1 64 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL '1/52.0 55 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - 04 BARS, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED) REFER TO DETAIL 10/53.0 2 I STRUCTURAL NOTES -FOUNDATION PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REV VSE FOR C®® . q1 -E EXISTING 8" CMU WALL NEW 8" CMU WALL ?/ NEW STUD WALL STRUCTURAL BEAM BELOW CNO NEW CONTINUOUS FOOTING N �voo rn q a) ro C6 <0026 EXISTING FOOTING cn INDICATES (N) SHEAR WALL TYPE 4 N LENGTH SEE SCHEDULE ON SHEET 55.0 `a O U m U —� INDICATES WOOD SHEAR WALL co L U HOLDOWN SEE SHEET 55.0 0 0 O INDICATES RETROFIT MASONRY . HOLDOWN PER RETROFIT DETAIL 0 10/52.1 N POST, 4x4 DF* 2 U.O.N. S# INDICATES KEY NOTE R" M PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REV VSE FOR C®® . q1 -E a C-14558 ±,ate ?/ �• rn o CNO � � N �voo rn q a) ro C6 <0026 N �Qyr cn cnCD N 2��E `a O U m U D �ro�eenn a C-14558 ±,ate ?/ Lo CNO N �CDrno <0026 cn cnCD N M `a �= r T '4t y+' , Lo Lo co L U 0 0 O coo O . d. 0 W ,E M P M� F� ® Q L V 00 u DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI SHEET sioll ROOF FRAMING NOTES SPECIAL ATTENTION EXISTING 8" CMU WALL I) ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD I) ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEA5E RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (f6) - I6d COMMON NAILS, EACH r D 5,00 SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: M57C28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (36) - !rod SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHOR5). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION 15 NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ��� �,T®r1,�� �, ®®�, 1� OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF HOLDOWN PER RETROFIT DETAIL DOUBLE TDP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE 61ZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ 1(od SINKER NAILS, SPACED AT 6" O.G., U.ON. 1) J015T AMC) BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS x `t U BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. V V - - I R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE -1 _.... CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R7 PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF _ _ THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE (N) 6x8 _ __ _ __ ___ __ :.:::. ROOF FRAMING LEGEND 10)FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT lN) 6x8 (N 8 FASCIA AND PONDING DOES NOT OCCUR ----� 2 x STRUCTURAL WALL BELOW ---_J 11) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE R* THIS SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 --- ----------- ---- - ----------------- J (N) STRUCTURAL BEAM BELOW fn [a Lu EACH END, U.O.N PER DETAIL 5/52.0 ------_------------- -�- - -------- ---- --^_-----_-_ -�-- - --------------- -- ---------- - 1-1-- -------------------i ---------- ---- ----- -------- ----- \ l�1 i 0 15 xv x� xY l7 li l� `1 �------ (N) 6x8 �_�__ NII v V xi i (N) 6x8 J IN SL J [Ii ____ -------- __ _ -- - - ____ ----- -n---------- -1 -1 CD �7 x x Z i x X �x �x x� IL xl7 xNJ ` �NJ [II [Q [Q -- ------------- --- -------- -- ------------ ------------ ---------rr------------ ----- ----- ----- _"_ - ----- 53.1 ..... I I .. TYP. (N) 6x8 x l I N I I x 1 I F II---------------------_-__------ x------- ----------------- --------------- ---------------------II I, --- -I-. - - - - - - - - - - - -- ---------++,� -z I ? I !GJ I I Z 1 1 I I .. 1 ` iZ ------- (N) 6x12 i i ��� (N) 5 1/8 x 21 GLIB i i i i - Q---------------------------l-1-----------u �So -- - a ------ -- --�---------------------- [D [11 ---------- .. - ------ ------ ___ --------- -1------------' 1 ------- [U- [fl fIl -- kn x x x "t (N) 6x8 1 1 x x x (N) 6x8 IT � ----- .-F --------- - ----- ---- ------------ ------- ------- - ----- ------------ ------------ --------j [Q X I I tC1 m � II i �----- II Y 1L Y -- - -- ------_-- - - - - - - - ---------------- ---=--- ------ (0 m i i [Q [A [Q-- _----_--- ------ -------------- -- x ---------- --------- -- ----- �L �L vv --___ -_---------- --- i i ' t ` R4 e 53.1 TYR ROOF FRAMING PLAN SCALE: I' -1Y2 I, ROOF FRAMING NOTES SPECIAL ATTENTION EXISTING 8" CMU WALL I) ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD I) ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEA5E RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. DRAWINGS FOR THE MINIMUM REQUIREMENTS. 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (f6) - I6d COMMON NAILS, EACH r D 5,00 SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: M57C28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (36) - !rod SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHOR5). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION 15 NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ��� �,T®r1,�� �, ®®�, 1� OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF HOLDOWN PER RETROFIT DETAIL DOUBLE TDP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE 61ZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 6"). THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD 15. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ 1(od SINKER NAILS, SPACED AT 6" O.G., U.ON. 1) J015T AMC) BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 A -TYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBERS PER DETAIL 'T/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED U BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. SPECIFICATION. R6 NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R7 PROVIDE LSTA12 STRAP AT BEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 9) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF RS (N) 4x POST BENEATH (E) ROOF RAFTERS PASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ROOF FRAMING LEGEND 10)FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP 15 REQUIRED TO ENSURE WATER RUNOFF PA55E6 OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR ----� 2 x STRUCTURAL WALL BELOW ---_J 11) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE R* THIS SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 DF# 2 POS 6x6 F 2 T D J (N) STRUCTURAL BEAM BELOW 6x12 DF*I ON 4X6 POST EACH END, U.O.N PER DETAIL 5/52.0 4 STRUCTURAL NOTES ROOF FOUNDATION NOTES 1) SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN HERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE 3"x3"x0229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x T" EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" O.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (U BOLT WITHIN F-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR P0551BLE GOVERNING REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/ *3 BARS AT 18" O.C. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4" OF GLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0".) REFER TO DETAIL (o) DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52.0 AND 4/52.0 BEY NOTES - FOUNDATION SI SLAB ON GRADE, SEE FOUNDATION NOTES 82 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 63 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL -1/52.0 Sr? NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - *4 5AR5, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMPSON SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 FOUNDATION PLAN SCALE:2 STRUCTURAL NOTES - FOUNDATION 1/4"=1'-0" 01' 4 8 16 FOUNDATION LEGEND EXISTING 8" CMU WALL NEW 8" CMU WALL 0 NEW STUD WALL L STRUCTURAL BEAM BELOW co C6 NEW CONTINUOUS FOOTING EXISTING FOOTING c\1 INDICATES (N) SHEAR WALL TYPE 4 r D 5,00 LENGTH SEE SCHEDULE ON SHEET 55.0 L=X' -X" ^ *�e INDICATES WOOD SHEAR WALL HOLDOWN SEE SHEET 55.0 O CO (D U O INDICATES RETROFIT MASONRY TT MM M V/ W 4- HOLDOWN PER RETROFIT DETAIL O 10/52.1 ® POST, 4x4 PF10 2 U.O.N. S* INDICATES KEY NOTE R* PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES R ff E FOR C D MI LIA DATECE tt� - � �_ �� 3 P4 0 CD co C6 1_ r c\1 CN r D 5,00 Ll j Z ^ L U r (D � i•� P4 0 r c\1 CN .� Lo cr) co Cr) C = Q co O N ct) ce N M 'Fu 0 O CO (D U O TT MM M V/ W 4- ^V O C� W co P4 0 V J w �0 U Q co V mo DATE 4/17/201.3 DRAWN BY MMM JOB 05210MAI 10 53.1 TYP. ----- --.,_---»-�--. :.:: ;;. ------------ -- -- ..-- ---- . �- :.::. -- 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED - ------ IIS-------------------------------------- ii II II Il II 11 tl 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS --- - - - -- ----------- -- ----- - 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). - CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 --------x�lI l --=------- - -- ---------++Z RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM I I I I I? ---------------- (N) 6x12 NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR --------- CLARIFICATION. -- P�- R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 --- BLK'G MEMBERS PER DETAIL 7/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED I I �� �� ----- aL Y xY `� -� (N) 6x8 xY `r CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L6TA12 STRAP AT SEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 13) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS ----- -- ----------- ----------- -- SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) RC1f7F RAFTERSPASSING (N) 6x8 i W ®OF FRAMING LEGEND S _ ----------- -� ----------------- � � x (N) 6x8 1 L --- -- -f(�---------- -�-- ----- ----- ----- ----------^ ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 OF* 2 fQ (D I (N) STRUCTURAL BEAM BELOW tu 6x12 DF*1 ON 4X6 POST 0 -------------- -- -------------- b IT x l� l�1 X th I I ca n -------- -- x x x xi I .0 xY xv x_v l x I '( ----- ___----- - ------------ ----------- - _ ___ __ 0111_--------- �_ -m-- ----- ---------- ------------ ----------- - ----I ---- �-�-- �- ---------- -- ---------- ---- ---- II l'I l7 x x j[ a x V I I l7 (N) 6x8 :::: 1L x I i -. (N) 6x8 Y CD ca _ - -------- - ---- ------ -- ---------- _ -[D-- _ -----f-n-----------a �I In xx l3 l'i _h1 x x ZII x x x ,a x x xY V b I I b a II fLl (1] [Q ...... I 10 53.1 TYP. R4 ROOF FRAMING PLAN I EXISTING 8" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD (N) 6x8 II 1L RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL IIS-------------------------------------- ii II II Il II 11 tl 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. ----------- IIx SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTG28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 --------x�lI l --=------- - -- ---------++Z RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM I I I I I? ---------------- (N) 6x12 NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR --------- CLARIFICATION. -- P�- R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 --- BLK'G MEMBERS PER DETAIL 7/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED I I �� �� ----- (N) 5 I/8 x 21 GLB ) 5 1/8- 21 GL --------- 1-1- --------- -I-� A Rio NEW OPENING IN EXISTING CMU WALL, REINFORCE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L6TA12 STRAP AT SEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 13) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS ----- -- ----------- ----------- -- SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) RC1f7F RAFTERSPASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS W ®OF FRAMING LEGEND ----- _ ----------- -� ----------------- � � x (N) 6x8 1 ----- INDICATES KEY NOTE, SEE SCHEDULE ----- ----- ------------ SL C-=-���� ------------ --- ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 OF* 2 ® POST, 6 x 6 OF* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF*1 ON 4X6 POST 0 -------------- -- -------------- ---------- (N) 6x8 (N) X --------- q ---------------- ----- SL ca n -------- -------------------- 0 -- x x x xi I l x m(Q '( R4 ROOF FRAMING PLAN Z I I EXISTING 8" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD rr 1L RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL ---------- ii II II Il II 11 tl 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. ----------- -- ------- SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTG28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 --------x�lI l OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF ---------------------- 911 DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM I I I I I? ---------------- NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR --------- CLARIFICATION. -- P�- R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 --- BLK'G MEMBERS PER DETAIL 7/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED I I �� �� ----- (N) 5 I/8 x 21 GLB ) 5 1/8- 21 GL --------- 1-1- --------- -I-� A Rio NEW OPENING IN EXISTING CMU WALL, REINFORCE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L6TA12 STRAP AT SEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 13) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) RC1f7F RAFTERSPASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ®OF FRAMING LEGEND �. STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE V Y 2 x STRUCTURAL WALL BELOW 1 ----- INDICATES KEY NOTE, SEE SCHEDULE ----- ----- -------------- I ------------ -------- CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 OF* 2 ® POST, 6 x 6 OF* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF*1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 -------------- -- -------------- ---------- (N) 6x8 (N) X SL Y v xi I x x Z I I EXISTING 8" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD aL 1L RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL ---------- --------------- 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. ----------- -- ------- SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTG28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY m----------- OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF HOLDOWN PER RETROFIT DETAIL DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 69. THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD IS. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. -- ---------- R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 --- BLK'G MEMBERS PER DETAIL 7/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. SPECIFICATION. A Rio NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L6TA12 STRAP AT SEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 13) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) RC1f7F RAFTERSPASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ®OF FRAMING LEGEND �. STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR 2 x STRUCTURAL WALL BELOW Il) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE LII CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 OF* 2 ® POST, 6 x 6 OF* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF*1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 X v 9 S3.1 TMP• '�3r � Xx � ',.rad _': •� +t ' 1 1 i • FOUNDATION PLAN ROOF FRAMING NOTES SPECIAL ATTENTION EXISTING 8" CMU WALL U ITEMS REQUIRING SPECIAL ATTENTION FOR THE CONTRACTOR AND FIELD U ROOF FRAMING CONSISTS OF: INSPECTOR IF A QUESTION ARISES REGARDING ANY OF THE FOLLOWING, PLEASE RAFTERS PER PLAN CONTACT THE ENGINEER OR ARCHITECT PRIOR TO PROCEEDING. 2) PROVIDE ATTIC VENTILATION AT ADDITIONS AS REQUIRED 2) VERIFY ALL SHEATHING NAILING PENETRATES THE ROOF FRAMING MEMBERS BY THE BUILDING CODE. REFER TO THE ARCHITECTURAL BELOW. WINGS FOR THE MINIMUMREQUIREMENTS. DRA R E 3) CONFIRM PROPER NAIL TYPE AND SIZE WILL BE USED FOR ALL DIAPHRAGMS EXISTING FOOTING AND SHEAR WALLS. 3) SHEAR WALLS: PROVIDE (I(o) - 1(od COMMON NAILS, EACH C'7 SIDE OF EACH TOP PLATE SPLICE. ALTERNATE: MSTG28 4) INTERIOR SHEAR WALLS TRANSFERRING LOADS FROM THE ROOF TO THE STRAP WITH (3(o) - 1(od SINKERS ON THE OUTSIDE FACE OF THE FOUNDATION (INCLUDING NAILS, SHEATHING, FRAMING, HARDWARE, AND ANCHORS). DBL TOP PLATE. CONTACT ENGINEER IF CLARIFICATION IS NEEDED ON THE PLANS OR DETAILS. HOLDOWN SEE SHEET 55.0 5) PLYWOOD SHEATHING AT SHEAR WALLS SHALL COVER THE ENTIRE BOUNDARY ® ����rj,�•� ®®� OF THE FRAMING IT IS FASTENED TO (FROM BOTTOM OF SILL PLATE TO TOP OF HOLDOWN PER RETROFIT DETAIL DOUBLE TOP PLATE). RI PROVIDE (N) H2A CLIP AT EACH JOIST TO WALL (o) HOLDOWNS ARE SIZED BASED ON THE DISTANCE BETWEEN THEM CONNECTIONS PER DETAIL 4/53.1, TYPICAL. (APPROXIMATELY THE LENGTH OF THE SHEAR WALL MINUS 69. THE CLOSER THE R2 REMOVE (E) OVERHANG AT ADDITIONS, TYP. HOLDOWNS ARE TO EACH OTHER, THE HIGHER THE LOAD IS. IF A HOLDOWN NEEDS TO BE RELOCATED RELATIVE TO THE FRAMING, CONTACT ENGINEER FOR R3 NAIL ROOF SHEATHING TO FRAMING MEMBER FULL CLARIFICATION. LENGTH W/ 1(od SINKER NAILS, SPACED AT C6" O.G., U.O.N. 1) JOIST AND BEAM HANGERS SHALL NOT BE BENT TO ACCOMMODATE AN R4 (N) MSTA18 STRAP W/ 16d SINKER NAILS AT (N) 4x4 ATYPICAL FRAMING CONDITION. NAILS FOR THE HANGERS SHALL BE AS BLK'G MEMBERS PER DETAIL 7/53.1, TYPICAL SPECIFIED BY THE SIMPSON CATALOG (NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ENGINEER). CONTACT ENGINEER FOR ALTERNATE HANGER OR NAIL R5 (N) 4x8 OVERBUILD RAFTERS AT 5'-0" O.G. SPECIFICATION. A Rio NEW OPENING IN EXISTING CMU WALL, REINFORCE 8) ALL PENETRATIONS IN ROOFS SHALL BE SEALED AS DETAILED IN THE PER DETAIL 3/52.1 ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. R1 PROVIDE L6TA12 STRAP AT SEAM SPLICE TOP OF BEAM OPTION - 16d SINKER NAILS 13) ALL ROOF TRANSITIONS (HIP, VALLEY, RIDGE, RAKE, EAVE, AND HEAD WALL) FACE OF BEAM OPTION - 8d COMMON NAILS SHALL BE WATER -PROOFED IN ACCORDANCE WITH THE ARCHITECTURAL DETAILS. SPECIAL ATTENTION SHOULD OCCUR WITH THE ROOFING FELT AND FLASHING. IF R8 (N) 4x POST BENEATH (E) RC1f7F RAFTERSPASSING THE DETAILS ARE INSUFFICIENT FOR THE CONDITION ENCOUNTERED, CONTACT THE OVER (N) BEARING WALLS ARCHITECT PRIOR TO PROCEEDING. ®OF FRAMING LEGEND 10) FOR RAISED FASCIA BOARDS AT EAVES, A HEAVY METAL FLASHING OR CANT STRIP IS REQUIRED TO ENSURE WATER RUNOFF PASSES OVER THE EDGE OF THE FASCIA AND PONDING DOES NOT OCCUR 2 x STRUCTURAL WALL BELOW Il) ALL PENETRATIONS IN WALLS SHALL BE SEALED AS DETAILED IN THE INDICATES KEY NOTE, SEE SCHEDULE ARCHITECTURAL DRAWINGS. IF THE DETAILS ARE INSUFFICIENT FOR THE R* THIS SHEET CONDITION ENCOUNTERED, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. ® POST, 4 x 4 DF* 2 ® POST, 4 x 6 OF* 2 ® POST, 6 x 6 OF* 2 (N) STRUCTURAL BEAM BELOW 6x12 DF*1 ON 4X6 POST EACH END, U.ON PER DETAIL 5/52.0 4 STRUCTURAL NOTES - ROOF FOUNDATION NOTES U SEE SITE PLAN AND/OR FLOOR PLAN FOR WALKS, STOOPS, ETC. NOT SHOWN WERE. (VERIFY ALL FLAT WORK WITH CLIENT PRIOR TO INSTALLATION) 2) ALL FOUNDATION ANCHOR BOLTS AT WOOD FRAMED WALLS SHALL HAVE 3"x3"x0.229" THICK SQUARE PLATE WASHERS, TYPICAL. 3) PROVIDE MINIMUM 1/2" DIA. x 7 EMBED ANCHOR BOLTS AT A MAXIMUM SPACING OF 5'-0" O.C. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER SILL, WITH (U BOLT WITHIN I'-0" OF EACH END OF THE SILL PLATE. REFER TO SHEAR WALL SCHEDULE FOR POSSIBLE GOVERNM REQUIREMENTS. 4) SLAB ON GRADE: 4" THICK CONCRETE SLAB, W/'"3 BARS AT 18" O.C. EACH WAY (AT MID -DEPTH OF SLAB), OVER 2" OF SAND OVER (o MIL WATER PROOF MEMBRANE OVER 4" OF CLEAN CRUSHED GRAVEL, OVER COMPACTED SUB -GRADE. SEE DETAIL 2/52.0 5) CONTRACTOR SHALL LOCATE CONTROL JOINTS AS REQUIRED (MAXIMUM SPACING IN ANY DIRECTION SHALL NOT EXCEED 10'-0".) REFER TO DETAIL 61 DEEPEN PERIMETER FOOTINGS AT ENTRY AND EXIT POINTS OF SEWER LINES PER DETAIL 3/52.0 AND 4/52.0 BEY NOTES - FOUNDATION SI SLAB ON GRADE, SEE FOUNDATION NOTES 82 INFILL EXISITNG CMU BLOCK WALL PER DETAIL 4/52.1 63 NON-BEARING WALL, REFER TO DETAIL 2/52.1 54 4" THICK EXTERIOR NON-STRUCTURAL CONCRETE SLAB W/ FIBER REINFORING (FOR ALL FLATWORK INCLUDING PORCHES, PATIOS, AND WALKWAYS). THICKEN SLAB EDGE PER DETAIL 1/52.0 65 NEW FOOTING INTERSECTION WITH EXISTING FOOTING, PROVIDE (2) - *4 BARS, I TOP AND I BOTTOM W/ 6" EMBED INTO THE (E) FOOTING, ADHERED W/ SIMP50N SET EPDXY (NO SPECIAL INSPECTION REQUIRED), REFER TO DETAIL 10/53.0 2 1 STRUCTURAL NOTES -FOUNDATION I FOUNDATION LEGEND t f.. Rel '—w"'I ✓C EXISTING 8" CMU WALL t NEW 8" CMU WALL N� NEW STUD WALL L ---- J STRUCTURAL BEAM BELOW cock NEW CONTINUOUS FOOTING I 0') 000 Ot—LL� EXISTING FOOTING U10 e-- O O c3)s INDICATES (N) SHEAR WALL TYPE d C'7 LENGTH SEE SCHEDULE ON SHEET 55.0 a �a2 �E0E �—� INDICATES WOOD SHEAR WALL 2 U HOLDOWN SEE SHEET 55.0 N i vim, :: INDICATES RETROFIT MASONRY HOLDOWN PER RETROFIT DETAIL 10/52.1 ® POST, 4x4 DF* 2 U.ON. S* INDICATES KEY NOTE R* PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CQQE COMPLIA CE DATE BY J/�'552 ., AIR -n . C-14558 t f.. Rel '—w"'I ✓C C) 04 N N� .0 CD CD C o� �0CD cock v- Lo (� L. 0 v M4� 0') 000 Ot—LL� U10 e-- O O c3)s W �l C'7 a �a2 �E0E 4f� 2 U N i vim, :: J/�'552 ., AIR -n . C-14558 t f.. Rel '—w"'I ✓C C) 04 N N� .0 CD CD C 65UCVM'o N p v- Lo (� L. 0 v 0') 000 Ot—LL� � W �l C'7 DRAWN BY MMM JOB 05210MAI 4f� a. DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI COMPACTED BACKFILL 1'-1 1/2 d zj .0145"? x 2 1/2" MIN d SHOT PINS AT 32" O.C. h a TRENCH d 2x STUDS AT 16" O.C. AT ° d NON-BEARING PARTITION° U.O.N. PARALLEL a 2x P.T.DF. SEE FOUNDATION PLAN o SILL PLATE GONG SLAB PER FOR REINFORCEMENT i-- FOUNDATION PLAN NO PIPES TO BE 1 2 CONCRETE SLAB CONTINUOUS FOOTING . , SEE PLAN FOR THICKNESS PLACED BELOW i ------ — — --- THIS LINE C� Cid d 2"MOIST SAND 4 OF PEA GRAVEL 6 VAPOR MIL — I -III -1 BARRIER OR EQUAL \\\\\\\\\\ \ \ \ \\\\\\\\\\ \ "�ENGINEERED FILL OR NATURAL SOIL TYPICAL NON-BEARING PARTITION 2 SLAB AT CONDITIONED AREA 108 (MTYP. PIPE AND TRENCH TO FOOTING SECTION SCALE: 3/4"=1'-0" S2, Q NOT TO SCALE S2, Q SECTION NOT TO SCALE POST -SEE PLAN BEAM -SEE FRAMING PLAN F �Q Lu ca �i[Q O� w� qiw PC CAP TOP AND BOTT BEAM -SEE FRAMING PLAN EPG CAP -TYP POST -SEE FRAMING PLAN, TYP. NOTE: USE WHERE POST IS NOT WITHIN WALL LION. POST AND BEAM HARDWARE CONNECTION ION: STRAP COP 4P PER PLAT )PPED BEAM ,PLAN 6d EA SIDE SECTION A -A 1 TOP PLATE BREAK AT BEAM ELEVATION NOT TO SCALE S2, ELEVATION �We_ �W� SIMPSON C816 eTRAf-_'t ANCHOR BOLTS I EA SIDE OF TOP PL AS REQD. E AS REQUIRED PER NOTE BELOW Z I NOTE BELOW NOTCH IN MEMBER -- Y_ +' HOLE FOR PIPE T CENTERED ON MEMBER 6 - 16d AT EA END OF STRAP - FOR 'D' GREATER THAN Y3 W, FOR 'D' GREATER THAN Y3 W PROVIDE STRAP AT PROVIDE A.B. AT 9" O.G. MAX OR 2",PROVIDE STRAP AT EA ALL NOTCHES. MAX E 6" O.C. MIN AT EA SIDE OF SIDE AS SHOWN, 2W/3 MAX NOTCH D = W/3 HOLE. PROVIDE MIN OF 2 A.B. PER SILL PEICE PLAN - HOLE IN SILL PLAN - HOLE IN DBL NOTCH IN PLATES PLATE TOP PLATE NOT FOR MULTIPLE HOLES AND NOTCHES, MAINTAIN 18" CLR MIN d EXTEND STRAP 12" PAST LAST HOLE OR NOTCH D - HOLE- HOLE OR NOTCH THRU PLATES THRU 9_-� HOLE OR NOTCH THRU PLATES W� NOT TO SCALE NO NOTCHES IN MIDDLE 1/3 OF SPAN Z A - NOTCHES 4 HOLES IN N JOISTS 4 HEADERS 48" MIN SPLICE DBL TOP PL SPLICE OVER STUD, TYP 16d COMMONS EA SIDE OF SPLICE - SEE PLAN FOR QUANTITY B - TOP PLATE SPLICE DETAIL BE CURS TOP PLS 41" i �S 3ELOW BEAM EIGHT STUDS lE OF POST AT 6" O.G. I. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT. 2NOTCHES ON THE ENDS OF JOISTS 4 HEADERS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. 3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/10 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. 4. NOTCHES ON THE BOTTOM OF JOISTS ALLOWED ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS. 5. HOLES BORED IN JOISTS SHALL OVERLAP TOP PLATES NOT BE WITHIN 2 INCHES OF THE TOP TO TIE STUD TOGETHER OR BOTTOM AND SHALL NOT HAVE LR. G " A DIAMETER LARGER THAN E THE 1/4 114" C DEPTH OF THE JOIST. ISTSHEATHING 16d AT 12" OC TYPICAL DBL2x6PL INSIDE WALL FIN EXT SIDING PER PLAN TOOL R ^^"'^ TYPICAL FLA TWORK SLAB EDGE CURVED TOP E BOTTOM PLATES - BUILT UP W/ 2 LAYERS OF 3/4" PLYWD 1 x 2 FILLER--/ 4x HDR (U.O.N.) C - 4x HDR IN 2x6 WALL REINFORCING - SEE PLAN SEE PLAN 0 SCALE: 3/4"=1'-0" 5/0" DIA STUD OR THRU BOLTS 6 36"OC 8 's 6" FROM ENDS OF STUD TS COLUMN IN WALL -� USE 201D 612" O.C.' WHERE DRIVEN THRU SHEATHING SPS EDGE NAIL TYPICAL STUD FRAMING AT INTERSECTIONS 2X STUD (USE 3X STUD WHERE BOLT IS COUNTER BORED) NOT TO SCALE S2, Q PLAN NOT TO SCALE PIPE V O 1'-o" MIN. BELOW BOTTOM PIPE SLEEVE t� BOTTOM REBAR X ° a d d ° Q d F N A lQ- Ad d 4 d Q d d oa d 1 BOTTOM BARS 1 FILL ANNULAR HOLE 611 WITH SEALANT LESS THAN 12" BELOW BOTTOM CLEAR OF TOP 4 BOTTOM REBAR PIPES PERPENDICULAR TO GRADE BEAMS OR FOOTINGS SECTION NOT TO SCALE 8-16d NAILS EACH SIDE OF TOP PLATE SPLICE DBL. 2x TOP PLATE— TOP PLATE BREAK —' T`I'PICAL TOP PLATE SPLICE SIMPSON ST(o STRAP (U.N.O.) DBL. 2x TOP PLATE TOP PLATE BREAK 4'-0" MIN. LAP TYP. OPTIONAL: ALTERNATE TOP PLATE SPLICE TOP PLATE SPLICE SECTION 4'-0" MIN.. LAP w/ 3-16D m TOP PALTES 12-16d MIN. BEAM EEOBEAM NOT TO SCALE 3-16D EA. STUD TO BEAM POST A35 MIN. BEAM I&D 6 12" OC STAGGERED STUD TO POST _N FULL HT. STUD 16D Q 12" OC EA, SIDE STAGGERED, STUD TO POST A35 MIN. BEAM PERPENDICULAR TO WALL A35 MIN. 114 435F -POST 2-10D TN EA. FACE 4" POST TO PLATE 2-16D TN EA. FACE 6" POST 4 LARGER PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES BEAM PARALLEL TO WALL REVI Wj� �IE�rj"'j FOR LI DAl ----- - -- BE AM _BEAM TO WALL CONNECTIONS ELEVATION NOT TO SCALE L V a '.. S:14 .1ca O o� -'t°'It w 00C6� 0) co (D a) co o n O O O `— O w� _ c a) �a)cci � Aw N f� ccn PLAN CHECK 02-05-14 L V a '.. S:14 .1ca O w � o :s N c'7 U) Ch (o c Cn Lr) CF) 0) N 0) � -� X Q CV -0 OUr m L .� C.0 U cuZZ ~ u_ E L V O w � o Q U F� w a Q u DATE 11/5/2014 DRAWN BY MMM JOB 05210MAI SHEET S2.0 4 - Sd TYP OR 2 - 16d END NAIL 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOOR5) (SEE SHEAR WALL SCHEDULE FOR 3x LOCATIONS) STRUCTURAL WALL FRAMING ELEVATION & SECTION (E) CMU WALL PROVIDE FULL BEARING AT HDR CHANNEL TO JAMB CHANNEL COPE WEB TO EXTENDED FLANGES 3a (N) OPENING AT CMU WALL SECTION (E) CMU WALL 411-1 MAX PROVIDE FULL BEARING AT HDR CHANNEL TO JAMB CHANNEL J :lDBL CEILING FINIS" PER PLAN 2x TOP PL POST 2x STUDS AT 'ICAC 16" O.C,U.O.N. CATIONS) BLOCKING PER ARCH LKG PER Y2" GYP BDARD U.O.N. -L SPLICE OR PL NOTCH NEXT SIDING PER PLAN SREATER THAN Y3 WIDTH 4Y" MIN 4 312'11 MAX INSULAI IUM F'tK PLAN SILL/SOLE PLATE PER PLAN FINISH FLOORING HOLD GYP BOARD OFF FLOOR AT BASE TYPICAL WALL SECTION L DIA ANCHOR ROD AT 0" 3" x 3" x 1/4" PL WASHERS O.C. SEE PLAN FOR GREATER AT EACH ANCHOR ROD REQUIRMENT5. (MIN 2 (TYP.) BOLTSPER PLATE, MAX 12" FROM CORNERS) NOT TO SCALE POWERS 5/$"z FLAT HEAD POWER -BOLT W/ 3" MINIMUM EMBED AT 24" O.G. CENTER ON CMU WALL CO x 11.5 JAMB CHANNEL NESTED OVER CMU, TYP NOT TO SCALE POWERS V DIAMETER FLAT HEAD POWER -BOLT W/ 3 1/2" MIN. EMBED AT 8" O.G. (4 TOTAL MIN.) COPE WEB TO (CENTER ON CMU WALL) EXTENDED FLANGES I # ALTERNATE: HILT] 1/2" FLAT HEAD (FPH) SLEEVE ANCHOR AT 8" O.C. CIO x 20 JAMB CHANNEL NESTED OVER CMU, TYP HILTI 1/2" FLAT HEAD (FF") SLEEVE ANCHOR AT 8" O.G., NOTE: FULL HEIGHT CARE SHALL BE TAKEN DURING DEMOLITION (CENTER ON CMU WALL) OF CMU TO PROVIDE ADEQUATE SHORING OF REMAINING CMU 3b N OPENING AT CMU WALL W1 CLEAN EDGES S2. ELEVATION (E) CMU WALL 4 8" - PROVIDE FULL BEARING AT HDR CHANNEL TO�_t JAMB CHANNEL ua COPE WEB TO - EXTENDED FLANGES NOTE: CARE SHALL BE TAKEN DURING DEMOLITION OF CMU TO PROVIDE ADEQUATE SNORING OF REMAINING CMU ()RNN) OPENING AT CMU WALL \,S2.1 ELEVATION l DENOTES JAGGED EDGE OF GMU BLOCK (REBAR NOT SHOWN FOR CLARITY) REMOVE REMAINING GROUT FFROM (E) REBAR AT E30TTOM OF CMU LINTEL PRIOR TO INJECTING NEW iTGROUT. PROVIDE SHEET METAL --- ---- FORM EACH FACE OF WALL TO CONTAIN GROUT AS NEEDED DIAMETER THREADED RDD W/ 3 1/2" MIN. EMBED AT 8" D.G. WET -SET IN GROUT (TYP. OF 4 TOTAL MIN.) (CENTER ON CMU WALL) CIO x 20 JAMB CHANNEL NESTED OVER CMU, TYP \—HILTI 1/2" FLAT HEAD (FP") SLEEVE ANCHOR AT 8" D.G., FULL HEIGHT (CENTER ON CMU WALL) W/ JAGGED EDGES (E) CMU (N) CMU NOTE; L f'm- 15 2. ADD'; NOT RE4 CMU INFILL ELEVATION MAX EPDXIED INTO (E) CMU WALL AT CENTER OF BLOCK NOT TO SCALE CMU WALL LAP TOP PL NOT TO SCALE —12" MIN PER PLAN T er rn a T T co co 2x DBL TOP PL W/ 16d AT 12"O.C., TYF 2x DBL TOP PL W� a AT CORNERS TYP HORIZ REINF ARS SHOWN ARE IN ADDITION 4 16d AT 12"O.G., TYF 6x5DF01U.O 4x 12DF*2OR, 171 I) I _ VERT BARS W/ STND• a `9 Lu 4-16dEAEND- a a I PER PLAN 1 -NOTE 6 x 8 DF*I U.ON EACH END FOR INFO NOT NOTED I 2x CRIPPLES TO HDR SET REFER TO H/5I.1 EMBEDMENT NOT POSSIBLE LOCKS 1 CMU WALL HEADER OPENING � AT STANDARD WINDOW HT U.ON.AT KING STUD EA SIDE I 2 - 2x KING STUDS— AT OPENINGS OVER 6'-0" IN WIDTH 2x TRIMMER EA SIDE U.ON. W/ I I r NAL USE 4x OR 6x KIN( HOLDOWNS, TYI (SEE PLAN FOR L( SEE ARCHL FOR E REQUIREMENT OR Ir MATCH HORIZ 16d AT 12" O.G. SEE ARCHL FOR E VERT JAMB BAR AT EA CURTAIN. KING STUD EA SIDE BARS SHEAR WALL REQ 16d AT 12" O.C. EA SID T REBAR I WALL REQUIREMENT OR RUN JAMB BARS FULL HT OF WALL i I .L U.N.O. 16d AT 12" O.G. _ SHEAR WALL REQ 2x SILL - DOUBLE SILL AT 16d AT 12" O.C. EA SID 4'T-- CLR I i I I WHERE OPENING WIDTH IS 24" OR GREATER OPENINGS OPNGS OVER 5'-0" WIDE 2x SILL - DOUBLE SILL AT (TRIPLE OVER 10' WIDE) I I I I OPNGS OVER 5'-0" WIDE VERT BARS W/ STND I TYP WALL II II 2x CRIPPLE STUDS l (TRIPLE OVER 10' WIDE) I 180' HOOK d SPACING z REBAR 48d OR 24" MIN EXTENSION FOR 2x CRIPPLE STUDS PER PLAN 4 - Sd TYP OR 2 - 16d END NAIL 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOOR5) (SEE SHEAR WALL SCHEDULE FOR 3x LOCATIONS) STRUCTURAL WALL FRAMING ELEVATION & SECTION (E) CMU WALL PROVIDE FULL BEARING AT HDR CHANNEL TO JAMB CHANNEL COPE WEB TO EXTENDED FLANGES 3a (N) OPENING AT CMU WALL SECTION (E) CMU WALL 411-1 MAX PROVIDE FULL BEARING AT HDR CHANNEL TO JAMB CHANNEL J :lDBL CEILING FINIS" PER PLAN 2x TOP PL POST 2x STUDS AT 'ICAC 16" O.C,U.O.N. CATIONS) BLOCKING PER ARCH LKG PER Y2" GYP BDARD U.O.N. -L SPLICE OR PL NOTCH NEXT SIDING PER PLAN SREATER THAN Y3 WIDTH 4Y" MIN 4 312'11 MAX INSULAI IUM F'tK PLAN SILL/SOLE PLATE PER PLAN FINISH FLOORING HOLD GYP BOARD OFF FLOOR AT BASE TYPICAL WALL SECTION L DIA ANCHOR ROD AT 0" 3" x 3" x 1/4" PL WASHERS O.C. SEE PLAN FOR GREATER AT EACH ANCHOR ROD REQUIRMENT5. (MIN 2 (TYP.) BOLTSPER PLATE, MAX 12" FROM CORNERS) NOT TO SCALE POWERS 5/$"z FLAT HEAD POWER -BOLT W/ 3" MINIMUM EMBED AT 24" O.G. CENTER ON CMU WALL CO x 11.5 JAMB CHANNEL NESTED OVER CMU, TYP NOT TO SCALE POWERS V DIAMETER FLAT HEAD POWER -BOLT W/ 3 1/2" MIN. EMBED AT 8" O.G. (4 TOTAL MIN.) COPE WEB TO (CENTER ON CMU WALL) EXTENDED FLANGES I # ALTERNATE: HILT] 1/2" FLAT HEAD (FPH) SLEEVE ANCHOR AT 8" O.C. CIO x 20 JAMB CHANNEL NESTED OVER CMU, TYP HILTI 1/2" FLAT HEAD (FF") SLEEVE ANCHOR AT 8" O.G., NOTE: FULL HEIGHT CARE SHALL BE TAKEN DURING DEMOLITION (CENTER ON CMU WALL) OF CMU TO PROVIDE ADEQUATE SHORING OF REMAINING CMU 3b N OPENING AT CMU WALL W1 CLEAN EDGES S2. ELEVATION (E) CMU WALL 4 8" - PROVIDE FULL BEARING AT HDR CHANNEL TO�_t JAMB CHANNEL ua COPE WEB TO - EXTENDED FLANGES NOTE: CARE SHALL BE TAKEN DURING DEMOLITION OF CMU TO PROVIDE ADEQUATE SNORING OF REMAINING CMU ()RNN) OPENING AT CMU WALL \,S2.1 ELEVATION l DENOTES JAGGED EDGE OF GMU BLOCK (REBAR NOT SHOWN FOR CLARITY) REMOVE REMAINING GROUT FFROM (E) REBAR AT E30TTOM OF CMU LINTEL PRIOR TO INJECTING NEW iTGROUT. PROVIDE SHEET METAL --- ---- FORM EACH FACE OF WALL TO CONTAIN GROUT AS NEEDED DIAMETER THREADED RDD W/ 3 1/2" MIN. EMBED AT 8" D.G. WET -SET IN GROUT (TYP. OF 4 TOTAL MIN.) (CENTER ON CMU WALL) CIO x 20 JAMB CHANNEL NESTED OVER CMU, TYP \—HILTI 1/2" FLAT HEAD (FP") SLEEVE ANCHOR AT 8" D.G., FULL HEIGHT (CENTER ON CMU WALL) W/ JAGGED EDGES (E) CMU (N) CMU NOTE; L f'm- 15 2. ADD'; NOT RE4 CMU INFILL ELEVATION MAX EPDXIED INTO (E) CMU WALL AT CENTER OF BLOCK NOT TO SCALE CMU WALL LAP TOP PL AT CORNERS NOT TO SCALE —12" MIN PER PLAN T er rn a T T co co 2x DBL TOP PL W/ 16d AT 12"O.C., TYF 2 - *5 CONT BARS a TYP HORIZ REINF ARS SHOWN ARE IN ADDITION 4 _w 6x5DF01U.O O U U 171 I I _ VERT BARS W/ STND• a `9 Lu 180° HOOK 4 SPACING a a z PER PLAN 1 -NOTE " 2 - *5 CONT BARS FOR INFO NOT NOTED I REFER TO H/5I.1 EMBEDMENT NOT POSSIBLE LOCKS 1 CMU WALL HEADER OPENING SECTION GROUT V ALL AROUND BOL NOT TO SCALE WALL PER PLAN DIA. BOLTS ATP 48" (5" EMBED, MIN) STUD WALL PER PLAN V FIBERGLASS �STUD WALL TO BLOCK WALL S2. IJ PLAN NOT TO SCALE w 2 w I - Z 4 CL L 4 - Sd TYP OR 2 - 16d END NAIL 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOORS) (SEE SHEAR WALL SCHEDULE FOR 3x LOCATIONS) NON—STRUCTURAL WALL FRAMING 0.145" DIAMETER x 2 "ILTI DRIVE PINS AT 32" O.C. (MIN 2 DRIVE PINS PER PLATE, MAX 12" FROM CORNERS) LKG SER EACH PLATE SPLICE OR NOTCH GREATER THAN Y3 PLATE U1DTH 4y2" MIN A" MAX NOTE: SINGLE TOP PLATE MAY BE USED FOR STUDS NOT EXCEEDING 10'-0" IN HEIGHT PROVIDED OVERLAPPING OCCURS AT CORNERS, INTERSECTIONS WITH OTHER WALLS, AND AT PLATE JOINTS WITH 2x BLOCKING x 16" LONG MIN. FASTENED WITH (2) - 16d NAILS EACH SIDE OF SPLICE FILING FINISH ER PLAN BL 2x TOP PL <4 STUDS AT O.C., U.O.N. iLOCKING PER ARCH ' GYP BOARD I.I.O.N. SILL/SOLE PLATE PER PLAN �FINISH FLOORING HOLD GYP BOARD OFF FLOOR AT BASE TYPICAL WALL SECTION LAP TOP PL AT CORNERS NOT TO SCALE —12" MIN (WHERE OCCURS) T er rn a T T co co 2x DBL TOP PL W/ 16d AT 12"O.C., TYF • — $dpi — — a lI4x12DF*20R j 2x CRIPPLES TO HDR SET AT ARS SHOWN ARE IN ADDITION W/ ALTERNATING KEY Ls° .E 6x5DF01U.O O U U 4-16dEAENE) EACH END I I _ STANDARD WINDOW HT U.ON. I 2 - 2x KING STUDS TO TYP REINF. SEE PLAN FOR ST'D 90' HOOK IF DEVELOPMENT i; AT OPENINGS OVER I TYP HORIZ a VERT REINF EMBEDMENT NOT POSSIBLE LOCKS 1 6'-0" IN WfDTH � i I I I r NAL 2x TRIMMER EA Ir MATCH HORIZ SEE ARCHL FOR E VERT JAMB BAR AT EA CURTAIN. KING STUD EA SIDE BARS SIDE U.ON. W/ T REBAR I WALL REQUIREMENT OR RUN JAMB BARS FULL HT OF WALL i I .L U.N.O. 16d AT 12" O.G. _ SHEAR WALL REQ L_____________L_ -----I I 16d AT 12" O.C. EA SID 4'T-- CLR I i I I WHERE OPENING WIDTH IS 24" OR GREATER OPENINGS 2x SILL - DOUBLE SILL AT I I I I I OPNGS OVER 5'-0" WIDE VERT BARS W/ STND I TYP WALL l (TRIPLE OVER 10' WIDE) I 180' HOOK d SPACING z REBAR 48d OR 24" MIN EXTENSION FOR 2x CRIPPLE STUDS PER PLAN 4 ------------------ -i------ i I i ALL HORIZ REINF IIF LESS THAN I Q- 48d OR 2411, BEND BAR) 4 - Sd TYP OR 2 - 16d END NAIL 2x BOTTOM PLATE (PRESSURE TREATED AT SLAB FLOORS) (SEE SHEAR WALL SCHEDULE FOR 3x LOCATIONS) NON—STRUCTURAL WALL FRAMING 0.145" DIAMETER x 2 "ILTI DRIVE PINS AT 32" O.C. (MIN 2 DRIVE PINS PER PLATE, MAX 12" FROM CORNERS) LKG SER EACH PLATE SPLICE OR NOTCH GREATER THAN Y3 PLATE U1DTH 4y2" MIN A" MAX NOTE: SINGLE TOP PLATE MAY BE USED FOR STUDS NOT EXCEEDING 10'-0" IN HEIGHT PROVIDED OVERLAPPING OCCURS AT CORNERS, INTERSECTIONS WITH OTHER WALLS, AND AT PLATE JOINTS WITH 2x BLOCKING x 16" LONG MIN. FASTENED WITH (2) - 16d NAILS EACH SIDE OF SPLICE FILING FINISH ER PLAN BL 2x TOP PL <4 STUDS AT O.C., U.O.N. iLOCKING PER ARCH ' GYP BOARD I.I.O.N. SILL/SOLE PLATE PER PLAN �FINISH FLOORING HOLD GYP BOARD OFF FLOOR AT BASE TYPICAL WALL SECTION ELEVATION HORIZ CONTROL JOINT NOT TO SCALE —12" MIN (WHERE OCCURS) T er rn a T T co co • — $dpi — — a w OO!T rn ARS SHOWN ARE IN ADDITION W/ ALTERNATING KEY Ls° .E O U U Ak I I _ 7-71 I I TO TYP REINF. SEE PLAN FOR ST'D 90' HOOK IF DEVELOPMENT i; II I TYP HORIZ a VERT REINF EMBEDMENT NOT POSSIBLE LOCKS 1 I � i I I I r NAL Ir MATCH HORIZ VERT JAMB BAR AT EA CURTAIN. BARS T REBAR I WALL RUN JAMB BARS FULL HT OF WALL I .L U.N.O. _ AT CMUINC WALL L_____________L_ -----I I I 4'T-- CLR I i I I WHERE OPENING WIDTH IS 24" OR GREATER OPENINGS I I I I I VERT BARS W/ STND I TYP WALL l I 180' HOOK d SPACING z REBAR 48d OR 24" MIN EXTENSION FOR PER PLAN 4 ------------------ -i------ i I i ALL HORIZ REINF IIF LESS THAN I Q- 48d OR 2411, BEND BAR) I w --------------- I I I I I (2) *5 BARS MIN TYP, (OR AS NOTED) cp —HORIZ BAR ABOVE 4 BELOW ALL i I I — (I I - — BOT REINF I i I I I OPENINGS AT EA CURTAIN, TYP I — — — — — UN.O. ON PLANS I \ I I \ �OPENING I LINTEL BLOCK, \� I DO NOT I I i i i I CONTINUE -Ti DOWELS TO MATCH VERT BEYOND JAMS REINF SIZE 4 SPACING 2 - *5 JAMB BARS TYP UN.O. THIS BAR SHALL BE 2'-011 CONTINUOUS* BETWEEN LATERAL i I I I I I I TOP OF FOOTING MIN SUPPORTS OF BETWEEN FLOORS. FOR BAR I I I I PLACEMENT SEE TYP ELEVATION CONCRETE BLOCK DETAILS SECTION NOTE: NOTE: REBA RSI R SIZE TO MATCH AT CANTILEVERED CMU WALL TYP AT EA CURTAIN OPENINGS PROVIDE ADDITIONAL REBAR AT DIMENSIONS INDICATED ON PLANS ABOVE THE CMU OPENINGS TYP REINFORCING FOR OPENINGS IN CMU WALLS MREBAR A T CMU WALL OPENING ELEVATION HORIZ ELEVATION & SECTION (E) CMU WALL TO REMAIN— 3/8" x 3" x 4'-0" STEEL FABRICATED PLATE HOLDOWN 5/8" DIA. x 3 1/2" EMBED HILTI KWIK BOLT TZ ANCNOR5 NOT TO SCALE J CORNER INTERSECTION PLAN INTERSECTION 0 CORNER (E) CONC SLAB W TO REMAIN VERT REBAR Cb Q U 2 ST'D BOND BM BLOCKS AT 4" *5 BARS VERT HIGH UNITS ONLY ��// ELEVATION U.N.O. — PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES HORIZ WALL �� qQ REV IE DF R BAR POSITIONER OR *RE 5 A R 4. L� EQUAL AT 200 db MAX PROVIDE CLEANOUT FOR POSITIONING AT BOTTOM COURSE DATE_��.— VERT REBAR FOR GROUT POURS GREATER THAN 5'-0" (E) CONCRETE NOTE: BOND }SEAM BLOCK - FOOTING TO REMAIN SPECIAL INSPECTION 15 JAMB OfR WALL ENDSECTION REQUIRED FOR THE INSTALALTION OF ALL PLAN CAT ALL HORIZ REBAR) RETROFIT ANC"ORS 9 CONCRETE BLOCK WALLS 10 NEW HOLDOWN AT EXISTING CMU WALL END S2 ELEVATION & SECTION NOT TO SCALE S2 SECTION SCALE: 3/4"=1'-0" NOT TO SCALE —12" MIN ADD'L #5 VERT T er rn a T T co co • — $dpi — — a w OO!T rn �dP• Ls° .E O U U Ak _ _ 7-71 r i; II I II _z LOCKS 1 I � I r DOWELS TO Ir MATCH HORIZ REINF OR CMU T REBAR I WALL .L U.N.O. 1/2" MIN 4'T-- CLR ELEVATION & SECTION (E) CMU WALL TO REMAIN— 3/8" x 3" x 4'-0" STEEL FABRICATED PLATE HOLDOWN 5/8" DIA. x 3 1/2" EMBED HILTI KWIK BOLT TZ ANCNOR5 NOT TO SCALE J CORNER INTERSECTION PLAN INTERSECTION 0 CORNER (E) CONC SLAB W TO REMAIN VERT REBAR Cb Q U 2 ST'D BOND BM BLOCKS AT 4" *5 BARS VERT HIGH UNITS ONLY ��// ELEVATION U.N.O. — PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES HORIZ WALL �� qQ REV IE DF R BAR POSITIONER OR *RE 5 A R 4. L� EQUAL AT 200 db MAX PROVIDE CLEANOUT FOR POSITIONING AT BOTTOM COURSE DATE_��.— VERT REBAR FOR GROUT POURS GREATER THAN 5'-0" (E) CONCRETE NOTE: BOND }SEAM BLOCK - FOOTING TO REMAIN SPECIAL INSPECTION 15 JAMB OfR WALL ENDSECTION REQUIRED FOR THE INSTALALTION OF ALL PLAN CAT ALL HORIZ REBAR) RETROFIT ANC"ORS 9 CONCRETE BLOCK WALLS 10 NEW HOLDOWN AT EXISTING CMU WALL END S2 ELEVATION & SECTION NOT TO SCALE S2 SECTION SCALE: 3/4"=1'-0" r� bD 0Lo WALe CN N_ CN Lo V N M N r- u') Co .>=�L O co t a0)oo.L_ 0l—LL1 �.0 v 'E i T er rn a T T co co ul c6 a w OO!T rn c 0 N C N Ls° .E O U U Ak r� bD 0Lo WALe CN N_ CN Lo V N M N r- u') Co .>=�L O co t a0)oo.L_ 0l—LL1 �.0 v 'E DRAWN BY MMM JOB 05210MAI SHEET 2. � I i a Ak r i; 1 � r } DRAWN BY MMM JOB 05210MAI SHEET 2. � I 8" THICK CMU WALL SCALE: 3/4"=1'-0" SJ', Q SECTION SCALE: 3/4"=1'-0" BAR SIZE 05 32" O.C. VERT PER PLAN OTHER BARS CASE I CASE 2 DRILLED 4" MIN. INTO (E) WALL d 8 THICK CMU WALL *5 IV 32" O.C. VERT 16 ADHERED W/ SIMPSON SET PER PLAN °I n EPDXY 1@ (E) WALL TO (N) WALL DOWELS TO MATCH 20 CONNECTION _ 16 23 *4 VERT. RE INF. 31 4-1 1 VERT. RE INF. II (N) 8" THICK CMU *4 24" O.G. HORIZ. lE) CMU WALL WALL *4 24" O.C. HORIZ. •I� v, 2"THIIR COMPRESSIBLE aid C14 .Q 59 FILLEDROP A 4-1 •q 36 a THICK GONG. SLAB 4" THICK LONG. 10 #1 V4" FLATWORK II PER FOUNDATION PLAN I 99 51 TO REMAIN7 — — — — —- (N) CONCRETE FOOTING II v� c THICK CONC, SLAB FINISHED GRADE 111 II oo �-4" PER FOUNDATION PLAN OR FLATWORK MMM A 88 132 68 PER PLAN �I---�--- — 114 IIo� II 88 � L) p • A a' D L) 149 16 114 I I .,gyp 149 *11 A 110 165 3 2 - *4 BARS (E) CONCRETE CLF- CONT TOP d BOT FOOTING TO REMAIN\—(2) *4 REBARS (E) FOOTING 1_4n i65 TO (N) FOOTING CONNECTION PER DETAIL 10/53.0 5 DETAIL @ EXISTING TO NEW WALL CONNECTION 6 NEW CMU WALL AT FLATWORK S j Q SECTION SCALE: 3/4"=1'-0" SJ, Q SECTION SCALE: 3/4"=1'-0" 2 - *4 BARS GLR TENSION LAP SPLICE NOTES: CONT TOP 4 BOT I. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK i CONCRETE AND GRADE 60 UNCOATED REINF, EXCEPT FOR *3 CONT FOOTING AT EXT WALL BARS (GRADE 40). FOR LIGHTWEIGHT AGGREGATE CONCRETE, (N) 2x INTERIOR I I BEARING WALL I PER PLAN I I I (N) 2x P.T. SILL PLATE I W/ ANCHOR BOLTS PER FOUNDATION PLAN I (E) CONC SLAB TO REMAIN D Ap (E) CONCRETE FOOTING TO REMAIN NEW INTERIOR FOOTING AT SHEAR WALL V-OSECTION SCALE: 3/4"=1'-0" SJ', Q SECTION SCALE: 3/4"=1'-0" BAR SIZE *4 REBARS x24" LONG 6 24" O.C. TOP BARS CASE 1 CASE 2 OTHER BARS CASE I CASE 2 DRILLED 4" MIN. INTO (E) WALL d 8 THICK CMU WALL *5 IV 32" O.C. VERT 16 ADHERED W/ SIMPSON SET PER PLAN I8 EPDXY 1@ (E) WALL TO (N) WALL B 20 CONNECTION _ 16 23 *4 _ _ let, DOWELS TO MATCH 31 4-1 1 VERT. RE INF. 36 (N) 8" THICK CMU II lE) CMU WALL WALL *4 24" O.C. HORIZ. TO REMAIN v, 2"THIIR COMPRESSIBLE aid C14 B 51 16 39 59 FILLEDROP A 4-1 PER ARCH. II 36 a THICK GONG. SLAB 4" THICK LONG. 10 #1 V4" FLATWORK II PER FOUNDATION PLAN lE) CONIC SLAB 99 51 TO REMAIN7 — — — — —- (N) CONCRETE FOOTING FI- — — v� c PER FOUNDATION PLANcl 1a 111 60 oo B 101 152 18 111 MMM A 88 132 68 102 "9 B 114 II 88 rn L) p • A a' D L) 149 16 114 B 129 193 99 149 *11 A 110 165 3 2 - *4 BARS (E) CONCRETE CLF- CONT TOP d BOT FOOTING TO REMAIN\—(2) *4 REBARS (E) FOOTING 1_4n i65 TO (N) FOOTING CONNECTION PER DETAIL 10/53.0 5 DETAIL @ EXISTING TO NEW WALL CONNECTION 6 NEW CMU WALL AT FLATWORK S j Q SECTION SCALE: 3/4"=1'-0" SJ, Q SECTION SCALE: 3/4"=1'-0" _ 4db (2 1/2" MIN) TENSION LAP SPLICE NOTES: I. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE 60 UNCOATED REINF, EXCEPT FOR *3 BARS (GRADE 40). FOR LIGHTWEIGHT AGGREGATE CONCRETE, .9 USE 1.3xL, WHERE L = BASIC LAP LENGTH SHOWN IN TABLE. 2. CLA55 A - HALF OR LESS OF THE BARS ARE SPLICED OFFSET 180' HOOK WITHIN A REQUIRED LAP LENGTH. N CLASS B - MORE THAN HALF OF THE BARS ARE SPLICED 90° HOOK db = DIAMETER OF BAR WITHIN A REQUIRED LAP LENGTH. R = RADIUS OF BEND MEASURED ON THE INSIDE OF BAR = 2 1/2 "db FOR *2 ONLY 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF = 36b FOR *3 THROUGH *8 CONCRETE CAST IN THE MEMBER BELOW THE BAR. ALL = 4db FOR *9 THROUGH *11 OTHER BARS ARE CONSIDERED BOTTOM BARS. # # = 5db FOR 14 AND 18 SPLICE LENGTH PER TABLE 6 " MAX DOUBLE STUD W/ *10 S.M.S. AT 6 "O.C. TYP SPLICE ALTERNATING 9 REINFORCEMENT BEND AND SPLICE DETAILS _ �S3, Q SECTION SCALE: 3/4"=1'-0" 4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.15xL OR 12" MINIMUM. 5. LAP SPLICES OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2xL FOR THAT BAR IN A 3-5AR BUNDLE AND 13xL FOR A 4 -BAR BUNDLE. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 6. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS, USE 30 BAR DIAMETER. 1. CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST 1.0 db AND CENTER TO CENTER SPACING AT LEAST 2.0 db CASE 2: COVER LESS THAN 1.0 db OR CENTER TO CENTER SPACING LESS THAN 2.0 db (E) CMU WALL TO REMAIN - ° KV] w °p Ya" THICK COMPRESSIBLE - FILLER (N) 4" THICK GONG. SLAB PER FOUNDATION PLAN 7 � • G va NEW SLB AT E FOOTING SECTION 1. NEW POST SECTION (E) CONIC SLAB TO REMAIN �QD jj\\ j/\\jam\\�/��/.��/\�� \--(E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=1'-0" (N) POST PER FRAMING PLAN SIMPSON ABU POST BASE OR EQUALW/ XPO THREADS ROD DRILLED 4" MIN. INTO (E) SLAB d ADHERED W/ SIMPSON SET EPDXY (E) CONC SLAB TO REMAIN �QD D' (E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=T'-0" EXISTING FOOTING. DRILL 5/8" DIAMETER HOLES x 6" DEEP, INTO (E) FOOTING FOR EACH CONTINUOUS BAR REQUIRED IN NEW FOOTING. EPDXY *4 BARS x 36" LONG 06" EMBED) INTO HOLES USING SIMPSON 'SET' EPDXY. HEIGHT OF (N) FOOTING MAY NOT MATCH (E) - SEE (N) FLOOR JOIST DEPTH NEW FOOTING S3.O ELEVATION NOT TO SCALE (N) 2x INTERIOR BEARING WALL PER PLAN I I I I I (N) 2x P.T. SILL PLATE W/ ANCHOR BOLTS PER FOUNDATION PLAN (E) CONC SLAB TO REMAIN D QD �QD � NEW INTERIOR BEARING WALL SECTION SAWCUT 4 REMOVE (E) SLAB TO PROVIDE (N) FOOTING, TYP. 9 ALL SIDES (E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=1'-0" -(N) POST PER FRAMING PLAN SIMPSON ABU POST BASE OR EQUALW/ y"0 THREADE ROD W/ 6" MIN. EMBEDMENT *4 DOWEL, ONE a EACH (E) GONG SLAB FACE DRILLED 4" MIN. INTO TO REMAIN e. (E) SLAB 4 ADHERED W/ -0j, o SIMPSON SET EPDXY h7m v-, t? 2 � U GLR NEW ISOLATED_ FOOTING SECTION (N) CONCRETE FOOTING PER FOUNDATION PLAN SCALE: 3/4"=1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RIE E[[! FORQq M IAN CONC STRENGTH = 2500 PSI - 3000 PSI BAR SIZE LAP CLASS TOP BARS CASE 1 CASE 2 OTHER BARS CASE I CASE 2 T 0co �- A 16 23 12 I8 03 B 20 30 16 23 *4 A 31 4-1 1 24 36 B 41 61 31 41 05 A 39 59 30 45 B 51 16 39 59 *6 A 4-1 10 36 54 B 61 91 41 10 #1 A 66 99 51 16 B 86 129 66 99 #8 A 1a 111 60 90 B 101 152 18 111 MMM A 88 132 68 102 "9 B 114 112 88 132 010 A 99 149 16 114 B 129 193 99 149 *11 A 110 165 85 12-1 B 143 214 IIID i65 NOTE: FOR TENSION LAP SPLICE NOTES REFER TO SHEET 813 9 REINFORCEMENT BEND AND SPLICE DETAILS _ �S3, Q SECTION SCALE: 3/4"=1'-0" 4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.15xL OR 12" MINIMUM. 5. LAP SPLICES OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2xL FOR THAT BAR IN A 3-5AR BUNDLE AND 13xL FOR A 4 -BAR BUNDLE. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 6. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS, USE 30 BAR DIAMETER. 1. CASES I AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS: CASE 1: COVER AT LEAST 1.0 db AND CENTER TO CENTER SPACING AT LEAST 2.0 db CASE 2: COVER LESS THAN 1.0 db OR CENTER TO CENTER SPACING LESS THAN 2.0 db (E) CMU WALL TO REMAIN - ° KV] w °p Ya" THICK COMPRESSIBLE - FILLER (N) 4" THICK GONG. SLAB PER FOUNDATION PLAN 7 � • G va NEW SLB AT E FOOTING SECTION 1. NEW POST SECTION (E) CONIC SLAB TO REMAIN �QD jj\\ j/\\jam\\�/��/.��/\�� \--(E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=1'-0" (N) POST PER FRAMING PLAN SIMPSON ABU POST BASE OR EQUALW/ XPO THREADS ROD DRILLED 4" MIN. INTO (E) SLAB d ADHERED W/ SIMPSON SET EPDXY (E) CONC SLAB TO REMAIN �QD D' (E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=T'-0" EXISTING FOOTING. DRILL 5/8" DIAMETER HOLES x 6" DEEP, INTO (E) FOOTING FOR EACH CONTINUOUS BAR REQUIRED IN NEW FOOTING. EPDXY *4 BARS x 36" LONG 06" EMBED) INTO HOLES USING SIMPSON 'SET' EPDXY. HEIGHT OF (N) FOOTING MAY NOT MATCH (E) - SEE (N) FLOOR JOIST DEPTH NEW FOOTING S3.O ELEVATION NOT TO SCALE (N) 2x INTERIOR BEARING WALL PER PLAN I I I I I (N) 2x P.T. SILL PLATE W/ ANCHOR BOLTS PER FOUNDATION PLAN (E) CONC SLAB TO REMAIN D QD �QD � NEW INTERIOR BEARING WALL SECTION SAWCUT 4 REMOVE (E) SLAB TO PROVIDE (N) FOOTING, TYP. 9 ALL SIDES (E) CONCRETE FOOTING TO REMAIN SCALE: 3/4"=1'-0" -(N) POST PER FRAMING PLAN SIMPSON ABU POST BASE OR EQUALW/ y"0 THREADE ROD W/ 6" MIN. EMBEDMENT *4 DOWEL, ONE a EACH (E) GONG SLAB FACE DRILLED 4" MIN. INTO TO REMAIN e. (E) SLAB 4 ADHERED W/ -0j, o SIMPSON SET EPDXY h7m v-, t? 2 � U GLR NEW ISOLATED_ FOOTING SECTION (N) CONCRETE FOOTING PER FOUNDATION PLAN SCALE: 3/4"=1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RIE E[[! FORQq M IAN 145 UV' FiTRICIA BART -14558 R, T 0co �- Lo T N �L�co m M6 I-- 0T(D (n ���©0) L � a� E c°.E .0 U) O U N in -0 cu 145 UV' FiTRICIA BART -14558 P4 R, Lo � N O I-- 'c� ���©0) =Qco(3)— U) -0 CV c; __ r Ln co L ❑ 0 � -:3 � 0 Y 0000 LL cn ❑ V d7 W C7 �D Ld P4 M0 F� u) W ^n� {--�1 �D Ld a :o Q U co u DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI SHEET 3 n 0 EDGE NAILI 3x BLOCKING BETWEEN RAFTERS —� FASCIA BOARD J CONT. 2x NAILER W/ Y"0 ANCHOR BOLTS w 24" O.C: (N) ROOF SHEATHING (N) 2x6 T4G DECKING I O/ RAFTERS (N) ROOF RAFTER PER FRAMING PLAN SIMPSON H2.5A CLIP 9 EACH RAFTER TO NAILER CONN. J S" THICK CONT. CMU BOND BEAM W/ (2) "4 CONT. REBARS °Po #5 'Q 32" O.C. VERT 04 a 24" O.G. HORIZ. 8" THICK CMU WALL I PER PLAN DETAIL @RAFTER TO NAILER CONNECTION S3. SECTION SCALE: 3/4"=1'-0" NOTCH RAFTER AT (E) ROOF JOIST SPLICED BEARING WALL AVER (F) WALL SIMPSON H2.5A CLIP 0 EACH RAFTER TO I �z NAILER CONN. I I I I i (N) 2x DBL CONT. TOP PLATE W/ (2) 16d NAILS a 6" O.C. i I I I I (N) BEAM PER I j PLAN AT SIM'L I (N) 2x INTERIOR BEARING WALL PER PLAN i I I I I j I I (N) (2) -3/4" DIA. THRU BOLTS AT LAP SPLICE A I (E) ROOF JOISTS, SPLICED OVER (E) WALL I-- (E) BEARING WALL TO BE REMOVED I (OR BEAM WHERE OCCURS) Efl SECTION A -A 5 NEW WALL AT E ROOF JOIST SPLICE 3. ? SECTION EDGE NAILING 3x BLOCKING (E) CONT. 2x NAILER 111rA ILI LN FAWN �MCA. 0 144„► ° (E) CMU WALL TO REMAIN ° n (3) yd"0 x 6" SDS SCREW TO (N) ROOF SHTG. ROOF SHEATHING (N) 2x6 T4G DECKING �O/ RAFTERS (N) ROOF RAFTER PER FRAMING PLAN � •p —(E) ROOF RAFTERS TO REMAIN (E) ROOF SHT'G TO REMAIN DETAIL @ OVERBUILD RAFTER SECTION (E) RC Tc (E) ROOF TO REMAI (E) EA VE @OVERBUILD SCALE: 3/4"=1'-0” S3, SECTION L4x4x1/4x 43/4 LONGS W/ 1"0 x 6" EMBED A.B. EA SIDE OF EA 3x (E) ROOF SHT'G TO REMAIN (N) SIMPSON STRAP /—PER FRAMING PLAN 5_Ofl g WALL ANCHORAGE AT(E)CMU WALL �\S3.1 SECTION SCALE: 1/2"=1'-0" -(N) 4x BLOCKING PER FRAMING PLAN (E) ROOF RAFTERS PER PLAN 11/2 SCALE: 3/4"=1'-0" 1/2" OSB SHEATHING 3/5" 0 x 6" LAG SCREW g 6" O.G. 86 0 6" O.G. (E) BLK'G DEMO (E) OVERHANG 'E) CMU WALL TO REMAIN SCALE: 314"=V -09t NAILING -2 - 3/4" DIA. THRU BOLTS SECTION S-5 \—(N) 4x BLOCKING PER FRAMING PLAN (N) SIMPSON MSTA18 STRAP1 ROOF RAFTER PER FRAMING PLAN SIMPSON HANGER PER FRAMING PLAN NEW RIDGE BEAM SECTION (N) ROOF SHEATHING /� (N) 2x6 T4G DECKING / O/ RAFTERS (N) 6x12 RIDGE BEAM SCALE: 3/4"=1'-0" (N) SIMPSON (E) ROOF SHT'G STRAP PER TO REMAIN FRAMING PLAN (E) ROOF RAFTERS TO REMAIN N) STRAP OVER BLOCKING AT ROOF EDGE NAILING— r 3x BLOCKINCx W/ CLIPS —� 10 (E) CONT. ° a 2x NAILER (E) CMU WALL PER PLAN—/N 5' (MWALL WALL ANCHORAGE AT E CMU WALL SAVE 53.1 v (E) ROOF SHT'G TO REMAIN I I (E) ROOF RAFTERS I f tN) 2x DBL CONT. TO REMAIN I I TOP PLATE W/ (2) Irod I I NAILS 0 6" O.C. SIMPSON H2.5A CLIP I I(N) 2x INTERIOR a EACH RAFTER TO TOP PLATE CONN. I I/—P BEARING WALL I ER PLAN I I I I DETAIL S3.1 SECTION (E) ROOF SHT'G TO REMAIN SIMPSON STRAP PER FRAMING PLAN V(N) 4x8 BLOCKING PER FRAMING PLAN (E) ROOF JOISTS PER PLAN x 1/4 x 4 3/4 x 6" EMBED :)E OF EA 3x 1 1/2 " 2 1/2" SCALE: 3/4"=1'-0" NAILING -2 - 3/4"? BOLTS SECTION G -C \—(N) 4x8 BLOCKING PER FRAMING PLAN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES R EVIEWED FOS D COIL PLIAN E DATE I l BY DRAWN BY MMM JOB 05210MAI tf Rerew4i f p ®MM CN [ N O �— �O O .Q co -tl1 0 U) lgr C6 a)aa) m -0 d' -4: .�. U co CCf L :3 rn U c ai pl—lL@ U N U N E _ 1� N DRAWN BY MMM JOB 05210MAI tf Rerew4i f p ®MM CN [ N O Cq .Q <�o0) = Q 00 m -tl1 -0 CNC) CU s �- Lf) _ >_ �L. CCf L :3 Q p to U L C) 00 pl—lL@ Q E 0) M DRAWN BY MMM JOB 05210MAI ®MM F� ci W � ULd � w 0-4 0 Q Go u DATE 4/17/201.3 DRAWN BY MMM JOB 05210MAI SIMPSON 5IMP50N 51MP5ON ALTERNATE ALTERNATE HD ANCHOR EMBEDMENT ANCHOR EMBEDMENT SHEATHING ROD Le ROD Le HDU2 SST516 / 20 1511/1-111 N/A N/A HDU4 55TB20 / 24 17" / 21" N/A N/A HDUB SSTB28 / 34 25" / 2a" N/A N/A HDU113 N/A N/A I" DIA. x 21" EMBED A36 HDUII (30) -SDS 1/4" DIA. x 21/2" 6x8 OR A507 ALL -THREAD HD155 N/A N/A FOOTNOTES: I. 5IMP50N ANCHOR RODS VARY IN LENGTH DEPENDING ON THE USE OF A MONO POUR OR TWO POUR CONCRETE FOUNDATION. THE FIRST NUMBER REPRESENTS MONO POUR ANCHOR REQUIREMENT, THE SECOND NUMBER REPRESENTS TWO POUR REQUIREMENT. 2. EMBEDMENT VARIES DEPENDING ON THE USE OF A MONO POUR OR TWO POUR CONCRETE FOUNDATION. 3. ANCHOR HEAD REOUIRE5 (2) -HEX NUTS W/ A PLATE WASHER BETWEEN 2 1/4" x 2 1/4" x 3/8". FOOTING SHALL BE A MINIMUM OF 2'-6" WIDE x 4'-0" LONG CENTERED AT EACH ANCHOR LOCATION, U.O.N. HOLDOWN WITH ANCHOR OPTIONAL GOLD .JOINT ADDITIONAL #4 BAR AT DEEPENED FOOTING EXCAVATION LENGTH FOOTING THICKENED FOR SSTB ANCHOR HOLDOWN AT SLAB POST 4 HOLDOWN - PER SCHEDULE #4 DOWEL #4 DOWEL - (2 TOTAL) (2 TOTAL) 3o" --- 1I - / 11 BOT. OF CONT. -----/ FOOTING BEYOND BOT. OF FOOTING THICKENED FOR 55TB ANCHOR SLA 5 ON GRADE De ,NCHOR 1 3/4" TYP. c� SECTION NOT TO SCALE POST, SEE HOLDCJ N SCHEDULE FOR REQUIREMENT (N) HOLDOWN W/ RETROFIT ALL -THREAD ROD (DIAMETER TO MATCH HOLDOUN REQUIREMENT) In i m m Ilii � 0 'n RETROFIT HOLDOWN ANCHOR ELEVATION (N) RETROFIT SILL BOLTS IF REQ'D TO ACHIEVE MINIMUM SPACING REQM'T AS INDICATED P IN SHEARWALL SCHEDULE (E) SILL PLATE ON CONC. FOUNDATION 'COLD JOINT AS OCCURS EMBEDMENT MEASURED FROM THIS POINT, IF APPLICABLE (OTHERWISE MEASURED FROM TOP OF SLAB) PRE -DRILL HOLE 11/8" DIAMETER LARGER THAN ANCHOR DIAMETER AND INSTALL W/ SIMPSON SET EPDXY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (SPECIAL INSPECTION IS REQ'D) NOT TO SCALE SIMEAnWAILIL S UILI I TYPE DESCRIPTION FASTENERS BOUNDARY EMBER (MIN) APPLICABLE DETAILS O STHD8 / 5TH08RJ (24) -16d SINKER NAILS 4x SHEATHING O 5THDI4 / STHD14RJ (38) -16d SINKER NAILS 4x O3 HDU2 (6) -SDS 1/4"•DIA. x 21/2" 4x $mai O HDU4 (10) -SDS 1/4" DIA. x 21/2" 4x ti V).'42 3/8 CD -X 260 HD3/55.0 (NEW) HD4/55.0 (EXISTING) <9> HDU8 (20)-SD5 I/4" DIA. x 21/2" 46 O HDUII (30) -SDS 1/4" DIA. x 21/2" 6x8 O PDU14 (3(o) -5D5 1/4" DIA. x 2 1/2" 6x8 NOTES: U ALL HARDWARE TO BE 5IMP5ON ONLY, INSTALL PER MANUFACTURER SPECIFICATIONS. 2) FASTEN DOUBLE STUDS AT HOLDOWNS TOGETHER WITH (24)-1(od NAILS, MIN. 3) PROVIDE 12" DIAMETER (OR SQUARE) DEEPENED CONCRETE ZONE UNDER HOLDOWN ANCHORS AS REQUIRED TO ACHIEVE 3" SOIL CLEARANCE. 4) MINIMUM 11/4" DIAMETER, ASTM A36 ANCHOR BOLT x I' -(o" EMBED INTO FOOTING. 5) UTILIZE SIMP50N SPECIFIED SSTB A.B. FOR SINGLE OR DOUBLE POUR CONDITION. 0 PROVIDE BOUNDARY MEMBER ABOVE 4 BELOW CLEAR SPAN AT FLOOR CAVITY. 1) PROVIDE EDGE NAILING ALONG THE FULL HEIGHT OF MEMBER ATTACHED TO HOLDOWN. 8) POSTS AS REQUIRED BY THE HOLDOWN SCHEDULE MAY NOT BE SHOWN ON THE PLANS. S) FOR STRAP HOLDOWN5 (TYPE 8 THROUGH 14) USE HALF OF THE INDICATED NAILS TO FASTEN TO THE HOLDOWN POST ABOVE AND HALF TO FASTEN TO THE HOLDOWN POST BELOW. NAILS SHOULD NOT BE INSTALLED IN THE RIM BOARD (OR CLEAR SPAN AREA). NAILS INSTALLED IN THIS AREA SHOULD NOT BE COUNTED IN -THE TOTAL NAILS SHOWN IN THE CHART. SIMEAnWAILIL S UILI I "All 115111 TYPE SHEATHING CAPACITY PANEL NAILING MIN. FRAMING SIZE ANCHOR BOLTS SOLE PLATE NAILING LTP4 CLIPS (� $mai 8d COMMON NAILS 2x SILL PL, STUDS, 4 5/8" DIA. x 1" 16d COMMON NAILS ti V).'42 3/8 CD -X 260 AT 6 O.C. EDGES 4 BLKG AT ADJOINING EMBED AT 48 O.C. AT 6 O.C. AT 16" O.C. 12" O.C. FIELD PANEL EDGES FCC) 8d COMMON NAILS 2x 5ILL PL, STUDS, 4 5/8" DIA. x 7 16d COMMON NAILS O 3/8" GD -X 350 AT 4" O.C. EDGES 4 BLK'G AT ADJOINING EMBED AT 32" O.G. AT 4" O.G. AT 16" O.G. 4/17/2013 12" O.G. FIELD PANEL EDGES 8d COMMON NAILS 2x SILL PL, 3x STUDS, 5/8" DIA. x 1" 16d COMMON NAILS 3/8" GD -X 4SO AT 3" O.C. EDGES 4 4 BLK'G a ADJOINING EMBED AT 12" O.C. AT 3 I/2" Oic. AT 12" O.C. 12" O.C. FIELD PANEL EDGES 8d COMMON NAILS 3x SILL PL, 3x STUDS, 5/8" DIA x T' l(od COMMON NAILS 2a 3/8" CD -x 640 AT 2" O.G. EDGES 4 4 BLK'G 6 ADJOINING EMBED AT 24" O.C. AT 2 1/2" O.C. AT 8" O.G. 12" O.G. FIELD PANEL EDGES IOd COMMON NAILS 3x SILL PL, 3x STUDS, 5/8" DIA. x 7 I6d COMMON NAILS 2g 1/2" STR 1 610 AT 2" O.G. EDGES 4 4 BLK'G a ADJOINING EMBED AT I6" O.C. AT 2" O.C. AT 6" O.G. 12" O.G. FIELD PANEL EDGES sw SIMPSON STRONG—WALL SEE SHEET S01.1 FOR DETAILS AND SPECIFICATIONS NOTES: U EMBEDMENT IS MEASURED FROM THE TOP OF THE FIRST CONCRETE POUR 2) WHEN EDGE NAILING IS 3" O.G. OR LESS, IT SHALL BE STAGGERED. 3) FOR WALLS WITH SHEATHING ON EACH SIDE OF WALL HAVE PANEL JOINTS OFFSET TO HAVE EDGE NAILING FALL ON DIFFERENT FRAMING MEMBERS. NAILS ON EACH SIDE SHALL BE STAGGERED WITH A MINIMUM 3x SILL PLATE. 4) SOLE PLATE NAILING OCCURS FROM THE SOLE PLATE TO THE BLK'G BELOW, AS IN A 2ND STORY CONDITION. 5) WHERE SOLE PLATE NAILING 15 3" O.G., OR LESS. 3" NOMINAL BLK'G SHALL BE USED BELOW. W SHEARWALL LENGTHS SHOWN ON THE PLANS ARE MINIMUMS AS REQUIRED BY CALCULATION, AND MAY BE INCREASED FOR CONSTRUCTION CONVENIENCE. REFER TO ARCH'L DRAWINGS FOR ACTUAL WALL LENGTHS. 1) WHERE SHEARWALL IS SHOWN ON BOTH SIDES OF THE WALL, PROVIDE TWICE AS MANY ANCHOR BOLTS AS INDICATED IN THE SCHEDULE. 8) IN PLACE OF SHEATHING SHOWN IN SCHEDULE, ALTERNATE SHEATHING (055) MAY BE USED PROVIDED THAT THE THICKNESS IS EQUIVALENT. IF THICKNESS IS NOT EQUIVALENT, SPECIFICATIONS TO BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL. (MIN. SHEET DIMENSION = T -O"). 9) MINIMUM HOOK LENGTH FOR ANCHOR BOLTS SHALL BE 2". 10) ANCHOR BOLTS SHALL BE EMBEDDED T' MINIMUM INTO THE FIRST POUR TYPICAL, UNLESS NOTED OTHERWISE. Il) ALL ANCHOR BOLTS REQUIRE 3"x3"x0229" PL WASHER (OR SIMPSON BP), MINIMUM, TYPICAL. 12) ALL NAILS SHALL BE COMMON NAIL. "SHORT" NAILS SHALL B£ THE SAME DIAMETER AS COMMON NAILS BUT A LENGTH EQUAL TO 1 5/9" PLUS THE THICKNESS OF THE SHEATHING. REFER TO WOOD FRAMING NOTES ON SHEET 50.0 FOR NAIL SPECIFICATIONS. 13) REFER TO DETAIL 2/55.0 FOR TYPICAL SHEARWALL FRAMING ELEVATION. APPLY SHEATHING BEFORE FRAMING AT PERPENDICULAR WALL STUD WALL--: APPLY SHEAR MATERIAL ABOVE 4 BELOW WINDOW WHEN SYMBOL OF SHEAR WALL SHOWN ACROSS WINDOW SHEAR WALL LEGEND ,---SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE EXTENT OF SHEARWALL PLAN Z EDGE NAILIt (EN.) STGRD AT TOP PL WHERE DBL STUD IS USED FOR HD. MIN WIDTH USE 16d AT 6" O.C. MINIMUM Or SNEAFMALL SHEARWALL FRAMING ELEVATION POST W/ HOLDOWN REQUIRED WHEN SHOWN ON PLAN HOLDOWN TYPE, SEE HOLDOWN SCHEDULE ON SHEET SD2.1 NOT TO SCALE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C COMPLIANCE DA __ ._ ._._____..._ _ BY ±*— FIELD NAILING PER PLAN. MIN 8d AT 12" O.C. UAN. BLKG AT HORIZONTAL PANEL EDGES W/ EN. PER SHEARWALL SCHEDULE EDGE NAILING PER SHEARWALL SCHEDULE FULL HT BOUNDARY MEMBER ATTACHED TO 14OLDOWN ANCHOR BOLT PER SCHEDULE HOLDOWN PER PLAN EACH SIDE, TYPICAL NOT TO SCALE ,IAB j >A 45 ` Renewal �\ Date SOF c— O LID c N O I` -Q N 0) O 0) := Q 00 0) � U N A N r' L17 (0 L co ❑ p r C.0 U 0 C) 00 .L a o�-`i M O ov M� F� 0) mm�� .l_ VCO N O O r (� $mai CD m .E Om N N ti V).'42 ,IAB j >A 45 ` Renewal �\ Date SOF c— O LID c N O I` -Q N 0) O 0) := Q 00 0) � U N A N r' L17 (0 L co ❑ p r C.0 U 0 C) 00 .L a o�-`i M DRAWN BY MMM JOB 05210MAI SHEET S5e0 M� F� fey F� W z FCC) O L Q U coo DATE 4/17/2013 DRAWN BY MMM JOB 05210MAI SHEET S5e0 N.HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STRUCTURE, BUT NOT TO PIPING OR DUCTWORK. DUCTWO SHALL NOT BE SUPPORTED FROM ROOF DECKING AND/OR BRIDGING, BUT SHALL BE SUSPENDED FROM TH STRUCTURE. DUCTWORK SHALL CLEAR ALL PIPING AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH POSSIBLE IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO VALVES, ACCESS DOORS AND OT EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. 3. HANGERS FORALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER. P. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVID ACCESS TO CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR, OR CEILING-ROOFASSEMBLI SHALL BE FIRE RATED, U.L. LISTED AND LABELED. 3, ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUS FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS D00 SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDUL PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRI SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH TILE FACING. FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WI FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12"F HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH FIRE RA DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS CONSTRUCTION. Q. ELECTRIC MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTOR INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS -SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. R. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WO INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS. A. HEATING, VENTILATION AND AIR CONDITIONING 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS AVOID INTERFERENCE'S AND CONFLICTS. B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. A AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO EXTERIOR OF THE BUILDING OR OTHER APPROVED DRAIN. C. TOILET EXHAUST FANS 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OR WALL OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. G. CURBS AND STEEL FRAMING FOR SUPPORT 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL AL HVAC EQUIPMENT. ALL SUPPORTS MUST BE INSTALLED SO THAT THE TOP OF SUPPORTS ARE "DEAD" LEVEL. i H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE OWNER'S CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY OWNER'S CONSTRUCTION NAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. L DUCT RK BRANCHES TO DIFFUSERS ARE TO BE INSULATED FLEXIBLE DUCT. E AS 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMA NA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL', LATEST EDIT 5N AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. CONFORM TO THE REQUIREMENj 1 IN THE HER REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. PROVIDE SEAL CLASS "C !ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALLCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DU C ORK INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER ATE BEGI . ING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVQ' D D'ART 00'OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. f Er 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DU T SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER N OR EXHAUST DUCT IS POSITIVE OR E NEGATIVE PRESSURE). PRESSU RE TEST DU C S, �IEAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A S E , THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS TINGSI SACNA STANDARDS. 5. ASA MINIMUM, CROSSBREAK ALL FLAGS OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INC ENTERS TO PREVENT VIBRATIONS. ES " 6. INSTALL RIGID ROUND AND RECTANGULAR;METAL DUCT WITH'SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY ANDYSEISMIC BRACING AS REQUIRED BY STATE AND LOCAL H CODES. �, RS fZ ES. 7. WHERE DUCTS PASS TH OUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM 1-1/2 INCH BY 1-422INCH BYl1/B INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE NG ANNULAR SPACE BE Do, ND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR OR FIREPROOFED AS E UIRED;BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION IRE / DAfNPER S AT EACH PENETRATION WHERE REQUIRED BY CODE. TH OR B. ALL TRAVERSE J01N�TS AAIB SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP TED CMC DUC�OINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELAS`�61MER B,HTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. F� Y 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVID CCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE/ SMOKE DAMPERS, CONTROL AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. ACCESS PANEL L ATIONS MUST BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER PRIOR TO I I %`TION. 12. L BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING �D ICES HAVING AN INDICATING AND LOCKING DEVICE. "I. FLEXIBLE CONNECTIONS RK. 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. I 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS TO STRAPS OR ALTERNATE APPROVED METHOD. J. THERMOSTATS A. MOUNT THERMOSTATS 4'-0" ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO OWNER'S REPRESENTATIVE. K. FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONST OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVEe6LL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL IR€ HELIX FUSEIT"CO A LL CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COA D V)N1'L . A 1,4/$"•THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL E jCA E 1AER-SLEEVE AND BE SHEATHED i WITH AN OUTER MOISTURE BARRIER OFA BIDI Tl 1�1F _ RGED METALIZED VAPOR BARRIER THE FLEXIBLE DUCT SHALL BE RATED FOR A M I d VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITE LABORATORI ERITHEI U - R L1 81 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WIT 'NFPA STANDARD -JOA. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVEDQUI . FLEXIBLE B0 T SHALL ROUTE FROM SHEET METAL DUCTWORK TO SUPPLY GRILLES ONL . TI)EF E 5, LL,) ENO EXPOSED FLEXIBLE DUCT. 2. PROVIDE ALL. F1SI0 ' ND FITTINGS BETWEEN DUCTS OF DIFFERENT SIZES OR BRANCH TAKEOFFS OF GAR D STEEL PREFABRICATED FITTINGS. L. SUPPLY AND RETURN AIR TAKEOFF FITTINGS A. RECTANGULAR DUCT L 1. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS F C ORK TO RECTANGULAR BRANCHES. B. SPIRAL DUCT 1. PROVIDE SADDLE OR DIREgTe6rNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BP* CHAtL: 61 EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN, PROTRUSIONS INTO TH MA ARE NO ALLOWED. M. DAMPERS fay" \ 1. ,QV6E MANUAL BALANCING/ADJUSTING DAMPERS BEHIND EACH SUPPLY GRILLE TO - IC LITATE AIR BALANCI OCCUPANT ADJUST OF AIRF 1VIECIIANICAL SPE CIFICATIONS FR®M TIIE BUILDING DEPARTMENT The Contractor shall be responsible for creating all documents required for permitting by the County of Butte, including, but not necessarily limited to: At Administration Building: a. Provide calculations to show how combustion air is provided to Furnace Rooms #I and #2; b. Provide a mechanical plan, show existing and new equipment. Provide duct size, location and include minimum ventilation air per CMC 402 and table 4-1; C. Provide and show exhaust fans in both restrooms. Refer to 2010 CMC Table 4-4 (i.e. 50cfm minimum) A. GENERAL CONDITIONS 4. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY OWNER AND ARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE TENANT. O A PART OF THIS CONTRACT. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE 5. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. CL ' 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. 6. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE, IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS 4. THE GENERAL CONTRACTOR IS RESPONSIBLE: FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT COVERED SO AS TO ELIMINATE DIRT, DUST SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORKAND AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON INSPECTIONS AND THE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY CAPS OR AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PLUGS AT ALL TIMES. PERFORM ALL OF THE WORK REQUIRED. G. DISCREPANCIES IN DOCUMENTS 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE.1. DRAWINGS (PLANS, SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAYAFFECT THE PROPOSAL. IF GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS WHERE DRAWING DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR ADVISE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR SUBMITTING A BID. THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS IS RESPONSIBLE TO ADVISE THE OWNER'S CONSTRUCTION MANAGER IN WRITING OF VARIATIONS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID OTHERWISE TENANT'S DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST.' CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR' SHALL BE INTERPRETED AS MEANING SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY H. TRADE NAMES AND MANUFACTURERS OWNER" SHALL BE INTERPRETED AS MEANING "FURNISHED BY OWNER (INSTALLED BY CONTRACTOR)", EXCEPT WHERE NOTED OTHERWISE, 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE B. GENERAL REQUIREMENTS SPECIFICATIONS, THE EXACT EQUIPMENT SHALL -BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BETTER IN ALL ASPECTS TO 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE OWNER'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN -ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY 1. SHOP DRAWINGS NOTED AS BEING BY THE OWNER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR CLOSELY ...( COORDINATE THE ENTIRE INSTALLATION WITH OWNER AS REQUIRED. FIELD VERIFY THE EXACT TYPE, 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE DUCT FABRICATION DRAWINGS TO THE OWNER'S CONSTRUCTION MANAGER FOR REVIEW PRIOR BUILDING(S) PRIOR TO SUBMISSION OF BID. TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE OWNER'S 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE MATERIAL OR LABOR CALLED FOR IN ONE SHALL, BE PROVIDED EVEN THOUGH NOT SPECIFICALLY GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS DRAWINGS AND IN THE SPECIFICATIONS, THE SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF CONTRACT. EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, DRAWN BY PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA.OBSERVE 3. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF OWNER'S MIN!MUM REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE THE GENERALAND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE 4. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, STRUCTURAL BEAMS, AND EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY OWNER'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS OTHER CEILING FIXTURES PRIOR TO INSTALLATION. MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB 5. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, COMPLETION. SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT 2. OWNER'S CONSTRUCTION MANAGER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS OR ACCESS TO ALL EQUIPMENT FOR SERVICE. SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS FROM THE 6. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND CONSTRUCTION DOCUMENTS. PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS C. CODES TO FURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD J. RECORD DRAWINGS CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY AND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70.90A AND 96 AND ALL OTHERAPPLICABLE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED BY ANY SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO ADDITIONAL SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. D. LICENSES, PERMITS, INSPECTIONS AND FEES 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL; THE CONTRACTOR SHALL 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE OWNER. REQUIRED OR RELATED TO THIS WORK. 2. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL K. GUARANTEE, WARRANTY INSPECTION APPROVAL AT COMPLETION OF PROJECT. 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENTAND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS E. DRAWINGS AND WORK UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN 1. DRAWINGS (PLANS AND SPECIFICATIONS) ONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT THE OWNER'S CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK REQUIRED. THE MECHANICAL CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. IT SHALL ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND SIX (6) BI- MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY MERV 6 EFFICIENCY PLEATED CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING TYPE AIR FILTERS. ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANTS CONSTRUCTION MANAGER. L. OPERATIONS MANUALS F. EXISTING SPACE CONDITIONS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF ON THE JOB SHALL BE PROVIDED TO THE OWNER BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW SPACE. OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND ' 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, M. SLEEVES EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE OWNER 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL. INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR ROOF.PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE APPROVED BY THE OWNER. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. SPACE) NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALUFLOOR PATCHED/REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L. ASSEMBLY RATING OF THE FLOOR. OR WALL. PROJECT. IF REQUIRED BY THE OWNER OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARDWEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID THROUGH SUSPENDED CEILINGS OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 .PROPOSAL. GAUGE GALVANIZED STEEL MINIMUM. 3. ACTIVE SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE OWNER'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. N.HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STRUCTURE, BUT NOT TO PIPING OR DUCTWORK. DUCTWO SHALL NOT BE SUPPORTED FROM ROOF DECKING AND/OR BRIDGING, BUT SHALL BE SUSPENDED FROM TH STRUCTURE. DUCTWORK SHALL CLEAR ALL PIPING AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH POSSIBLE IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO VALVES, ACCESS DOORS AND OT EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. 3. HANGERS FORALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER. P. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVID ACCESS TO CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR, OR CEILING-ROOFASSEMBLI SHALL BE FIRE RATED, U.L. LISTED AND LABELED. 3, ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUS FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS D00 SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDUL PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRI SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH TILE FACING. FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WI FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12"F HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH FIRE RA DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS CONSTRUCTION. Q. ELECTRIC MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTOR INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS -SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. R. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WO INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS. A. HEATING, VENTILATION AND AIR CONDITIONING 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS AVOID INTERFERENCE'S AND CONFLICTS. B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. A AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO EXTERIOR OF THE BUILDING OR OTHER APPROVED DRAIN. C. TOILET EXHAUST FANS 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OR WALL OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. G. CURBS AND STEEL FRAMING FOR SUPPORT 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL AL HVAC EQUIPMENT. ALL SUPPORTS MUST BE INSTALLED SO THAT THE TOP OF SUPPORTS ARE "DEAD" LEVEL. i H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE OWNER'S CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY OWNER'S CONSTRUCTION NAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. L DUCT RK BRANCHES TO DIFFUSERS ARE TO BE INSULATED FLEXIBLE DUCT. E AS 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMA NA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL', LATEST EDIT 5N AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. CONFORM TO THE REQUIREMENj 1 IN THE HER REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. PROVIDE SEAL CLASS "C !ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALLCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DU C ORK INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER ATE BEGI . ING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVQ' D D'ART 00'OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. f Er 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DU T SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER N OR EXHAUST DUCT IS POSITIVE OR E NEGATIVE PRESSURE). PRESSU RE TEST DU C S, �IEAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A S E , THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS TINGSI SACNA STANDARDS. 5. ASA MINIMUM, CROSSBREAK ALL FLAGS OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INC ENTERS TO PREVENT VIBRATIONS. ES " 6. INSTALL RIGID ROUND AND RECTANGULAR;METAL DUCT WITH'SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY ANDYSEISMIC BRACING AS REQUIRED BY STATE AND LOCAL H CODES. �, RS fZ ES. 7. WHERE DUCTS PASS TH OUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM 1-1/2 INCH BY 1-422INCH BYl1/B INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE NG ANNULAR SPACE BE Do, ND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR OR FIREPROOFED AS E UIRED;BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION IRE / DAfNPER S AT EACH PENETRATION WHERE REQUIRED BY CODE. TH OR B. ALL TRAVERSE J01N�TS AAIB SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP TED CMC DUC�OINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELAS`�61MER B,HTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. F� Y 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVID CCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE/ SMOKE DAMPERS, CONTROL AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. ACCESS PANEL L ATIONS MUST BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER PRIOR TO I I %`TION. 12. L BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING �D ICES HAVING AN INDICATING AND LOCKING DEVICE. "I. FLEXIBLE CONNECTIONS RK. 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. I 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS TO STRAPS OR ALTERNATE APPROVED METHOD. J. THERMOSTATS A. MOUNT THERMOSTATS 4'-0" ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO OWNER'S REPRESENTATIVE. K. FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONST OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVEe6LL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL IR€ HELIX FUSEIT"CO A LL CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COA D V)N1'L . A 1,4/$"•THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL E jCA E 1AER-SLEEVE AND BE SHEATHED i WITH AN OUTER MOISTURE BARRIER OFA BIDI Tl 1�1F _ RGED METALIZED VAPOR BARRIER THE FLEXIBLE DUCT SHALL BE RATED FOR A M I d VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITE LABORATORI ERITHEI U - R L1 81 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WIT 'NFPA STANDARD -JOA. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVEDQUI . FLEXIBLE B0 T SHALL ROUTE FROM SHEET METAL DUCTWORK TO SUPPLY GRILLES ONL . TI)EF E 5, LL,) ENO EXPOSED FLEXIBLE DUCT. 2. PROVIDE ALL. F1SI0 ' ND FITTINGS BETWEEN DUCTS OF DIFFERENT SIZES OR BRANCH TAKEOFFS OF GAR D STEEL PREFABRICATED FITTINGS. L. SUPPLY AND RETURN AIR TAKEOFF FITTINGS A. RECTANGULAR DUCT L 1. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS F C ORK TO RECTANGULAR BRANCHES. B. SPIRAL DUCT 1. PROVIDE SADDLE OR DIREgTe6rNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BP* CHAtL: 61 EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN, PROTRUSIONS INTO TH MA ARE NO ALLOWED. M. DAMPERS fay" \ 1. ,QV6E MANUAL BALANCING/ADJUSTING DAMPERS BEHIND EACH SUPPLY GRILLE TO - IC LITATE AIR BALANCI OCCUPANT ADJUST OF AIRF 1VIECIIANICAL SPE CIFICATIONS FR®M TIIE BUILDING DEPARTMENT The Contractor shall be responsible for creating all documents required for permitting by the County of Butte, including, but not necessarily limited to: At Administration Building: a. Provide calculations to show how combustion air is provided to Furnace Rooms #I and #2; b. Provide a mechanical plan, show existing and new equipment. Provide duct size, location and include minimum ventilation air per CMC 402 and table 4-1; C. Provide and show exhaust fans in both restrooms. Refer to 2010 CMC Table 4-4 (i.e. 50cfm minimum) U� )-Zi z� U xw U w U W r C? "r r � _� LO G3 G) O 9 s.. � C N CL ' til C) V9 U� )-Zi z� U xw U w U W O C) C� U � � �0 • w O O M�~ O o cv U U� )-Zi z� U xw U w U W w Q Lj F..] U ...( ® `0 DATE 12/31/2013 DRAWN BY PB PERMIT LME COUNT/ D VELOPMENT sERVICES JOB10010 WED Lam: nO R SHEET C M LISA DATE -MOSS - t NA r' 4 �C't itr�15 Illl I C;h U�1i� \\ r s AL I- 9 0.1 �I e --I ID UR, BULNNL'� ND IDED PLUMBING SPECIFICATIONS FROM T1IIE BUILDING DEPARTMENT At the Administration Building: Provide the following plumbing documentation: a. A plumbing plan showing the drain, waste and vent system, domestic water system and gas system, including plumbing fixture schedule and description of plumbing system materials; ` b. Show how combustion air;is provided for the water heater and related items (i.e. flue, T&P, seismic strapping, etc.); C. Include floor drains and trap primers on plumbing plans for Restrooms. PLUMBING SPECIFICATIONS 2.02 PIPE FLASHINGS RA I d 'th unterfiashin rin b Glenco Stoneman Engineering or approved 1.00 -GENERAL ea wr co g g y equal. 1.01 DESCRIPTION Furnish all labor, materials, equipment and services required for and/or reasonably 2.03 VALVES incidental to the completion of the following work. A. Gate Valves: Nibco T-133 or equal, 2" and smaller. A. Sanitary waste and vent piping system including connections to building sewer as B. Check Valves: Nibco T -480 -Y or equal, 2" and smaller. shown. 2.04 PLUMBING FIXTURES AND TRIM: B. Domestic hot and cold water systems including weter heater, and related Plumbing fixtures to be furnished and installed under this contract. See plumbing accessories and controls. Connection to building water as shown. fixture schedule. C. Plumbing fixtures, trim and accessories including installation and support. D. Flashing and sealing of roof and exterior wall penetrations for water tightness. 2.05 PIPE HANGERS AND SUPPORTS E. Caulking and sealing of floor and wall penetrations and formed shaft A. Superstrut #C-711, Grinnell, nor approved equal. penetrations. B. Installation per manufacturers recommendations. F. Backfin for securing fixtures, trim andpiping. Insulation protection saddles at hangers or supports shall be 24 gauge g 9 galvanized sheet metal of 180 degrees by 9 inch length. . G. Access doors where shown or required by code. C. Provide seismic hangers and pipe restraints as per local codes. H. Hangers, supports, and guides. Hanger rods shall be cadium plated or galvanized all thread rod. 3/8" D• size is the minimum size permitted. Size per the manufacturer's I. Cleanup of debris and final cleanup of drains, fixtures and equipment. ! E. instructions and secure hangers and rods with cadium plated hex head J. License, permits and associated fees. nuts (double nut). K. Cutting, drilling and patching for all surfaces in relation to plumbing work. Attachments to. the structure shall be suitable to match individual. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS conditions and types of constructions per the manufacturer's instructions. - A. Electrical �^rorlc - 16000 9:00 -INSTALLATION AND EXECUTION _ 3.01 GENERAL 1.03 EXAMINATION OF SITE A. Support C.I. soil piping at 5 feet on center maximum and each joint and/or fitting. Support 1 2 and 3 4" piping. at 6 feet on center maximum. Support 1" A. Visit site before submitting bid and check location of all existing conditions g• �p / / P P 9 PP to 1-1/2 piping at 8 feet on centers. Support 2" and larger piping at 10 feet which will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor on center maximum. Steel piping 4" and larger may be supported at 12 feet on omissions and shall complete proposed work without additional cost. Failure to center maximum except for victoulic fitted piping which shall be supported at 10 visit site will not lessen responsibility or entitle additional compensation for feet on center maximum. work not included in proposal. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILmES AND TESTING 1.04 DRAWINGS A. Install piping generally level, free of traps and unnecessary bends, to conform with building requirements. Pipe to be free of defects, and installed to avoid The accompanying drawings shall be considered part of these specifications. Work any possible galvanic action by isolating dissimilar metals. and materials shown on the drawings and not mentloned in the specifications and B. Apply a water test to the waste, and vent systems whether in its entirety or vice versa shall be executed as if specifically mentioned or shown in both. The in sections; if applied to the entire system, tightly close all openings in the drawings shall be considered as schematic in nature and minor modifications of piping except the highest opening, and fill the system with water to the point the work to comply with the structure as found shall be made. of overflow. If the system is tested in sections, tightly plug each opening. except for the highest opening of the section under test, and .fill each section 1.05 RULES AND REGULATIONS section with water, but .test with no less than a 10' head of water. In testing successive sections, test at least the u er 10' of the next recedin section A. All work and material shall be in full accordance with the latest UPC and other pp P g applicable State and focal rules and regulations. Nothing in these drawings so that no joint or pipe in the building (except the uppermost 10 of the . or specifications shall be construed to permit work not conforming to system) shall have been submitted to a test of less than a 10' head of these codes. water. Keep water in the system or in the portion under test for at least 24 hours before inspection starts, with the system tight at all points. B. Furnish without any extra charge any additional material and labor when required C. Domestic water system shall be tested and proved tight under a pressure of to comply with these laws, ordinances and codas regardless of whether shown not less than 150 PSI. Piping must stand the test for a period of 24.hours or .mentioned in these specifications of drawings. without leaking. 1.06 MATERIAL SUBMITTALS. A. Submit for review to Owner a complete and all-inclusive list of D. Chlorination of the domestic cold and hot water piping systems in. equipment and materials proposed fur use (4 copies), accompanied by accordance with standard testing procedures and local health department manufacturers data sheets giving sizes, capacities, etc. Data shall be forwarded requirements. Testing by a firm such as Bennet -Marine or equal. Submit in a single package written 15 days after award of contract. certificate of satisfactory test results. S -BUILT DRAWINGS E. Gas piping system shall be tested with 150 PSIG air for one hour. 1.07 A F. Provide investigative services to determine locations of existing plumbing A set of plumbing plans will be furnished to the Contractor on which he shall system services which are unknown due to lack of documentation. indicate the installation "as -built" as the work progresses. Upon completion of. the Contact jurisdictions and utilities companies to assist in determining work, a set or reproducible drawings shall be obtained from Owner at cost, and all service locations and record same on record drawings. Record invert i changes as noted on the record set of prints shall be incorporated thereon. This elevations and provide dimensional information from structural elements set of reproducibles, along with one set of blueprints, shall be delivered to Owner or members. f upon completion and before final acceptance . of the project. 3.03 PIPING INSTALLATION I 1.08 GUARANTEE A. Make changes in size of pipe with reducing fittings; bushings will not be permitted except for bell shaped copper bushings. The Contractor shall leave the entire installation in complete working order free B. Install insulating unions in water piping between copper piping and ferrous from any defective material, workmanship or finish. He shall guarantee to repair or piping or equipment - Epco, or equal. i replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of. Completion. C. Install exposed polished chrome connections from fixtures or equipment with special care. Show no tool marks or threads at fittings. 1.09 OPERATION MANUALS AND OWNER INSTRUC11ONS D. Cap openings in piping during construction. A. Provide complete operation and maintenance manuals covering all mechanical E. Provide 85% red brass pipe IPS, in connection to faucets, flush valves, hose systems and equipment that have been installed. Three (3) copies of the manual bibbs or similar items requiring rigid piping. Extend brass pipe from fixture shall be bound in hardback binders. to point where piping can be securely fastened .to building construction. All exposed piping and stop valves in connection to fixtures shall be chrome B. Provide instructions to owner as to operation of all equipment. Instruction plated brass. period to commence for minimum of (2) hours and shall be scheduled at F. Install unions adjacent to valves and -where necessary to facilitate disassembly i owners convenience. of piping. ' 1.10 CUTTING AND PATCHING G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with A. The contractor shall do all cutting, drilling and patching which may be required escutcheons. Manufacture special sizes of escutcheons from steel and prime for the installation of the work under this Section of the Specifications. coat some. Cut in round, rectangular or square space to provide a clean B. Patching shall be of the some workmanship, material, and finish and shall match appearance acceptable to the Architect. accurately all surrounding construction in a manner satisfactory to Owner. No H. Support piping independently of equipment to which it is connected. cutting of the structure shall be permitted without written approval of Owner. I. Make copper solder joints with 95/5solder, or silfos; clean surfaces to be 2.00 - MATERIALS joined free of oil, grease, rust or oxides and apply Flux to each joint before 2.01 PIPING J. Rough -in and make final connections to all other equipment furnished under A. Interior Underground Sanitary and Waste Piping: other Divisions, requiring plumbing connections. Cast iron, CISPI 300 & 310, no -hub pipe and fittings. K. Install seismic hangers & pipe restraints per local codes. No -hub couplings shall be Clamp -all, or MG type. heating assembly. B. Interior Suspended Sanitary and Vent Piping - above ground: 3.04 FIXTURES, DRAINS, CLEANOUTS, TRIM AND ACCESSORIES 1. 3" and Larger - Service weight (Tyseal) bell and spigot or no -hub cast A. Protect finished surfaces from marking or damage during construction. iron all be Clamp -all, or MG type. B. Rough -in for A.D.A. requirements where necessary. 2. 2" and Smaller - Schedule 40- galvanized steel pipe with screwed durham C. Install in accordance with manufacturers recommendations. cast iron fittings for waste and vent or no -hub cast iron soil, pipe and 3.05 EXCAVATION AND BACKFIWNG . fittings. A. Concrete sawcut all concrete paving, floor slabs and asphalt paving. Also 3. No -hub couplings shall be Clamp -all, or MG type. provide breakout services and offsite disposal of debris at a legal disposal C. Interior Domestic Water Piing: site. 3" and Smaller --L" Type hard tempered copper with solder end fittings. B. Excavations shall be of a width and depth to safely install the work and 95-5 tin and antimony solder jointing (lead-free). trenches shall include pumping, shoring, etc. Per OSHA standards. D. Condensate Drain Piping: Overexcevate pipe trenches to provide a bedding material under the installed Copper water tube ASTM 888, Type. "M", solder with 95-5 solder, lead-free C. piping. of surplus excavated materials, rock, decayed material, other type. Condensate drain pipe in ceiling space shall be insulated with 1/2 undesirable materials at a legal offsite disposal site. thick Armstrong "Armaflex", and sections butted firmly together. D. Pipe bedding and crown pipe cover to 6" over crown of pipe shall be E. Gas Piping: Galvanized steel, ASTM -120, Schedule 40 and fittings. imported sand backfill of the . rivet• bank type free of rocks. No sea water F. Hot and Cold Water Piping Insulation: beach sand permitted. 1. Hot water supply and return shall be 1" thickness sectional fiberglass E. Balance of backfill material may be the excavated material, free of rock, pipe insulation with an all service jacket and adhesive self sealing laps. decayed . material...and other undesireable materials. 2. Horizontal cold water above -ceilings & cold water in exterior walls or F. All backfill shall be 95% compacted by pneumatic tamping, vibratory plate chases shall be 1/2" thickness sectional fiberglass pipe insulation with or roller machines. No jetting is permitted. j an all service jacket and adhesive self-sealing laps. 3.06 PROJECT RECORD DOCUMENTS 3. Fittings shall be mitered or wrapped fiberglass insulation to match thickness specified above and covered with Zeston or, equal pipe Print and reproducible drawing will be'furnished on which the contractor shall l indicate the installation record as the work progresses. Upon completion, fitting covers and secured and sealed with self-sealing insulation tape. deliver the record drawings to Owner's construction manager. 4. Acceptable manufacturers are Manville, Owens-Corning Fiberglass, Knouft or approved equal. END OF SECTION PERMrr # BUTTE COUNTY 6EVELOPMENT SERVICES . �E F®R ISE LIA CE ARc.avfj��� PATRIC[A 8 G14558 Rene t OF CAL\�C `-I c� O Lo - � 00 •� N E�� of a! ARc.avfj��� PATRIC[A 8 G14558 Rene t OF CAL\�C LLl 'III HE..Y... 0 l� CO) " W v a �Q O 0 F=a DATE 12/31/2013 DRAWNBY PB JOB10010 SHEET O � 00 •� N N aA O U >x ' rrA O" o�UNU EM LLl 'III HE..Y... 0 l� CO) " W v a �Q O 0 F=a DATE 12/31/2013 DRAWNBY PB JOB10010 SHEET C. Use flexible steel conduits in the following applications: 1. Recessed lighting fixtures. 2. Motor connections. 3. At expansion joints. 4. At transformers and other equipment which produces vibration. 5., At wet locations or where exposed to weather,'the flexible conduit shall be liquid tight type. 3.3 INSTALLATION OF CONDUITS: A. General: 1. Run all conduits concealed unless otherwise noted or shown. 2. Run exposed conduit parallel to or at right angles to center lines of columns and beams. 3. Install conduits above ceilings to avoid obstructing removal of ceiling. tiles, lighting fixtures, air diffusers,etc. 4. Conduits shall not cross any duct shaft or area designated as future duct shaft horizontally. Conduit risers when allowed in duct shaft must be coordinated with Mechanical work to avoid any conflict. B. Conduit Supports: 1. Support conduits with UL's listed steel conduit supports at intervals required' by the NEC. Wires or sheet metal strips are not acceptable for conduit support. Use conduit hangers for all conduits not directly fastened to structure and for all multiple conduit runs. 2. individual conduits sizes 1/2" and 3/4" may be supported ceiling support wires with Caddy clips only if acceptable to local code. Only one conduit Is permitted to be attached to any ceiling support wire. Hang such conduit so as not to affect level of ceiling. 3. Avoid attaching conduit to fan plenums. When it is necessary to support conduit from fan plenum, provide a length of flexible conduit between portion attached fan plenum and portion attached to the building to minimize transmission of vibration to the building structure. C. Conduit Penetrations: Conduit penetrations of roof, walls, floors and ceilings shall be sealed to preserve the integrity of waterproofing, fire rating and soundproofing, for which the roof, wall, floor or ceiling is designed. Materials and methods used shall conform to that specified under Architectural Sections. 3.4 INSTALLATION OF WIRES: A. Pull no wire - into any portion of the conduit system until all contruction work which might damage the wire has been completed. B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in pull boxes or junction boxes. Make branch circuit splices in outlet boxes with 8" of correctly color -coded tails left in the box. C. Splices in wires and cables shall be made utilizing materials and methods described hereinbefore. D. Megger and record insulation resistances of all 600 Volt insulated conductors size #4/0 and larger using 500 Volt megger for one minute. Make tests with circuits isolated from source and load. E. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacturer. Provide ground jumper from outlet box to ground terminal of devices. F. Provide Brady Wire markers where number of conductors in a box exceeds four. 3.5 WIRE COLOR CODE: A. Color code all conductors. Wire sizes #8 AWG and smaller shall have integral color -coded insulation. Wire sizes #6 AWG and larger may have black insulation, but identified by color coded electrical tape at all junction, splice, pull or termination points. Color tape shall be applied 1/2 lap to at least 6" of the conductor. 3.6 CONNECTIONS TO EQUIPMENT: A. Furnish and install a disconnect switch immediately ahead of and adjacent to each magnetic motor starter or appliance unless the motor appliance is located adjacent and within sight of the serving panelboard, circuit breaker or switch. Verify all equipment nameplate current ratings prior to Intallation. B. Furnish and install manual thermal protection for all motors not integrally equipped with thermal protection. C. Furnish 120 Volt power to each control panel and time switch requiring a source of power to operate. 3.7 IDENTIFICATION: A. Provide engraved, lamacoid nameplates for panels, motor starters, disconnect switches and all similar devices. B. Provide clear dymo labels on all lighting switches and convenience and special purpose receptacles to show panel and circuit number to which the device is connected. _..-__._C._._ProVde. label -on. ail motors: "CAUTION. AUTOMATIC EQUIPMENT, MAY START AT ANY TIME." 3.9 GROUNDING: A. Electrical service and separately derived alternating current systems shall be grounded in accordance with NEC Article 250-3 to 250-26, inclusive. B. Ground non-current carrying metal parts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide a low impedance path for line -to -ground fault current and to bond all non-currenct carrying metal parts together. Provide ground conductor in each raceway system in addition to conductors shown. Equipment ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per NEC Article 250-95 unless larger conductors are shown on drawings. C. Grounding conductors shall be identified with green insulation. Where green insulation is not available on larger sizes, black insulation shall be used and _ suitable identified with green tope at each junction box or device enclosure. END OF SECTION PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES PEVI [=WE=D FOR OOOP SECTION 16000 - ELECTRICAL - SPECIFICATIONS PART 1 GENERAL i r Q Y W� 1.1 SCOPE OF WORK: 1.13 SHOP DRAWINGS: 2.5 WIRING DEVICES: A. Furnish and install all materials•'and -equipment and provide all labor required - A.� -Submit shop drawings and product descriptive literature to the Owner for O and necessary to complete the work shown on the drawings and all other review. A. Switches: 15A 120/2: rocker or toggle type as directed by Owner. work and miscellaneous items, not specifically mentioned, but reasonably � Time: 15 calendar days after award of contract. Inferred for a complete installation including all accessories and appurtenances Quantity. 6 copies each. 2rected by Owner. 2 Finish as direc77V,ted required for testing the system.. It is the intent of the drawings and B. All proposed deviations from specifications must be clearly listed under a B. Receptacles: specifications that all systems be complete, and ready for operation. 0 prominent heading entitled "DEVIATIONS". I 1• Standard: Equal to White Hubbell #5362. Provide GFI for maintenance/utility 1.2 CODE COMPLIANCE: C. Purpose of review of submittals is for check of general compliance with room and kitchen equipment where within 6'-0" of water. A. All work and materials shall comply with the latest rules, codes, and information given in contract documents. Each review and/or addition of 2• Finish as directed by Owner. regulations, including, but not limited to the following: notations and comments does not relieve Contractor from compliance with C. Plates: White finish, or as directed by Owner. Equal 1. Occupational Safety and Health Act Standards (OSHA). requirements of project contract documents. to LeAton or Hubbell. 2. NFPA #70• National Electric Code (NEC). D. Contractor shall be responsible for confirming and correlating all quantities D. All equipment shall be UL listed and suitable for the application. 3. NFPA #101: Life Safety Code, and dimensions, selecting fabrication processes and techniques of Equipment exposed to the weather or damp locations shall be so listed. 4. All other applicable Federal, State and Local taws and regulations. construction. Where dimensions of proposed equipment differ significantly E. Provide shop drawings of all wiring devices to Owner for approval. 5. All Owner General Requirements from that shown on contract documents, Contractor shall submit scaled 2.6 CONDUIT HANGERS: ' B. Code compliance is mandator Nothing in these Drawings and p y. g g coo drawings showing proposed layout of equipment with shop drawing submittal. A. For individual conduit runs not directly fastened to the structure, use rod Specifications permits work not conforming to these codes. Where work is P P 9 1.14 COORDINATION: hangers manufactured by Caddy, Unistrut or Powerstrut. shown to exceed minimum code* requirements, comply with drawings and A. Coordinate work with other trades to avoid conflict and to provide correct B. For multiple conduit runs, use Unistrut or Powerstrut trapeze type conduit specifications. rough -in and connection for equipment furnished under other trades that support designed for maximum deflection not greater than 1/8". 1.3 LICENSE, FEES AND PERMITS: require electrical connections. Inform Contractors of other trades of the 2.7 WIRE CONNECTORS: A. Arrange for required inspections and a all license, permit, and inspection 9 q P pay P required access to and clearances around electrical equipment to maintain A. For wires sizes #8 AWG and smaller: Insulated pressure type (with live spring) fees. B. serviceability and code compliance. Verify equipment dimensions and requirements with provisions specified under rated 105 degrees Centigrade, 600 Volts for building wiring and 1000 Volts in 1.4 CONDITIONS AT SITE: this Section. Check actual job conditions before fabricating work. Report signs or fixtures. Scotchlock or Ideal. A. Visit to site is required of all bidders prior to submission of bid. All will necessary changes in time to prevent needless work. Changes or additions B. For*wires sizes AWG and larger: T&B or equivalent compression type with � g q P � "Slipknot be held to have familiarized themselves with all discernible conditions and subject to additional compensation, which are made without written 3M #33+ or Plymouth Grey". tape insulation. no extra payment will be allowed for work required because of these authorization and an agreed price, shall be at Contractors risk and expense. C. For outdoor and wet locations, provide compression type for all sizes and "heat conditions, whether specifically mentioned or not. . 1.15 CUTTING AND PATCHING: cover with shrink" style weatherproof splice connectors. 1.5 DRAWINGS AND SPECIFICATIONS: A. All cutting and patching required for work of this Division is included herein. 2.8 PANELBOARDS: A. All drawings and all Divisions of; these specifications shall be considered as Coordination with General Contractor and other trades is imperative. A. Equal to GE PowerM Gold Load Center. a whole and work of this Division shown anywhere therein shall be furnished Contractor shall bear the responsibility for and the added expense of B. Cabinet: Minimum 144"" wide, factory knockouts. under this Division. adjusting for improper holes, supports, etc. B. Drawings are diagrammatic and indicate the general arrangement of 1.16 TEMPORARY SERVICES: C. Trim and covers of stretcher leveled steel. Provide multi -pole breakers where equipment and wiring. Most direct routing of conduits and wiring is not A. _ Provide adequate and safe temporary electrical power and lighting throughout required. Factory label all circuit breakers and terminals. Interrupting rating assured. Exact requirements shall be governed by architectural, structural, the construction and finishing of the premises for beneficial occupancy by 10KA (120V) minimum but breakers must be capable of and mechanical conditions of the job. Consult all other drawings in the owner. interrupting adequate fault levels available at that location in the system. preparation of the bid. Extra lengths of wiring or addition of pull or B. When permanent electrical service is operable, disconnect and remove from D. Bussing: Plated copper. junction boxes, etc., necessitated by such conditions shall be included in the premises the materials and equipment used for temporary power and E. Provide separate ground block, in addition to insulated neutral bus. the bid. Check all information and report any apparent discrepancies lighting, and restore modifications and repair damage caused by the F. Provide new circuit breakers as required. before submitting bid. installation, use, or removal of temporary service provisions. G. All breakers shall be labeled. C. Right is reserved to make changes of up to 10' in location of any outlet or equipment prior to roughing -in without increasing contract cost. H. Provide lock on devices where indicated. 1. Identification: Provide screwed -on (no adhesives) bakelite or photo -etched 1.6 SAFETY AND INDEMNITY: PART 2 PRODUCTS metallic nameplate identification on outside of each panel showing panel A. Safety. The Contractor shall be solely and completely responsible for1 2. MATERIAL APPROVAL: designation, voltage, and phase in minimum 1/4 high letters. Each panel shall conditions of the job site, including safety of all persons and property A. All materials must be new and bear Underwriters' Laboratories label. contain a metal -framed circuit directory inside cover, with plastic protector. during performance of the work. This requirement will apply continuously Materials that are not covered by UL testing standards shall be tested and J. Complete shop drawings required. P P g are and not be limited to normal working hours. No act, service, drawing approved by an independent testing laboratory or a governmental agency. review, or construction review by the Owner, the Architect, or their B. Material not in accordance with these Specifications may be rejected either 2.9 LIGHTING FIXTURES, LAMPS AND BALLASTS: Consultants, is intended to include review of the adequacy of the Contractor's safety measures, in, on, or near the construction site. before or after installation. A. Furnish and install fixtures complete, and ready for service as per lighting B. Indemnity. The Contractor will hold harmless, indemnify, and defend the 2.2 CONDUITS AND OTHER RACEWAYS (required for ail under ground runs and panel feeders): symbol list. Owner, the Architect, their Consultants, and each of their officers, A. Raceway materials: B. Supports: Proper supports and mounting accessories, such as hangers, stems employees and agents, from any and all liability claims, losses or damage 1. Steel Conduit: Manufacturers: Walker, National, Appleton, Triangle, Rome, yokes, plaster frames, etc., shall be provided as required by the type of ceiling arising or alleged to arise from. the performance of the work described General Electric. Rigid steel: Galvanized or sherardized. All fittings installed. Where swivel canopies or ball aligners are specified, they shall cause. herein, but not including the sole negligence of the Owner, the Architect, threaded bends 1-1/4 inch or larger. Factory running and exposed • fixture to hang plumb regardless of ceiling slope. and their Consultants, and each of their Officers, Employees and agents. threads not permitted. Ream all cuts. 2. Electric Metallic Tubing: Manufacturer. Same as conduit. Galvanized or C. Provide shop drawings of all complete lutron homeworks wiring system to Owner 1.7 SERVICE INTERRUPTIONS: insulated throats. Couplings and connectors with plastic insulated throats, for approval. Shop drawing to include all wiring and keypad layouts. A. interruption of power service shall be held to a minimum. All interruptions couplings and connectors, set screw, threaded compression. Ream and must be scheduled in writing with the owner, one (1) week in advance. file all cuts. D. Provide submittals of all light fixtures to Owner for review. 3. Flexible Conduit: Manufacturers: Same as conduit. Galvanized steel fittings: E. Electrical contractor is responsible for providing all light -fixtures, wiring, and 1.8 CONTRACTOR VERIFICATION: "Jake" as manufactured by W. F. Curlee Mfg. Co. controls as indicated on electrical plans and shop drawings furnished by A. In addition to the usual prebid survey required by these specifications for 4. NM Cable, must have full size ground, Eric Johnson Associates. purposes of determining all existing conditions and difficulties, it is further 5. Provide expansion joints for conduit runs of over 90 feet unless flexible required that the contractor verify all equipment catalog numbers for items conduit used. Flexible conduit permitted Inside owner space only. 2.10 OVERCURRENT DEVICES furnished under the electrical section both for current validity and for A. Circuit Breakers: 10,000A minimum (120V). Must conformance with current building standards. Should catalog data contained B. Support Systems: Raceway supported at intervals not over 10 -feet. Provide be dated for available fault levels. herein not be in concert with latest manufacturer's nomenclature or latest one support not over 18 -inches from each joint or change in direction. owner of landlord requirements, contractor shall so inform the architect in Clamps, on hole malleable iron with clampbox in exposed areas. Trapeze 2.11 MISCELLANEOUS MATERIALS: _ writing, reflect necessary changes on submittal drawings, and record hangers for multiple runs. Caddy clips permitted inside owner space only. A. Safety Switches: Heavy duty type, 600 Volt, horsepower rated for motors, accurate data on record drawings. Furnish and install correct equipment. 2.3 WIRES AND CABLES: standard -enclosure indoors and weathertight enclosure outdoors: fused or 1.9 RECORD DRAWINGS: A. For power and lighting systems 600 Volts or less: non-fused as required. General Electric, Square D. or Westinghouse. A. Maintain one set of clean working drawings at the job site and enter daily 1• Conductor: #14 AWG through #10 AWG solid copper. #8 AWG and larger shall such "as -built" information as feeder and service routes, pull box locationsbe stranded-copper-.-Minimum-size-shall-be-#1.2-AWG 2• Insulation Type: #14 AWG through #1 AWG shall be THWN for wet or underground ___ .__ and changes in layout or arrangement which occur during costruction. locations, and THHN for dry locations. #1/0 through #4/0 AWG shall be Deliver completed drawings to the architect. Type XHHW (55 Mils). #250 MCM and larger shall be Type XHHW (65 Mils). 1.10 GUARANTEE: B. For signal and communications circuits: PART 3 EXECUTION . A. Guarantee the installation free from defects of workmanship and materials 1. Conductors for general use shall be solid copper conductor, #16 AWG 3.1 GENERAL: for a period of one (1) year after Date of Certificate of Final Payment, minimum, with Type THWN insulation for underground or wet locations and A. Consult all other drawings. Verify scales and report any dimensional and promptly' remedy any defects developing during this period, without Type THHN insulation for dry locations. discrepancies or other conflicts to Architect before submitting bid. charge. 2.4 OUTLET BOXES, JUNCTION BOXES, AND PULL BOXES: B. All homeruns to ponetboards are indicated as starting from the outlet nearest the panel and continuing in the general direction of that panel. Continue such 1.11 ACCEPTANCE DEMONSTRATION: A. Outlet Boxes: Shall be hot --dipped, galvanized or sherardized of required size, circuits to the panel as though the routes were completely indicated. Terminate A. Upon completion of the work, ata time to be designated by the Owner, 4" octagon or square minimum, for flush mounted devices and lighting homeruns of signal, alarm, and communications system in a similar manner. the Contractor shall demonstrate for the architect the operation of the fixtures. Cast type with gasketed covers for outdoor or wet locations. C. Avoid cutting and boring holes through structure or structural members electrical installation, including any and all special items installed by him or Acceptable manufacturers: Steel City, Appleton, Roca, Pyle National, Killark wherever possible. Obtain prior approval of the Owner and conform to all installed under his supervision. Properly set automatic time switches to perform switching operations in accordance with schedules provided by the B. and Hope. Junction Boxes and Pull Boxes: Use outlet boxes with appropiate covers as structural requirements when cutting or boring the structure is necessary Owner's representative, and demonstrate (using the manufacturers junction boxes wherever possible. -"'fabricated D. and P Furnish -and-install ..all necessary hardware, hangers, blocking, brackets, -.bracing, operating, instructions) how to override and/or reset time switches Larger junction boxes and pull boxes shall b6 runners, etc., required for equipment specified under this Section. 1.12 SUBSTITUTIONS: from sheet steel, sized according to code, with screw -on covers, finished gray baked enamel. E. Provide necessary backing required to insure rigid mounting of outlet boxes. A. Wherever possible, more than one manufacturer has been listed for various C. Telephone outlet boxes shall be the type and size required by the serving 3.2 WIRING METHOD: items of equipment, any one of which will be acceptable. Base the bid on telephone company but no', smaller than 4-11 16" square x 2-1 8" dee P P y / q / P A. Install all underground and anelboard feederwirin in raceway. g P g y use of materials specified. If, after award of the Contract, a substitute is with single -gang ring and Sierra #S -754N split plate bushing. B. Conduit shall be rigid steel; IMC, or EMT as follows: proposed, the request for permission to substitute shall be accompanied "Slater" 1. Above ground: Use rigid steel, IMC, or EMT. with a statement of the amount of money to be returned to the contract D. Plastic outlet boxes, Pass Seymour. or equal. a. Wet locations: Rigid steel or IMC only. if the substitution is permitted. The Owner is the sole judge of 1. High impact Thermoplastic constuction b. Locations subject to mechanical injury. Rigid steel or IMC only. acceptability of proffered substitutions. If a substitute item is permitted, 2. Use only with NM cable. C. Dry locations and those not subject to mechanical in jury: and any redesign effort is thereby necessitated, the required redesign shall 3. Quick entry cable clamps EMT, IMC, or rigid steel conduit. be at the Contractor's expense. 4. UL Listed for use in fire resistant waits and'ceilings d• NM cable is allowable for interior 15 and 20A branch circuits. 2. Underground: Schedule 40 PVC (if permitted, rigid steel, wrapped). r C. Use flexible steel conduits in the following applications: 1. Recessed lighting fixtures. 2. Motor connections. 3. At expansion joints. 4. At transformers and other equipment which produces vibration. 5., At wet locations or where exposed to weather,'the flexible conduit shall be liquid tight type. 3.3 INSTALLATION OF CONDUITS: A. General: 1. Run all conduits concealed unless otherwise noted or shown. 2. Run exposed conduit parallel to or at right angles to center lines of columns and beams. 3. Install conduits above ceilings to avoid obstructing removal of ceiling. tiles, lighting fixtures, air diffusers,etc. 4. Conduits shall not cross any duct shaft or area designated as future duct shaft horizontally. Conduit risers when allowed in duct shaft must be coordinated with Mechanical work to avoid any conflict. B. Conduit Supports: 1. Support conduits with UL's listed steel conduit supports at intervals required' by the NEC. Wires or sheet metal strips are not acceptable for conduit support. Use conduit hangers for all conduits not directly fastened to structure and for all multiple conduit runs. 2. individual conduits sizes 1/2" and 3/4" may be supported ceiling support wires with Caddy clips only if acceptable to local code. Only one conduit Is permitted to be attached to any ceiling support wire. Hang such conduit so as not to affect level of ceiling. 3. Avoid attaching conduit to fan plenums. When it is necessary to support conduit from fan plenum, provide a length of flexible conduit between portion attached fan plenum and portion attached to the building to minimize transmission of vibration to the building structure. C. Conduit Penetrations: Conduit penetrations of roof, walls, floors and ceilings shall be sealed to preserve the integrity of waterproofing, fire rating and soundproofing, for which the roof, wall, floor or ceiling is designed. Materials and methods used shall conform to that specified under Architectural Sections. 3.4 INSTALLATION OF WIRES: A. Pull no wire - into any portion of the conduit system until all contruction work which might damage the wire has been completed. B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in pull boxes or junction boxes. Make branch circuit splices in outlet boxes with 8" of correctly color -coded tails left in the box. C. Splices in wires and cables shall be made utilizing materials and methods described hereinbefore. D. Megger and record insulation resistances of all 600 Volt insulated conductors size #4/0 and larger using 500 Volt megger for one minute. Make tests with circuits isolated from source and load. E. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacturer. Provide ground jumper from outlet box to ground terminal of devices. F. Provide Brady Wire markers where number of conductors in a box exceeds four. 3.5 WIRE COLOR CODE: A. Color code all conductors. Wire sizes #8 AWG and smaller shall have integral color -coded insulation. Wire sizes #6 AWG and larger may have black insulation, but identified by color coded electrical tape at all junction, splice, pull or termination points. Color tape shall be applied 1/2 lap to at least 6" of the conductor. 3.6 CONNECTIONS TO EQUIPMENT: A. Furnish and install a disconnect switch immediately ahead of and adjacent to each magnetic motor starter or appliance unless the motor appliance is located adjacent and within sight of the serving panelboard, circuit breaker or switch. Verify all equipment nameplate current ratings prior to Intallation. B. Furnish and install manual thermal protection for all motors not integrally equipped with thermal protection. C. Furnish 120 Volt power to each control panel and time switch requiring a source of power to operate. 3.7 IDENTIFICATION: A. Provide engraved, lamacoid nameplates for panels, motor starters, disconnect switches and all similar devices. B. Provide clear dymo labels on all lighting switches and convenience and special purpose receptacles to show panel and circuit number to which the device is connected. _..-__._C._._ProVde. label -on. ail motors: "CAUTION. AUTOMATIC EQUIPMENT, MAY START AT ANY TIME." 3.9 GROUNDING: A. Electrical service and separately derived alternating current systems shall be grounded in accordance with NEC Article 250-3 to 250-26, inclusive. B. Ground non-current carrying metal parts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide a low impedance path for line -to -ground fault current and to bond all non-currenct carrying metal parts together. Provide ground conductor in each raceway system in addition to conductors shown. Equipment ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per NEC Article 250-95 unless larger conductors are shown on drawings. C. Grounding conductors shall be identified with green insulation. Where green insulation is not available on larger sizes, black insulation shall be used and _ suitable identified with green tope at each junction box or device enclosure. END OF SECTION PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES PEVI [=WE=D FOR OOOP i r Q Y W� T r c _ O 03 r - iJ coy � 00 M r-� Z O U F -i i U W� O O � 00 CN 14 4--1 0 I O oU o O 4� OUNU M r-� Z O U F -i H W U W� H W O oC)Loi a coo DATE 12/31/2013 DRAWN BY PB CODE COMPLIANCE JOB10010 DAi : PIS -- �=...-. IY14- - SHEET - LIGHTING MANDATORY MEASURES- INDOOR ELECTRICAL SYMBOLS t� Building Lighting Shut-off SYMBOL DESCRIPTION The building lighting shut-off system consists of an automatic time switch, with a zone for each floor. LIGHTING FIXTURE CEILING OR PENDANT r7l Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight 0 LIGHTING FIXTURE, RECESSED of the lights. The area of override is not to exceed 5,000 square feet. LIGHTING FIXTURE, WALL MOUNTED n Automatic Control Devices Certified All automatic control devices specified are certified; all alternate equipment shall be certified and FLUORESCENT LIGHTING FIXTURE- RECESSED P installed as directed by the manufacturer. FLUORESCENT LIGHTING FIXTURE- SUSPENDED OR SURFACE MOUNTED [✓1 Fluorescent Ballast and Luminaires Certified All fluorescent fixtures subject to certification and specified for the projects are certified. f---4---I FLUORESCENT LIGHTING FIXTURE SURFACE STRIP 0 � BATTERY EMERGENCY LIGHT, CEILING MTD EXIT LIGHT, WALL MTD EXIT LIGHT - MIN HT 80" I En Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device NOTE: SHADE IS FACE OF SIGN. for each area with .floor-to-ceiling walls. �I DUPLEX RECEPTACLE OUTLET 20A, 125V, +15" TO BOTTOM OF BOX (B.O.B.) 7 Uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of FOURPLEX RECEPTACLE OUTLET 20A, 125V, HEIGHT AS NOTED (MIN +15" B.O.B.) lighting load shall be controlled with Multi-level switching for uniform reduction of lighting within the room. � MOUNT OUTLET ABOVE COUNTER OR BACKSPLASH � DUPLEX RECEPTACLE IN CEILING ABOVE WINDOW Lam] Daylit Area Control All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the 3.PROVIDE ALL FLUORESCENT FIXTURES WITH ENERGYS AVI NIA LE RAPID START OCTRON LAMPS. ♦ 0 V TELEPHONE, DATA, COMBINATION OUTLET (WITH 1#12 PULL WIRE TO ABV CLG)(MIN 15" BOB) effective use of daylight in the area shall have 50% of the lighting power in each daylit area controlled 4. ALL BALLASTS SHALL BE C.E.C. CERTIFIED. b a separate switch. Rooms greater than 2,500 square feet are controlled by ceiling mounted photocell. C� JUNCTION BOX Y P 5.QUANTITIES LISTED ARE FOR TITLE 24 COORDINATION ONLY. -or- Q , , cannot be accomplished because the windows are continuous! A FIXTURE TAG- A DENOTES FIXTURE TYPE The effective use of daylight throughout c p y O shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. LOAD CALCULATION PANEL SCHEDULE $ SINGLE POLE TOGGLE .SWITCH, 20A, 120-277V AT +48" CL OF TOGGLE $ a SUBSCRIPT DENOTES OUTLET OR FIXTURE CONTROLED (� +48" CL OF .TOGGLE LIGHTING: PANEL: A VOLTAGE: 120/208 BUS: 125 AMPERES (FED AT 100A) INTERIOR: 2572.8 SQ.FT x 2.0 W/SQ.FT x 125% = 6.4 KVA 1 TYPE: PANELBOARD 3 PHASE 4 WIRE MOUNT: SURFACE $3 $4 THREE/FOUR WAY TOGGLE SWITCH 2OA, 120-277V AT +48" CL OF TOGGLE EXISTIOR: 1.4 KVA x 125% = 1.8 KVA LOAD KVA C.B. No. S N No. C.B. KVA LOAD DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE. RECEPTACLE: (34) x 180 VA EA x 100% = 6.1 KVA LTS-OFF. 1 & 2 BRK RM 0.5 20/1 1 2 20/1 0.4 E RECP-BRK RM CONVEN. SENSOR SWITCH #CMR-PDT-9 OR EQUAL. KITCHEN: x 1.5 KVA x 100% = 4.5 KVA LTS-LOBBY TOILETS STOR 0.5 3 4 0.2 RECP-BRK RM COUNTREFRIGERATOR/MICROWAVE: �3) 4x 1.5 KVA x 80% = 4.8 KVA n .DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE, WITH. LIGHTING MANDATORY MEASURES - OUTDOOR MECHANICAL: 10.6 KVA x 100% = 10.6 KVA LTS-COMMUNITY ROOM 0.5 5 6 1.5 RECP-BRK RM MICROWAVE Pc PHOTOCELL. SENSOR SWITCH #CMR-PDT-9-PC OR EQUAL. +25% LARGEST MOTOR: 1.6 KVA x 25% = 0.4 KVA" LCP 0.1 7 8 1.5 RECP-BRK RM REFRIGERATOR TOTAL = 34.6 KVA 10 0.2 E RECP-MANAGER OFFICE e DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, EXTENDED RANGE. [� Certification 12 0.6 E RECP-MAN. OFFICE FLR 0 SENSOR SWITCH #CMR-PDT-10 OR EQUAL. All installed Controls and Ballasts shall be Certified by the California Energy Commission. See LTS-EXTERIOR LIGHTING 0.1 13 14 0.6 RECP-OFFICE 1 FLR Section 119. 34.6 KVA/208V, 3�, 4W = 96.1 AMPS []2 LTS-STREET LIGHTING 0.3 15 16 0.6 RECP-OFFICE 1 CONVEN. Q PASSIVE !NEARED WALL MOUNTED SINGLE CONTACT OCCUPANCY SENSOR AT +48" CL ® Minimum Lam Efficacy �2 LTS-STREET LIGHTING 0.3 30 17 18 0.4 RECP-TTB OF SENSOR. SENSOR SWITCH #WSX OR EQUAL r P 2 19 20 0.4 RECP-DATA T.B. NI outdoor luminaires with lamps rated over 100 watts must either. have a lamp efficacy of ® MAIN SWITCHBOARD at least 60 lumens per watt; or be controlled by a motion sensor, unless exempted from the SPARE 20 1 21 22 0.4 RECP-STOR FURN 1 CONV. eight possible exceptions. See Section 132(a). RECP-COMM. CONVENIENCE 0.9 23 24 0.4 RECP-WOS MEN 1= LIGHTING OR DISTRIBUTION PANELBOARD RECP-COMM. CONVENIENCE 0.6 25 26 0.8 RECP-STOR LOBBY ® Outdoor luminaire cutoff: RECP-MICROWAVE 1.5 27 28 0.4 RECP-FURN 2 UTIL EXT >a TERMINAL CABINET Outdoor luminaires that use lamps rated greater than 175 watts in the hardscape areas, parking RECP-REFER 1.5 29 30 PFB SPACE ` lots, building entrances, canopies and all outdoor sales areas will be required to be designated NO SCALE �' �' SAFETY SWITCH - HP RATED -FUSED -NON-FUSED cutoff in a photometric test report that includes any tilt or other non-level mounting conditions. 0 N E -LINE DIAGRAM RECP-COUNTER 0.2 31 32 See Section 132 (b). RECP-COUNTER 0.2 33 34 ICY MOTOR M P & S SPARE 35 36 Gn Controls to turn off the lights during the day: FURN 1 1.4 37 38 20 1 1.4 FURNACE 2 EXHAUST FAN - M P & S All permanently installed outdoor lighting must be controlled by a photoelectric switch or astronomical CONDENSER 1 3.9 30 39 40 30 3.9 CONDENSER 2 /A-C\ MECHANICAL EQUIPMENT I.D. TAG - M P & S time switch that automatically turns off the outdoor lighting when daylight is available. See 2 41 42 2 c 1. &S. Section 132 DUCT TYPE SMOKE DETECTOR COORDINATE WITH MP &S. KVA: 0 EXISTING PANELBOARD MAY BE REUSE IF IN UJ ® Controls to provide the option to turn off a portion of the lights: LIGHTING: 2.9 KVA x 125% = 3.6 KVA GOOD REPAIR. PROVIDE NEW AS REQUIRED. CIRCUIT CONCEALED IN CEILING OR WALL, EXPOSED IN SERVICE AREAS P P z � in of building facades parking lots garages, sales and nonsales canopies, and all outdoor o n- RECEPTACLE: 7.3 KVA x 100% = 7.3 KVA IF EXISTING PANELBOARD IS USED, INSPECT VIP Ar mr% For lighting P 9 9 9 P 9 9 9 E_ _ ---CONCEALED IN FLOOR OR UNDERGROUND sales areas, automatic controls are required to provide the owner with the ability to turn off the ¢ � KITCHEN EQ.: 4.5 KVA x 80% - 3.6 KVA CIRCUIT BREAKERS, REPLACE AT REQUIRED. CIRCUIT lighting, or to reduce the lightingpower by at least 50 (but not exceeding 80%) when the lighting o MECHANICAL: 10.6 KVA x 100% = 10.9 KVA FIELD VERIFY ALL SITE LIGHTING CIRCUITING is not needed. See Section 132(c)2. UJ __J +25% LARGEST MOTOR: 1.6 x 25% = 0.4 KVA REQUIREMENTS. HOMERUN TO PANELBOARD " > TOTAL: = 25.5 KVA -i+ --- DENOTES I OF #12 WIRES, NO MARKS= 2#12, 1/2"C, m w 25.5 KVA/208V, 30, 4W = 70.8 AMPS INDICATES FLEX CONDUIT ��,, o B.O.B. BOTTOM OF J-BOX �-- Mi = PROVIDE LABELS PER CEC 110.16 PROVIDE WITH EQUIPMENT GROUND BUS C CONDUIT w CL CENTER LINE o Abdo EM EMERGENCY BATTERY BACKUP a' G GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER Alft cD Z MP&S SEE MECHANICAL PLANS & SPECIFICATIONS N o TTB TELEPHONE TERMINAL BOARD X o MSB MAIN SWITCHBOARD w v NL NIGHT LIGHT - UNSWITCHED UJ O (E) METER/MAIN ETEBE OCATED PNL PANELBOARD RD TO E EXISTING N NEW 100A/3P R EXISTING TO BE REMOVED OR RELOCATED MAIN C.B. LION UNLESS OTHERWISE NOTED MTC EMPTY CONDUIT WITH 1#12 PULL WIRE WP WEATHERPROOF - WHILE IN USE IN WET LOCATIONS WHERE APPLIED TO RECEPTACLES v z � o �z C.D CD4- C-) 0um 0 >M PANEL AUJ CO i i �I PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - MPLIANCE CO DA t - _.._ . T... €3Y,�.JEU^01 L, TITLE 24 QUANTITIES LIGHTING FIXTURE SCHEDULE CONDITIONED UNCONDITIONED TYPE MANUFACTURER &CATALOG No. LAMP VOLTS / VA MOUNTING. REMARKS QTY TOTAL QTY wA1 s QTY TOTAL EXISTING RECESSED 1x4 FLUORESCENT FIXTURE F32T8 RECESSED, Al 2 120 / 54 GYP. BD CL'G 10 540 A2 EXISTING PENDANT MOUNTED FLUORESCENT FIXTURE F32T8 120 / 54 EXISTING PENDANT EXISTING 24 PENDANT ROW IN EXISTING 5 270 2 VERIFY LENGTH OPEN OFFICE AREA TO BE MODIFIED INTO (1)8' AND (1)12' ROWS IN NEW OFFICE AREAS. EXISTING FLUORESCENT DOWNLIGHT 18W QUAD RECESSED, FIELD VERIFY LAMPS TYPE. 61 FIELD VERIFY 120 / 21 GYP. BD CL'G 4 84 NEW FLUORESCENT DOWNLIGHT TO MATCH EXISTING 18W QUAD RECESSED, PROVIDE LAMP TYPE AND QUANTITY TO B2 FIELD VERIFY 120 / 21 GYP. BD CL'G MATCH EXISTING. 15 315 NEW 4 FLUORESCENT STRIP WITH DECORATIVE COVER F32T8 SURFACE, WALL C1 2 120 / 54 ABOVE MIRROR 2 108 C2 NEW 1x4 FLUORESCENT WRAPAROUND F32T8 120 / 54 SURFACE, � 4 216 2 GYP. BD CL'G NEW WALL MOUNTED LED LIGHTING FIXTURE LED, PROVIDED WALL, HT PER 5 95 SA WITH FIXTURE 120 / 19 ARCH. DETAIL(S) Q2 REwsloas sr 0.3 9 �2 LTS-STREET LIGHTING 0.3 11 MITCHELL ELECTRIC 7466 LEONARD AVE CITRUS HEIGHTS, CA 95610 (916) 725-1769 CHASE ELECTRICAL ENGINEERING ESSlp�gl OQROE CD E-953 � TR��� 9T �F CA1-�F�� RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (91B} 344-4878 ■ r � V 0 LU Z 0 J m � W 0 oZ L.l.l � Lri Date 11/11/15 Scale AS NOTED Drawn DMC/SDB Job Na 2153314 Sheet Of 5 Sheets LIGHTING NOTES: SUBTOTAL = 1 533.0 95 0.0 1. REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATION FOR LIGHTING FIXTURE SPECIFICATION. -CONTROL CREDITS = 1 533.0 95 2. PROVIDE ALL FLUORESCENT FIXTURES WITH ENERGY SAVING ELECTRONIC BALLASTS. TOTAL = 2 771.2 95 ALLOWED WATTAGES = LIGHTING MANDATORY MEASURES- INDOOR ELECTRICAL SYMBOLS t� Building Lighting Shut-off SYMBOL DESCRIPTION The building lighting shut-off system consists of an automatic time switch, with a zone for each floor. LIGHTING FIXTURE CEILING OR PENDANT r7l Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight 0 LIGHTING FIXTURE, RECESSED of the lights. The area of override is not to exceed 5,000 square feet. LIGHTING FIXTURE, WALL MOUNTED n Automatic Control Devices Certified All automatic control devices specified are certified; all alternate equipment shall be certified and FLUORESCENT LIGHTING FIXTURE- RECESSED P installed as directed by the manufacturer. FLUORESCENT LIGHTING FIXTURE- SUSPENDED OR SURFACE MOUNTED [✓1 Fluorescent Ballast and Luminaires Certified All fluorescent fixtures subject to certification and specified for the projects are certified. f---4---I FLUORESCENT LIGHTING FIXTURE SURFACE STRIP 0 � BATTERY EMERGENCY LIGHT, CEILING MTD EXIT LIGHT, WALL MTD EXIT LIGHT - MIN HT 80" I En Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device NOTE: SHADE IS FACE OF SIGN. for each area with .floor-to-ceiling walls. �I DUPLEX RECEPTACLE OUTLET 20A, 125V, +15" TO BOTTOM OF BOX (B.O.B.) 7 Uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of FOURPLEX RECEPTACLE OUTLET 20A, 125V, HEIGHT AS NOTED (MIN +15" B.O.B.) lighting load shall be controlled with Multi-level switching for uniform reduction of lighting within the room. � MOUNT OUTLET ABOVE COUNTER OR BACKSPLASH � DUPLEX RECEPTACLE IN CEILING ABOVE WINDOW Lam] Daylit Area Control All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the 3.PROVIDE ALL FLUORESCENT FIXTURES WITH ENERGYS AVI NIA LE RAPID START OCTRON LAMPS. ♦ 0 V TELEPHONE, DATA, COMBINATION OUTLET (WITH 1#12 PULL WIRE TO ABV CLG)(MIN 15" BOB) effective use of daylight in the area shall have 50% of the lighting power in each daylit area controlled 4. ALL BALLASTS SHALL BE C.E.C. CERTIFIED. b a separate switch. Rooms greater than 2,500 square feet are controlled by ceiling mounted photocell. C� JUNCTION BOX Y P 5.QUANTITIES LISTED ARE FOR TITLE 24 COORDINATION ONLY. -or- Q , , cannot be accomplished because the windows are continuous! A FIXTURE TAG- A DENOTES FIXTURE TYPE The effective use of daylight throughout c p y O shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. LOAD CALCULATION PANEL SCHEDULE $ SINGLE POLE TOGGLE .SWITCH, 20A, 120-277V AT +48" CL OF TOGGLE $ a SUBSCRIPT DENOTES OUTLET OR FIXTURE CONTROLED (� +48" CL OF .TOGGLE LIGHTING: PANEL: A VOLTAGE: 120/208 BUS: 125 AMPERES (FED AT 100A) INTERIOR: 2572.8 SQ.FT x 2.0 W/SQ.FT x 125% = 6.4 KVA 1 TYPE: PANELBOARD 3 PHASE 4 WIRE MOUNT: SURFACE $3 $4 THREE/FOUR WAY TOGGLE SWITCH 2OA, 120-277V AT +48" CL OF TOGGLE EXISTIOR: 1.4 KVA x 125% = 1.8 KVA LOAD KVA C.B. No. S N No. C.B. KVA LOAD DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE. RECEPTACLE: (34) x 180 VA EA x 100% = 6.1 KVA LTS-OFF. 1 & 2 BRK RM 0.5 20/1 1 2 20/1 0.4 E RECP-BRK RM CONVEN. SENSOR SWITCH #CMR-PDT-9 OR EQUAL. KITCHEN: x 1.5 KVA x 100% = 4.5 KVA LTS-LOBBY TOILETS STOR 0.5 3 4 0.2 RECP-BRK RM COUNTREFRIGERATOR/MICROWAVE: �3) 4x 1.5 KVA x 80% = 4.8 KVA n .DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE, WITH. LIGHTING MANDATORY MEASURES - OUTDOOR MECHANICAL: 10.6 KVA x 100% = 10.6 KVA LTS-COMMUNITY ROOM 0.5 5 6 1.5 RECP-BRK RM MICROWAVE Pc PHOTOCELL. SENSOR SWITCH #CMR-PDT-9-PC OR EQUAL. +25% LARGEST MOTOR: 1.6 KVA x 25% = 0.4 KVA" LCP 0.1 7 8 1.5 RECP-BRK RM REFRIGERATOR TOTAL = 34.6 KVA 10 0.2 E RECP-MANAGER OFFICE e DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, EXTENDED RANGE. [� Certification 12 0.6 E RECP-MAN. OFFICE FLR 0 SENSOR SWITCH #CMR-PDT-10 OR EQUAL. All installed Controls and Ballasts shall be Certified by the California Energy Commission. See LTS-EXTERIOR LIGHTING 0.1 13 14 0.6 RECP-OFFICE 1 FLR Section 119. 34.6 KVA/208V, 3�, 4W = 96.1 AMPS []2 LTS-STREET LIGHTING 0.3 15 16 0.6 RECP-OFFICE 1 CONVEN. Q PASSIVE !NEARED WALL MOUNTED SINGLE CONTACT OCCUPANCY SENSOR AT +48" CL ® Minimum Lam Efficacy �2 LTS-STREET LIGHTING 0.3 30 17 18 0.4 RECP-TTB OF SENSOR. SENSOR SWITCH #WSX OR EQUAL r P 2 19 20 0.4 RECP-DATA T.B. NI outdoor luminaires with lamps rated over 100 watts must either. have a lamp efficacy of ® MAIN SWITCHBOARD at least 60 lumens per watt; or be controlled by a motion sensor, unless exempted from the SPARE 20 1 21 22 0.4 RECP-STOR FURN 1 CONV. eight possible exceptions. See Section 132(a). RECP-COMM. CONVENIENCE 0.9 23 24 0.4 RECP-WOS MEN 1= LIGHTING OR DISTRIBUTION PANELBOARD RECP-COMM. CONVENIENCE 0.6 25 26 0.8 RECP-STOR LOBBY ® Outdoor luminaire cutoff: RECP-MICROWAVE 1.5 27 28 0.4 RECP-FURN 2 UTIL EXT >a TERMINAL CABINET Outdoor luminaires that use lamps rated greater than 175 watts in the hardscape areas, parking RECP-REFER 1.5 29 30 PFB SPACE ` lots, building entrances, canopies and all outdoor sales areas will be required to be designated NO SCALE �' �' SAFETY SWITCH - HP RATED -FUSED -NON-FUSED cutoff in a photometric test report that includes any tilt or other non-level mounting conditions. 0 N E -LINE DIAGRAM RECP-COUNTER 0.2 31 32 See Section 132 (b). RECP-COUNTER 0.2 33 34 ICY MOTOR M P & S SPARE 35 36 Gn Controls to turn off the lights during the day: FURN 1 1.4 37 38 20 1 1.4 FURNACE 2 EXHAUST FAN - M P & S All permanently installed outdoor lighting must be controlled by a photoelectric switch or astronomical CONDENSER 1 3.9 30 39 40 30 3.9 CONDENSER 2 /A-C\ MECHANICAL EQUIPMENT I.D. TAG - M P & S time switch that automatically turns off the outdoor lighting when daylight is available. See 2 41 42 2 c 1. &S. Section 132 DUCT TYPE SMOKE DETECTOR COORDINATE WITH MP &S. KVA: 0 EXISTING PANELBOARD MAY BE REUSE IF IN UJ ® Controls to provide the option to turn off a portion of the lights: LIGHTING: 2.9 KVA x 125% = 3.6 KVA GOOD REPAIR. PROVIDE NEW AS REQUIRED. CIRCUIT CONCEALED IN CEILING OR WALL, EXPOSED IN SERVICE AREAS P P z � in of building facades parking lots garages, sales and nonsales canopies, and all outdoor o n- RECEPTACLE: 7.3 KVA x 100% = 7.3 KVA IF EXISTING PANELBOARD IS USED, INSPECT VIP Ar mr% For lighting P 9 9 9 P 9 9 9 E_ _ ---CONCEALED IN FLOOR OR UNDERGROUND sales areas, automatic controls are required to provide the owner with the ability to turn off the ¢ � KITCHEN EQ.: 4.5 KVA x 80% - 3.6 KVA CIRCUIT BREAKERS, REPLACE AT REQUIRED. CIRCUIT lighting, or to reduce the lightingpower by at least 50 (but not exceeding 80%) when the lighting o MECHANICAL: 10.6 KVA x 100% = 10.9 KVA FIELD VERIFY ALL SITE LIGHTING CIRCUITING is not needed. See Section 132(c)2. UJ __J +25% LARGEST MOTOR: 1.6 x 25% = 0.4 KVA REQUIREMENTS. HOMERUN TO PANELBOARD " > TOTAL: = 25.5 KVA -i+ --- DENOTES I OF #12 WIRES, NO MARKS= 2#12, 1/2"C, m w 25.5 KVA/208V, 30, 4W = 70.8 AMPS INDICATES FLEX CONDUIT ��,, o B.O.B. BOTTOM OF J-BOX �-- Mi = PROVIDE LABELS PER CEC 110.16 PROVIDE WITH EQUIPMENT GROUND BUS C CONDUIT w CL CENTER LINE o Abdo EM EMERGENCY BATTERY BACKUP a' G GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER Alft cD Z MP&S SEE MECHANICAL PLANS & SPECIFICATIONS N o TTB TELEPHONE TERMINAL BOARD X o MSB MAIN SWITCHBOARD w v NL NIGHT LIGHT - UNSWITCHED UJ O (E) METER/MAIN ETEBE OCATED PNL PANELBOARD RD TO E EXISTING N NEW 100A/3P R EXISTING TO BE REMOVED OR RELOCATED MAIN C.B. LION UNLESS OTHERWISE NOTED MTC EMPTY CONDUIT WITH 1#12 PULL WIRE WP WEATHERPROOF - WHILE IN USE IN WET LOCATIONS WHERE APPLIED TO RECEPTACLES v z � o �z C.D CD4- C-) 0um 0 >M PANEL AUJ CO i i �I PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - MPLIANCE CO DA t - _.._ . T... €3Y,�.JEU^01 L, TITLE 24 QUANTITIES LIGHTING FIXTURE SCHEDULE CONDITIONED UNCONDITIONED TYPE MANUFACTURER &CATALOG No. LAMP VOLTS / VA MOUNTING. REMARKS QTY TOTAL QTY wA1 s QTY TOTAL EXISTING RECESSED 1x4 FLUORESCENT FIXTURE F32T8 RECESSED, Al 2 120 / 54 GYP. BD CL'G 10 540 A2 EXISTING PENDANT MOUNTED FLUORESCENT FIXTURE F32T8 120 / 54 EXISTING PENDANT EXISTING 24 PENDANT ROW IN EXISTING 5 270 2 VERIFY LENGTH OPEN OFFICE AREA TO BE MODIFIED INTO (1)8' AND (1)12' ROWS IN NEW OFFICE AREAS. EXISTING FLUORESCENT DOWNLIGHT 18W QUAD RECESSED, FIELD VERIFY LAMPS TYPE. 61 FIELD VERIFY 120 / 21 GYP. BD CL'G 4 84 NEW FLUORESCENT DOWNLIGHT TO MATCH EXISTING 18W QUAD RECESSED, PROVIDE LAMP TYPE AND QUANTITY TO B2 FIELD VERIFY 120 / 21 GYP. BD CL'G MATCH EXISTING. 15 315 NEW 4 FLUORESCENT STRIP WITH DECORATIVE COVER F32T8 SURFACE, WALL C1 2 120 / 54 ABOVE MIRROR 2 108 C2 NEW 1x4 FLUORESCENT WRAPAROUND F32T8 120 / 54 SURFACE, � 4 216 2 GYP. BD CL'G NEW WALL MOUNTED LED LIGHTING FIXTURE LED, PROVIDED WALL, HT PER 5 95 SA WITH FIXTURE 120 / 19 ARCH. DETAIL(S) Q2 REwsloas sr 0.3 9 �2 LTS-STREET LIGHTING 0.3 11 MITCHELL ELECTRIC 7466 LEONARD AVE CITRUS HEIGHTS, CA 95610 (916) 725-1769 CHASE ELECTRICAL ENGINEERING ESSlp�gl OQROE CD E-953 � TR��� 9T �F CA1-�F�� RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (91B} 344-4878 ■ r � V 0 LU Z 0 J m � W 0 oZ L.l.l � Lri Date 11/11/15 Scale AS NOTED Drawn DMC/SDB Job Na 2153314 Sheet Of 5 Sheets LIGHTING MANDATORY MEASURES- INDOOR ELECTRICAL SYMBOLS t� Building Lighting Shut-off SYMBOL DESCRIPTION The building lighting shut-off system consists of an automatic time switch, with a zone for each floor. LIGHTING FIXTURE CEILING OR PENDANT r7l Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual accessible override switch in sight 0 LIGHTING FIXTURE, RECESSED of the lights. The area of override is not to exceed 5,000 square feet. LIGHTING FIXTURE, WALL MOUNTED n Automatic Control Devices Certified All automatic control devices specified are certified; all alternate equipment shall be certified and FLUORESCENT LIGHTING FIXTURE- RECESSED P installed as directed by the manufacturer. FLUORESCENT LIGHTING FIXTURE- SUSPENDED OR SURFACE MOUNTED [✓1 Fluorescent Ballast and Luminaires Certified All fluorescent fixtures subject to certification and specified for the projects are certified. f---4---I FLUORESCENT LIGHTING FIXTURE SURFACE STRIP 0 � BATTERY EMERGENCY LIGHT, CEILING MTD EXIT LIGHT, WALL MTD EXIT LIGHT - MIN HT 80" I En Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device NOTE: SHADE IS FACE OF SIGN. for each area with .floor-to-ceiling walls. �I DUPLEX RECEPTACLE OUTLET 20A, 125V, +15" TO BOTTOM OF BOX (B.O.B.) 7 Uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of FOURPLEX RECEPTACLE OUTLET 20A, 125V, HEIGHT AS NOTED (MIN +15" B.O.B.) lighting load shall be controlled with Multi-level switching for uniform reduction of lighting within the room. � MOUNT OUTLET ABOVE COUNTER OR BACKSPLASH � DUPLEX RECEPTACLE IN CEILING ABOVE WINDOW Lam] Daylit Area Control All rooms that are greater than 250 square feet and contain windows and skylights, that allow for the 3.PROVIDE ALL FLUORESCENT FIXTURES WITH ENERGYS AVI NIA LE RAPID START OCTRON LAMPS. ♦ 0 V TELEPHONE, DATA, COMBINATION OUTLET (WITH 1#12 PULL WIRE TO ABV CLG)(MIN 15" BOB) effective use of daylight in the area shall have 50% of the lighting power in each daylit area controlled 4. ALL BALLASTS SHALL BE C.E.C. CERTIFIED. b a separate switch. Rooms greater than 2,500 square feet are controlled by ceiling mounted photocell. C� JUNCTION BOX Y P 5.QUANTITIES LISTED ARE FOR TITLE 24 COORDINATION ONLY. -or- Q , , cannot be accomplished because the windows are continuous! A FIXTURE TAG- A DENOTES FIXTURE TYPE The effective use of daylight throughout c p y O shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. LOAD CALCULATION PANEL SCHEDULE $ SINGLE POLE TOGGLE .SWITCH, 20A, 120-277V AT +48" CL OF TOGGLE $ a SUBSCRIPT DENOTES OUTLET OR FIXTURE CONTROLED (� +48" CL OF .TOGGLE LIGHTING: PANEL: A VOLTAGE: 120/208 BUS: 125 AMPERES (FED AT 100A) INTERIOR: 2572.8 SQ.FT x 2.0 W/SQ.FT x 125% = 6.4 KVA 1 TYPE: PANELBOARD 3 PHASE 4 WIRE MOUNT: SURFACE $3 $4 THREE/FOUR WAY TOGGLE SWITCH 2OA, 120-277V AT +48" CL OF TOGGLE EXISTIOR: 1.4 KVA x 125% = 1.8 KVA LOAD KVA C.B. No. S N No. C.B. KVA LOAD DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE. RECEPTACLE: (34) x 180 VA EA x 100% = 6.1 KVA LTS-OFF. 1 & 2 BRK RM 0.5 20/1 1 2 20/1 0.4 E RECP-BRK RM CONVEN. SENSOR SWITCH #CMR-PDT-9 OR EQUAL. KITCHEN: x 1.5 KVA x 100% = 4.5 KVA LTS-LOBBY TOILETS STOR 0.5 3 4 0.2 RECP-BRK RM COUNTREFRIGERATOR/MICROWAVE: �3) 4x 1.5 KVA x 80% = 4.8 KVA n .DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, STANDARD RANGE, WITH. LIGHTING MANDATORY MEASURES - OUTDOOR MECHANICAL: 10.6 KVA x 100% = 10.6 KVA LTS-COMMUNITY ROOM 0.5 5 6 1.5 RECP-BRK RM MICROWAVE Pc PHOTOCELL. SENSOR SWITCH #CMR-PDT-9-PC OR EQUAL. +25% LARGEST MOTOR: 1.6 KVA x 25% = 0.4 KVA" LCP 0.1 7 8 1.5 RECP-BRK RM REFRIGERATOR TOTAL = 34.6 KVA 10 0.2 E RECP-MANAGER OFFICE e DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR, EXTENDED RANGE. [� Certification 12 0.6 E RECP-MAN. OFFICE FLR 0 SENSOR SWITCH #CMR-PDT-10 OR EQUAL. All installed Controls and Ballasts shall be Certified by the California Energy Commission. See LTS-EXTERIOR LIGHTING 0.1 13 14 0.6 RECP-OFFICE 1 FLR Section 119. 34.6 KVA/208V, 3�, 4W = 96.1 AMPS []2 LTS-STREET LIGHTING 0.3 15 16 0.6 RECP-OFFICE 1 CONVEN. Q PASSIVE !NEARED WALL MOUNTED SINGLE CONTACT OCCUPANCY SENSOR AT +48" CL ® Minimum Lam Efficacy �2 LTS-STREET LIGHTING 0.3 30 17 18 0.4 RECP-TTB OF SENSOR. SENSOR SWITCH #WSX OR EQUAL r P 2 19 20 0.4 RECP-DATA T.B. NI outdoor luminaires with lamps rated over 100 watts must either. have a lamp efficacy of ® MAIN SWITCHBOARD at least 60 lumens per watt; or be controlled by a motion sensor, unless exempted from the SPARE 20 1 21 22 0.4 RECP-STOR FURN 1 CONV. eight possible exceptions. See Section 132(a). RECP-COMM. CONVENIENCE 0.9 23 24 0.4 RECP-WOS MEN 1= LIGHTING OR DISTRIBUTION PANELBOARD RECP-COMM. CONVENIENCE 0.6 25 26 0.8 RECP-STOR LOBBY ® Outdoor luminaire cutoff: RECP-MICROWAVE 1.5 27 28 0.4 RECP-FURN 2 UTIL EXT >a TERMINAL CABINET Outdoor luminaires that use lamps rated greater than 175 watts in the hardscape areas, parking RECP-REFER 1.5 29 30 PFB SPACE ` lots, building entrances, canopies and all outdoor sales areas will be required to be designated NO SCALE �' �' SAFETY SWITCH - HP RATED -FUSED -NON-FUSED cutoff in a photometric test report that includes any tilt or other non-level mounting conditions. 0 N E -LINE DIAGRAM RECP-COUNTER 0.2 31 32 See Section 132 (b). RECP-COUNTER 0.2 33 34 ICY MOTOR M P & S SPARE 35 36 Gn Controls to turn off the lights during the day: FURN 1 1.4 37 38 20 1 1.4 FURNACE 2 EXHAUST FAN - M P & S All permanently installed outdoor lighting must be controlled by a photoelectric switch or astronomical CONDENSER 1 3.9 30 39 40 30 3.9 CONDENSER 2 /A-C\ MECHANICAL EQUIPMENT I.D. TAG - M P & S time switch that automatically turns off the outdoor lighting when daylight is available. See 2 41 42 2 c 1. &S. Section 132 DUCT TYPE SMOKE DETECTOR COORDINATE WITH MP &S. KVA: 0 EXISTING PANELBOARD MAY BE REUSE IF IN UJ ® Controls to provide the option to turn off a portion of the lights: LIGHTING: 2.9 KVA x 125% = 3.6 KVA GOOD REPAIR. PROVIDE NEW AS REQUIRED. CIRCUIT CONCEALED IN CEILING OR WALL, EXPOSED IN SERVICE AREAS P P z � in of building facades parking lots garages, sales and nonsales canopies, and all outdoor o n- RECEPTACLE: 7.3 KVA x 100% = 7.3 KVA IF EXISTING PANELBOARD IS USED, INSPECT VIP Ar mr% For lighting P 9 9 9 P 9 9 9 E_ _ ---CONCEALED IN FLOOR OR UNDERGROUND sales areas, automatic controls are required to provide the owner with the ability to turn off the ¢ � KITCHEN EQ.: 4.5 KVA x 80% - 3.6 KVA CIRCUIT BREAKERS, REPLACE AT REQUIRED. CIRCUIT lighting, or to reduce the lightingpower by at least 50 (but not exceeding 80%) when the lighting o MECHANICAL: 10.6 KVA x 100% = 10.9 KVA FIELD VERIFY ALL SITE LIGHTING CIRCUITING is not needed. See Section 132(c)2. UJ __J +25% LARGEST MOTOR: 1.6 x 25% = 0.4 KVA REQUIREMENTS. HOMERUN TO PANELBOARD " > TOTAL: = 25.5 KVA -i+ --- DENOTES I OF #12 WIRES, NO MARKS= 2#12, 1/2"C, m w 25.5 KVA/208V, 30, 4W = 70.8 AMPS INDICATES FLEX CONDUIT ��,, o B.O.B. BOTTOM OF J-BOX �-- Mi = PROVIDE LABELS PER CEC 110.16 PROVIDE WITH EQUIPMENT GROUND BUS C CONDUIT w CL CENTER LINE o Abdo EM EMERGENCY BATTERY BACKUP a' G GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER Alft cD Z MP&S SEE MECHANICAL PLANS & SPECIFICATIONS N o TTB TELEPHONE TERMINAL BOARD X o MSB MAIN SWITCHBOARD w v NL NIGHT LIGHT - UNSWITCHED UJ O (E) METER/MAIN ETEBE OCATED PNL PANELBOARD RD TO E EXISTING N NEW 100A/3P R EXISTING TO BE REMOVED OR RELOCATED MAIN C.B. LION UNLESS OTHERWISE NOTED MTC EMPTY CONDUIT WITH 1#12 PULL WIRE WP WEATHERPROOF - WHILE IN USE IN WET LOCATIONS WHERE APPLIED TO RECEPTACLES v z � o �z C.D CD4- C-) 0um 0 >M PANEL AUJ CO i i �I PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - MPLIANCE CO DA t - _.._ . T... €3Y,�.JEU^01 L, TITLE 24 QUANTITIES LIGHTING FIXTURE SCHEDULE CONDITIONED UNCONDITIONED TYPE MANUFACTURER &CATALOG No. LAMP VOLTS / VA MOUNTING. REMARKS QTY TOTAL QTY wA1 s QTY TOTAL EXISTING RECESSED 1x4 FLUORESCENT FIXTURE F32T8 RECESSED, Al 2 120 / 54 GYP. BD CL'G 10 540 A2 EXISTING PENDANT MOUNTED FLUORESCENT FIXTURE F32T8 120 / 54 EXISTING PENDANT EXISTING 24 PENDANT ROW IN EXISTING 5 270 2 VERIFY LENGTH OPEN OFFICE AREA TO BE MODIFIED INTO (1)8' AND (1)12' ROWS IN NEW OFFICE AREAS. EXISTING FLUORESCENT DOWNLIGHT 18W QUAD RECESSED, FIELD VERIFY LAMPS TYPE. 61 FIELD VERIFY 120 / 21 GYP. BD CL'G 4 84 NEW FLUORESCENT DOWNLIGHT TO MATCH EXISTING 18W QUAD RECESSED, PROVIDE LAMP TYPE AND QUANTITY TO B2 FIELD VERIFY 120 / 21 GYP. BD CL'G MATCH EXISTING. 15 315 NEW 4 FLUORESCENT STRIP WITH DECORATIVE COVER F32T8 SURFACE, WALL C1 2 120 / 54 ABOVE MIRROR 2 108 C2 NEW 1x4 FLUORESCENT WRAPAROUND F32T8 120 / 54 SURFACE, � 4 216 2 GYP. BD CL'G NEW WALL MOUNTED LED LIGHTING FIXTURE LED, PROVIDED WALL, HT PER 5 95 SA WITH FIXTURE 120 / 19 ARCH. DETAIL(S) Q2 LTS-STREET LIGHTING 0.3 9 �2 LTS-STREET LIGHTING 0.3 11 CERTIFICATE OF COMPLIANCE (Page 3 of 4) LTG -1C PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING DATE 11/11/15 brtded Waft MANDATORY LIGIHTM CONTROLS SCHEDULE AND HELD INSPECTION ENERGY CHECKLIST B C Fill In controls for all spaces: a) area controls, b) multi-level controls, c) manual dayNhting controls for daylit areas > 250sq.ft, automatic daylighting controls for daylit areas > 2,500 sq.ft, d) shut-off controls, e) display lighting controls, 0 tailored lighting controls- general lighting controlled separately from display, ornamental and display case lighting, and g) demand responsive automatic controls for retail stores > 50,000 sq.ft, in accordance with Section 131. Field inspeow ❑ Mandatory t Controls- Field InspectionEner CheCkM CERTHCATE OF ACCEPTANCE, L0T--2A and LT04A (Retain a copy and verify form is completed and signed.) Heid InspeoW❑ 8A � Type/Description Z o Location in Building Fide Inepector2 a 2 WALL OCCUPANCY SENSOR 5 1 INDIVIDUAL ROOMS ❑ ❑ O CEILING OCCUPANCY SENSOR 9 INDIVIDUAL ROOMS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ID ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11 11 ❑ 11 13 10 13- 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 10 M� LL ❑ ❑ 1111131 far. Z 0 >= ❑ 11110 EMMONS =J V♦ SPECIAL FEATURES INSPECTION CHECKLIST see Pae 2 of 4 of LTG -1C) .NEW.. ■ LTJ The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. C) MO W Date 11/11/15 Scale AS NOTED Drawn DMC/SDS Job No. 2153314 Sheet E0.,2 Of 5 Sheets Field I tor's Notes or Dber ancien 2008 Nonresldentlal Compllance Fonn CERTIFICATE OF COMPLIANCE (SHEET 1 of 1) (Page 2 of 4) LTG -1C PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING °ATE 11/11/15 brtded Waft INDOOR LK*frM SCHEDULE AND FIELD INSPECTION ENERGY CHECKLIST B C INSTALLATION CE TIHCATE, LTG-"= (Retain a copy and verify form is completed and signed.) Field inspeow ❑ a CERTHCATE OF ACCEPTANCE, L0T--2A and LT04A (Retain a copy and verify form is completed and signed.) Heid InspeoW❑ Complete Luminaire Description (i.e.; 3 LAMP FLUORESCENT TROFFER, F32T8, ONE DIMMABLE ELECTRONIC BALLAST) GENERAL INFORMATION A separate Lighting Schedule must be filed out for Conditioned and Unconditioned spaces. Installed lighting power listed on this Lighting Schedule is for [ErCONDITIONED SPACES []UNCONDITIONED SPACES ow w ge roeF1 Ined []The actual indoor lighting power listed below includes all installed permanent and portable lighting systems In accordance with section 146(o). y 5 ❑Jy far Offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the calculation of actual indoor lighting power density In accordance with the Exception to section 146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. CFC Accad4lg Dek�ault two I_M NAB d or e L pansira sche4fe Niro*. LWn;A Sakew rtsf lad Wolfe CONDITIONED SPACES ❑ UNCONDITIONED SPACES A B C D 8 F a H 0 ❑ ❑ ow wo ge roe o Complete Luminaire Description CFC Aocordhg le 0 $ Type (i.e,; 3 LAMP FLUORESCENT TROFFER, F32T8, ONE DIMMABLE ELECTRONIC BALLAST) � � D°�, � t E E � NAB dors z'9 �3 Field bapectarZ 2 ,a a Al 2LP FLUORESCENT TROFFER 54 Ef 1 ❑ 10 540 '❑ ❑ A2 2LP FLUORESCENT PENDANT 54 Ef ❑ 5 270 ❑ ❑ 61 E FLUORESCENT DOWNLIGHT 21 Ef ❑ 4 84 ❑ ❑ B2 N FLUORESCENT DOWNLIGHT TO MATCH EXISTING B1 21 1 9 ❑ 15 315 ❑ ❑ C1 2LP FLUORESCENT STRIP 54 ❑ 2 108 ❑ ❑ C2 2LP FLUORESCENT WRAPAROUND 54 ❑ 4 216 ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NBTAUM WATT8 PAW TOTAL 1 533 e•.e Bt1LDM0 TOTAL NIMM OF PALM 1 IWAUM WATTS BLIILDM TOTAU 1 533 M� LL ENTER INTO LTG -1C PAGE 4 OF 4 A separate Lighting Schedule must be filled out for Conditioned and Unconditioned spaces. Installed lighting power Ilsted on this Lighting Schedule is for [] CONDITIONED SPACES [RrUNCONDITIONED SPACES �ATuRE L.u*141 * 8do" awak L.mp., Sam" brtded Waft A B C D' a F a H Type Complete Luminaire Description (i.e.; 3 LAMP FLUORESCENT TROFFER, F32T8, ONE DIMMABLE ELECTRONIC BALLAST) GENERAL INFORMATION m&t :g•E 3 3 ow w ge roeF1 Ined 3s ; .E z y 5 d Inspectar2 CFC Accad4lg Dek�ault two I_M NAB d or e 11 '8 0- CONDITIONED SPACES ❑ UNCONDITIONED SPACES 2,771.2 WATTS PHAGE OF CON07RUCTION ❑ NEW CONSTRUCTION 0 ❑ ❑ EfALTERA110N LET IOD OF LJQIHiM C OMMANCE ❑ COMPLETE BUILDING 0 ❑ [] TAILORED TOTALS- Enter into Area Category Method- Part A (table above) ESSlo ❑ ❑ a ❑ ❑ O sj CTR�GP 9FOF CALF RENEWAL DATE 9-30-16 ❑ ❑ (916) 344-4878 ❑ ❑ ❑ AF ift Vop ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PWALLM WATT8 PAW TWAU B111m4L0 TOTAL mu)m OF PAaw MTAUM WATTS REDM =AU ,O J r) wouage moa De aeterminea accrorang to xctwn i.w to ana el. wattage 911011 De rating OT ngnt nxtixe, not rating or ramp. ENTER INTO LTG -1C PAGE 4 OF 4 2) If Fall than deserbe on Page 2 of the Inspection Checklist Form and take opampriate action to correct. Verify building plans If neeesearlt July 2010 2008 Nonresidential Compllance Form duly 21010 2008 Nonresldentlal Compliance Form INDOOR LIGHTING POWER ALLOWANCE LTG -3C PROJECT NAMEGRIDLEYFARM LABOR HOUSING ADMINISTRATION BUIDLING °ATE 11/11/15 ALLOWED LIGI-ITWG POWER (Area Cat Method- Concltioned) A separate LTG 3C must be filed out for Conditioned and Unconditioned spaces. Indoor Lighting Power Allowances listed on this Page are only for. [jf CONDITIONED SPACES ❑ UNCONDITIONED SPACES CERTIFICATE OF COMPLIANCE �ATuRE (Page 1 of 4) LTG -1C PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING ADDRESS. 5710 GARFIELD AVE, STE C DATE 11/11/15 PROJECT ADDRESS 850 E. GRIDLEY RD,' GRIDLEY, CA PHONEi (916)344-4878 LTG -4 ZONE ZONE 1^� BUILDING CONDITIONED FLOOR AREA 2,572.8 SQ. FT BUILDING UNCONDITIONED FLOOR AREA N/A 194.7 GENERAL INFORMATION 84.2 432.6 Bl!LMMTYPE PfNONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL ❑ SCHOOLS ❑ RELOCATABLE PUBLIC SCHOOL CONDITIONED SPACES ❑ UNCONDITIONED SPACES 2,771.2 WATTS PHAGE OF CON07RUCTION ❑ NEW CONSTRUCTION ❑ ADDITION EfALTERA110N LET IOD OF LJQIHiM C OMMANCE ❑ COMPLETE BUILDING [AREA CATEGORY [] TAILORED Doc iulmentation Auf es Declaration Statement • I Certify that this Certificate of Compliance documentation is rat n � e e. NAME: DAVID M. CHASE ATURE COMPANY: CHASE ELECTRICAL ENGINEERING ATE 11111115 ADDRESS: 5710 GARFIELD AVE, STE C ' aTY7sTATE/ZIP SACRAMENTO, CA, 95841 PHONE; (916)344-4878 Prl Des er's Declaration Statement • I am eligible under the provisions of Division 3 of the California Business and Professions Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on the Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans, and specifications submitted to the-onforcement-ag r Val with this building permit application. NAME: DAVID M. CHASE �ATuRE COMPANY: CHASE ELECTRICAL ENGINEERING DATE 11/11/15 ADDRESS. 5710 GARFIELD AVE, STE C LICENSE f. E—'9532 57y sTATE/Zlp SACRAMENTO, CA, 95841 PHONEi (916)344-4878 LIGHTING MANDATORY MEASURES Rr Indicate location on plana of Note Block for Mandatory Measure EO.1 LIGHTiNG COMPLIANCE FORMS AND WORKSHEETS (check if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual ublished b the California Ener Commission. LTG -1C Pages 1 through 4 Certificate of Compliance. All Pages required on plans for Submittal 2C Lighting Controls Credit Worksheet. MLTG LTG -3C Indoor Lighting Power Allowance. LTG -4 Pages 1 through 4 Tailored Method Worksheet. LTG-5C Pa es 1 throw h 4 Llne Voltage Track Lighting Worksheet. 229.1 194.7 AREA CATEGORY METHOD - PART B Addticrtel Wattage Alowance (from Table W -F Pool Mas) A AREA CATEGORY METHOD - PART A C D E A B C AREA CATEGORY From Section 146 Table 148-F) WATTS AREA PER SQ.FT X (SQ.M - OFFICE 1.1 439.8 LOBBY 1.5 152.7 BREAK ROOM 1.1 177.0 COMMUNITY ROOM 1.4 962.0 MECHANICAL ROOM 0.7 120.3 STORAGE TOILET 0.6 1 1 721.0 J Sum of Additional Watts From Area Category Method- Part B (from table below) TOTALS 2.572.8 AREA D ALLOWED WATTS 483.8 229.1 194.7 1,346.8 84.2 432.6 Adjusted Installed Li tin Power 2271.2 WATTS AREA CATEGORY METHOD - PART B Addticrtel Wattage Alowance (from Table W -F Pool Mas) A B C D E F al Primary Function SOTT Additional Watts Per SQ.FT Allowed Wattage Allowance BxC Desqiption(s) and Quantity of Special Luminairez Types in each Primar Function Area Total Design Watfs ALLOWED WATTS Smaller of D or F Adjusted Installed Li tin Power _ WATTS - Complies if Installed & Allowed 1 Complies If Installed d Allowed 7466 LEONARD AVE Allowed Lighting Power ConditonedS� aces((from LTG -3C 2,771.2 WATTS Allowed Lighting Power I Unconditionedaces�frorrl LTG -3C) WATTS Required Acceptance Tests D This form is to be used by the designer and attached to the plans. Listed below Is the acceptance test for the lighting system, LTG -2A and LTG -3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code CompPliance. Iall the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 sectlon in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by twe of IwMinalm. Enforcement Agency Systems Acceptance. Before occupancy permit is granted for a newly constructed building or s ace or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance � u(rements. The LTG -2A and LTG -3A form is not considered a complee form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance form shall be submitted to the enforcement agency that certifies plans, specifications installation certificates, and operating and maintenance information meet the requirements of section 10-103(b) of the Title 24 Part 6. The field inspector must receive the properly filled out and signed forms (before the building Can receive final occupancy. A copy of the LTG -2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlad LTD -2A and 3A Controls and Sensors, and •' Automatic Dayfighting Controls Equipment Requiring Testing Description z' c Location Acceptance TOTALS- Enter into Area Category Method- Part A (table above) ESSlo 1) Additional watts available when allowed according to the footnotes on bottom of Table 146-F for chandelier or sconce; art, craft, assembly, or manufacturing specialized task work; precision commercial/lIndustrial work; or lab specialized task work. 2) Special luminaires are light fixtures described In the Table 146-F footnotes that are subject to an additional wattage allowance, ALLOWED LIGHTING POWER (Area Category Method- Unconditioned) A separate LTG -3C must be filled out for Conditioned and Unconditioned spaces. Indoor Lighting Power Allowances listed on this Page are only for. ❑ CONDITIONED SPACES [jrLINCONDITIONED SPACES AREA CATEGORY METHOD - PART A A B C D AREA CATEGORY From Section 146 Table 146-F) WATTS AREA ALLOWED PER SQ.FT X (SQ.M = WATTS Sum of Additional Watts From Area Category Method- Part B (from table below) TOTALS AREA WATTS NOTE: INSTALLING CONTRACTOR SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTING AND COMPLETE FORMS LTG -2A AND 3A AS REQUIRED BY THE STANDARD AND THE FIELD INSPECTOR. 2008 Nonresidential Compliance Form „lily 2010 2008 Nonresidential Compliance Form July 2010 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C®D - MPLIA D July 2010 CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG -10 PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING °ATE 11/11/15 Calc daled gotlng Power Cordoned and Uwartdtlonsd spat* Uohtty niud not be combinsd for ccovisrim kxkw LJphlnp Power for OwwWor" Mace fndclor LVft Power for tJ m"Wildonad > Installed Lightin (from Conditioned Schedule LTG -1C Page 2 1,533.0 WATTS Installed Lightin from Unconditioned Sche ule VG -11C Pae 2 WATTS Lighting Control Credit Conditioned Spaces (fromLTG-2 0.0 WATTS Lighting Control edit Unc ditioned aces (from L G-2 -WATTS Adjusted Installed Lighting Power 1 533.0 WATTS = r Adjusted Installed Li tin Power _ WATTS - Complies if Installed & Allowed 1 Complies If Installed d Allowed 7466 LEONARD AVE Allowed Lighting Power ConditonedS� aces((from LTG -3C 2,771.2 WATTS Allowed Lighting Power I Unconditionedaces�frorrl LTG -3C) WATTS Required Acceptance Tests D This form is to be used by the designer and attached to the plans. Listed below Is the acceptance test for the lighting system, LTG -2A and LTG -3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code CompPliance. Iall the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 sectlon in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by twe of IwMinalm. Enforcement Agency Systems Acceptance. Before occupancy permit is granted for a newly constructed building or s ace or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance � u(rements. The LTG -2A and LTG -3A form is not considered a complee form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance form shall be submitted to the enforcement agency that certifies plans, specifications installation certificates, and operating and maintenance information meet the requirements of section 10-103(b) of the Title 24 Part 6. The field inspector must receive the properly filled out and signed forms (before the building Can receive final occupancy. A copy of the LTG -2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlad LTD -2A and 3A Controls and Sensors, and •' Automatic Dayfighting Controls Equipment Requiring Testing Description z' c Location Acceptance ESSlo o,ovf �4,. ,gyp M • cy �� a w -953 O sj CTR�GP 9FOF CALF RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 Ap re ❑ REVISIONS BY MITCHELL ELECTRIC 7466 LEONARD AVE CITRUS HEIGHTS, CA (916) 725-1769 95610 CHASE ELECTRICAL ENGINEERING ESSlo o,ovf �4,. ,gyp M • cy �� C/) w -953 sj CTR�GP 9FOF CALF RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 Ap re AF ift Vop Clic ,O J 0., LLr � UJ J Z e•.e M� LL far. Z 0 >= UJ EMMONS =J V♦ .NEW.. ■ LTJ .tee C) MO W Date 11/11/15 Scale AS NOTED Drawn DMC/SDS Job No. 2153314 Sheet E0.,2 Of 5 Sheets CERTIFICATE OF COMPLIANCE (Page 3 of 4) OI_TG-1C PROJECT NAIVE GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING DATE 11/11/15 A. OUiDOOR UGFrrWG ZONE OUTDOOR LIGHTING ZONE: ❑ OLZ1 ❑ OLZ2 [] OLZ3 [OL24 Is the Outdoor Lighting Zone: ❑ Default in accordance with Section 10-114 -or- []Amended by JHA Complete the information below if the default Outdoor Lighting Zone has been amended by the local Jurisdiction Having Authority (JHA): ❑ The site is government designated park, recreation area, wildlife preserve, or portion thereof, and has bee designated as OLZ2 or OLZ3, In Table 10-114-A, because the site is contained within such a zone. ❑ The local Jurisdiction Having Authority has officially adopted a chane to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required in Section 10-114(d) to the Executive Director, ❑ The adopted change Is posted on the Energy Commission website. COMPLIANCE FIXTURE / LK JTWO CONTROL SC *EDUL.E and 19ELD F48MCMN CHECKLIST B. ADDRIONAL POWER ALLOWANCE FOR ORDWANCE REOUIREMENTS Are additional lighting power allowances for ordinances in Table 147-C used? ❑ Yes [-]No Complete the information below if additional lighting power allowances for ordinance requirements are used: ❑ The local Jurisdiction Having Authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change, ❑ The local Jurisdictlon Having Authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials r uired section 10-114(f) to the Executive Director. [ALTERATION G ACCEPTANCE FORMS- Required Acc tance Teats This f� oIs to be used by the designer and attached to the plans. Listed below is the acceptance test for the lighting system OLTG-2A The designer is required to check the acceptance tests and list all control devices serving the building or space sh ► be certified as meeting -tire Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test list the different lighting and the number of systems. The NA7 section In the Appendix of the Nonresidential Reference Appendices klanu@ describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. EQrms can be grouped by tWe of lu mm acre controlled Enforcement Axieney. Systems Acceptance. Before occupancy permit isgranted for a newly constructed building or space or when ever new lighting system with controls is installed In the building or space shall be certified as meeting the Acceptance Requirements. The OLTG-2A form Is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filed and signed. In addition, a Certificate of Acceptance form shall be submitted to the enforcement agency that certifies plans, specifications installation certificates, and operating and maintenance information meet the requirements of section 10-103(b) of the Title 24 Part 6. The field inspector must receive the properly filed out and signed forms before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire controls must be provided to the owner of the building for their records. Luminaires Controlled OLTG-2A' = 15 Outdoor lighting Equipment Requiring Testing Description Z c Location Acceptance Tests CER IMATE OF ACCEPTANIM OLTt3-2A(Retain a copy and verify form is completed and signed.) Allowed Watts Minimum of D or ENTRY DOOR 4 100 400 SA LED WALL LIGHTING FiXTURE Field kopeeW ❑ 95 Lu*Ake achsdkls stype, Lwr4^ BaissW + 0 WATTS knielled Wath Total Allowed Wattage Sum of Rows A through 95 WATTS A ® C D 1: IF a H 1 [3 Yes [] No i) Insert: = for Outdoor Notion Sensor, UZ for Outdoor Lighting Shutoff Controls; QP for Outdoor Photocontrol; AIS for Astronomical Time Switch; and = for Standard (non -astronomical) Time Switch acceptance. CERTIFICATE OF COMPLIANCE (Page 2 of 4) OLTG-IC PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING ADDRESS: 5710 GARFIELD AVE, STE C :1 DATE 11/11/15 1 COMPLIANCE FIXTURE / LK JTWO CONTROL SC *EDUL.E and 19ELD F48MCMN CHECKLIST GENERAL 94FORMAlI ON Additional Lighting Watts a Allowances for Ordinance Reguirements. Optional on plans. N9TALLATION CEFITIRCATE, OLTO-1-W8T(Retain a copy and verlfy form is completed and signed.) [ALTERATION 1 FkAd W ❑ Lumindre Watts per Quantity Luminaire CER IMATE OF ACCEPTANIM OLTt3-2A(Retain a copy and verify form is completed and signed.) Allowed Watts Minimum of D or ENTRY DOOR 4 100 400 SA LED WALL LIGHTING FiXTURE Field kopeeW ❑ 95 Lu*Ake achsdkls stype, Lwr4^ BaissW + 0 WATTS knielled Wath Total Allowed Wattage Sum of Rows A through 95 WATTS A ® C D 1: IF a H 1 [3 Yes [] No v s Complete Luminalre Descxiptioni o Type (Le.; 1 LAMP pole Top Shoe Box, 400 Watt Afetal Halide � '§E � 8.' $ 3 thwow wo tic '�` foul tooln NAB was ,, 01 a &g m I E d or a z-9 !c 3 Inapedors 0. T SA LED WALL LIGHTING FIXTURE NA 19 ❑ ❑ ❑ 5 95 111131 344-4878 ❑ ❑ ❑ ❑ ❑ Q ❑ D ❑ 01 Il D D D D [ ❑ D D D C3 ❑ ❑ D 11 ❑ ❑ 1 ❑ ❑ E3 ❑ ❑ ❑ ❑ D� ❑ D ❑ D cc Z Enter into OLTG-1C PAGE 4 OF 4, Row H IN rAU.ED WATT$ TCMAU 95 o �C CERTIFICATE OF COMPLIANCE (Page 1 of 4) OLTG-1C PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING ADDRESS: 5710 GARFIELD AVE, STE C DATE 11/11/15 PROJECT ADDRESS 850 E. GRIDLEY RD, GRIDLEY, CA PHONE: (916)344-4878 flumina! a Area: ? $Q. FT GENERAL 94FORMAlI ON Additional Lighting Watts a Allowances for Ordinance Reguirements. Optional on plans. PHAW OF CONITTI llJCllnaN [] NEW CONSTRUCTION [j ADDITION [ALTERATION I Certify that this Certificate of Compliance documentation is accurate and Calc nap%fe. ll NAME. DAVID M. CHASE SIGN COMPANY: CHASE ELECTRICAL ENGINEERING An 11/11/15 ADDRESS: 5710 GARFIELD AVE, STE C Description Location CITY/STATE/ZlP SACRAMENTO, CA, 95841 PHONE: (916)344-4878 Plrklc 's Declaration Statement • 1 am eligible under the provisions of Division 3 of the California Business and Professions Code to accept responsibility for the lighting +design, • This Certificate of Compliance Identifies the lighting features and performance specifications reoiutred for compliance with This 24, pages 1 and 6 1) Te of luminaire (i.e.: post top, wall pack, surface, shoe box); For non -incandescent luminaires, indicate nominal lamp wattage and lamp type of the Cdifomia Code of RegulotiWL ire.: fluorescent, metal halide, HiQ); ballast type (I.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. for , design features represented on the Certificate of Compliance aro consistent with than Information provided to document this design on the Incandescent luminaires, the luminalre wattage listed In column D shall be the maximum relamping rated wattage on a permanent factory- The label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Section 130 (d or e). other applicable compliance forms, worksheets, calculations, plans, and specifications submitted to the enforcement a epfor approval with 2) If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building pians If necessary.this budding permit application. �' EXEMPT LUM NAM P41d hepector O Name or Symbol Description of Exempt UJminalres in accordance with Section 147 MANDATORY CONTROLS I MW hepeew I7 CITY Description Location QTY Description Location C1TY/STATE/Z1P SACRAMENTO, CA, 95841 PHONE: (916)344-4878 OLTG-2C Pae 3 of 3 Additional Lighting Watts a Allowances for Ordinance Reguirements. Optional on plans. A B C D ® P 01 H 1 J Specific Application Wattage Number of Allowance Allowance Name or Specific Lighting Application Application Watts B x C Syrnbol Luminalre Type SPECIAL FEATURES DISPM11ON CF1lECICLIST see Page 2 of 4 of OLTG-1C The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a budding or design that otherwise complies based on the adequacy of the special justification and documentation submitted Field ins or's Notes or 8: 2008 Nonres/dentlal Compllance Form July 2010 2008 Nonresldentlol Compliance Form OUTDOOR LIGHTING WORKSHEET NAME: DAVID M. CHASE IGNATURE COMPANY: CHASE ELECTRICAL ENGINEERING DATE 11/11/15 ADDRESS: 5710 GARFIELD AVE, STE C UCENSE E� 9532 C1TY/STATE/Z1P SACRAMENTO, CA, 95841 PHONE: (916)344-4878 ET I certify that this Certificate of Compliance documentation Is accurate and complete, and accounts for all outdoor lightltng power, Including budding mounted pole mounted, as well as all other outdoor fighting designed for this site, and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the some area4 In accordance with Section 147 of the Standards. LKGIMWG MANDATORY MEASUIRES Rr Indicate location on plans of Note Block for Mandatory Measure E0. 1 110 RM ork 1-rING COMPLIANCE F AND WORKSHEETS (check if wsheet 1a Includsd) For detailed instructions an the use of this and all Energy Efficiency Standards compliance forms•, pl'eass refer to the Nonresidential Manual published by the California Energy Commission. [OLM,1C P es 1 through 4 Certificate of Compliance. All 4 Pagel re aired on plans for submittal, OLTG-2C, Page 1 of 3 Lighting Wattage Allowances for Ceneral Hordscape, Sales Frontage, or Ornamental Lighting. tional on ons. OLTG-2C, Page 2 of 3 Li 0ing Wattage Alowances for Ker ADplication or Per Pea. Optional on plans. OLTG-2C Pae 3 of 3 Additional Lighting Watts a Allowances for Ordinance Reguirements. Optional on plans. A B C D ® P 01 H July 2010 2008 Nonresidential Compliance Form 2008 Nonresidentlal Compliance Form arty 7010 CERTIFICATE OF COMPLIANCE (page 4 of 4) 0I,TG-1C (Page 2 of 3) OLTG-IC PROJECT NAME, GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING 7 DATE 11/11/15 D. SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER APPLICATION Lighting Power Allowance for General Hardscape from TG -?C P e 1 of 3 0 WATTS a A B C D ® P 01 H 1 J Specific Application Wattage Number of Allowance Allowance Name or Specific Lighting Application Application Watts B x C Syrnbol Luminalre Type Lumindre Watts per Quantity Luminaire Design Watts G x H Allowed Watts Minimum of D or ENTRY DOOR 4 100 400 SA LED WALL LIGHTING FiXTURE 5 19 95 95 Additional Lighting Power Allowance for dinance Requirements from OLTG-2C Page 3 of + 0 WATTS a Total Allowed Wattage Sum of Rows A through 95 WATTS H Total lnstalle Watts from L inalre Schedulai go=IC Pae 2 gf 4 95 WATTS Compal f kiat sled Wattape In row H is less then or equal to tae Total Afaw d Watlape In Row G [3 Yes [] No E-9532 ti OF CALIF RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE! C SACRAMENTO, CA. 95841 (916) 344-4878 LL 0 all • w LL w Enter Total into OLTG-1C, Page 4 of 4, Row D; Specific I- SPECIFIC APPLICATION L04TM WATTAGE ALLOWANCE PER AREA plication Wattage Allowance per Application: 95 A B C D 2- P O H i J Illuminated Specific Application Wattage Area of Allowance Allowance Name or Specific Lighting lication Application Watts per SQ. B x C Symbol Luminalre Type Luminaire Watts per Quantity Luminalre Design Watts G x H Allowed Watts Minimum of D or I Z O >=LU d UJ cc Z LJJ o �C U) ao Date 11/11/15 Scale AS NOTED Drawn DMC/SD8 Job No, 2153314 Sheet E0v3 Of 5 Sheets Enter total into OLTG-1C; Page 4 of 4; Row E, Specific Application Lighting Wattage Allowance Per Area 2008 Nonresidentlal Compliance Form arty 7010 CERTIFICATE OF COMPLIANCE (page 4 of 4) 0I,TG-1C PROJECT NAME GRIDLEY FARM LABOR HOUSING ADMINISTRATION BUIDLING DATE 11/11/15 ALLOWED AND WSTALJLE D OUTDOOR LIGHTING POWER lur3+a'Mfalppps Power mowanoe A Lighting Power Allowance for General Hardscape from TG -?C P e 1 of 3 0 WATTS a Specific Application Lighting Wattage Allowance per Unit Length from TG -2C Pae 1 of 3 + 95 WATTS C Specific Application Wattage Allowance for Ornamental Lighting from TG -2C Pae 1 of 3 + 0 WATTS 0 Specific Application Wattage Allowance per Application tram OLTG-2C Poe 2 of 3 + 0 WATTS E Specific Application Wattage Allowance per Area from TG -2C Page 2 of + 0 WATTS F Additional Lighting Power Allowance for dinance Requirements from OLTG-2C Page 3 of + 0 WATTS a Total Allowed Wattage Sum of Rows A through 95 WATTS H Total lnstalle Watts from L inalre Schedulai go=IC Pae 2 gf 4 95 WATTS Compal f kiat sled Wattape In row H is less then or equal to tae Total Afaw d Watlape In Row G [3 Yes [] No REVISIONS RY MITCHELL ELECTRIC 7466 LEONARD AVE CITRUS HEIGHTS, CA 95610 (916) 725-1769 CHASE ELECTRICAL ENGiINEERING ESSIo �Q�Of M • cy � E-9532 ti OF CALIF RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE! C SACRAMENTO, CA. 95841 (916) 344-4878 LL 0 all • w LL w Lij .rJJ Z LL Ina w Un cc Z O >=LU d UJ cc Z LJJ o �C U) ao Date 11/11/15 Scale AS NOTED Drawn DMC/SD8 Job No, 2153314 Sheet E0v3 Of 5 Sheets SCALE: 1/8" =1'-0" DESIGN BUILD CRITERIA 1 CONTRACTOR SHALL SUPPLY ALL DOCUMENTS REQUIRED BY THE COUNTY OF BUTTE TO PERMIT THE MECHANICAL, ELECTRICAL AND PLUMBING PORTION OF THIS WORK, INCLUDING BUT NOT NECESSARILY LIMITED TO: 1 -LINE DRAWINGS 41 FOR DOMESTIC HOT & COLD WATER AND FOR WASTE AND VENTING; ISOMETRIC DRAWINGS OF ALL WATER, SEWER AND VENT LINES; PANEL SCHEDULES AND •C) DIAGRAMS (EXISTING PANELS ARE TO BE USED) 2 THESE DRAWINGS ARE SCHEMATIC IN NATURE. ALL COMPONENT LOCATIONS ARE MEANT TO BE CODE COMPLIANT AND THE CONTRACTOR WILL VERIFY THAT COMPLIANCE. 3 REFERENCES TO THE MINI -SPLIT HVAC SYSTEMS ARE DIAGRAMMATIC. CONTRACTOR SHALL SIZE ALL NEEDED COMPONENTS FOR RESIDENT COMFORT. NO MORE THAN FOUR (4) AIR HANDLERS WILL BE ALLOWED PER CONDENSER. NO MORE THAN TWO CONDENSERS WILL BE ALLOWED MOUNTED O AT THE EXTERIOR WALLS OF EACH BUILDING UNLESS CAPACITIES DICTATE A GREATER NUMBER. 4 CONTRACTOR WILL SUBMIT ALL DRAWINGS AND SHOP DRAWINGS TO THE 4'-0" WALL MOUNTED FLUORESCENT FIXTURE ARCHITECT AND HOUSING AUTHORITY PRIOR TO SUBMITTING THIS WORK FOR MULTIPLE SWITCH PERMITTING. 5 SEE SPECIFICATION SHEET MPE 1.1 FOR REQUIRED QUALITIES AND CODE/STANDARD COMPLIANCE FOR ALL COMPONENTS. GENERAL NOTES A SEE FLOOR PLANS FOR A COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATIONS. SMOKE DETECTORS SHALL BE SERIALLY WIRED AND HAVE BATTERY BACK-UP B COORDINATE MECHANICAL AND ELECTRICAL REQUIREMENTS FOR ALL APPLIANCES REQUIRING BOTH ENERGY CONNECTIONS: RANGE, CLOTHES DRYER, WATER HEATER C ALL OUTLETS AT BEDROOMS TO BE ARC -FAULT INTERRUPT TYPE LEGEND CEILING MOUNT LED FIXTURE WALL MOUNT LED FIXTURE VENT FAN/ HEAT LAMP COMBINATION 41 CABLE/SATELITE HOOK UP WEATHER RESISTANT EXTERIOR OUTLET •C) GROUND FAULT CIRCUIT INTERRUPT OUTLET M DATA LINE SINGLE SWITCH 110 OUTLET 220 OUTLET . 4'-0" CEILING MOUNTED FLUORESCENT O FIXTURE ca tl . R 2 4 4'-0" WALL MOUNTED FLUORESCENT FIXTURE 3 MULTIPLE SWITCH O O p 11,11 1 `i Vit- c 00 •C) M 01� ca tl . R 2 4 0 00 •C) M 01� O O p on GENERAL NOTES SWEET NOTE 1. ABATEMENT— EXISTING LIGHTING FIXTURES MAY NEED � LIGHTING CONTROL CABINET— PROVIDE TO CONTROL ALL TO BE REMOVED DURING THE ABATEMENT PROCESS. EXTERIOR MOUNTED AND SITE LIGHTING FIXTURES. FIELD COORDINATE WITH ABATEMENT CONTRACTOR. VERIFY NUMBER OF CIRCUITS AND AMPACITY OF CIRCUITS TO BE CONTROLLED. AUTOMATIC CONTROLS ARE TO BE 2. CIRCUIT ROUTING SHOWN IS DIAGRAMMATIC, SHOWN ASTRONOMIC TIME CLOCK AND PHOTOCELL. FOR ASSOCIATION ONLY. EXISTING CONDUIT/ CONDUCTORS MY BE REUSED IF FOUND SUITABLE. 3. INSPECT ALL EXISTING FIXTURES TO REMAIN IN USE. CLEAN. REPLACE BALLASTS AS NEED, AN RELAMP. - I .. Val SA O E� O0 ROUTE ALL EXTERIOR MOUNTED LIGHTING , FURN2 UTILITY DAYLIT AREA CONTROL S ITCH FIXTURES (DOOR LIGHT) TO A COMMON ROOM b O JUNCTION BOX IN THE EQUIPMENT ROOM. bDL (C2).C2 3 — _ a o -- B2 B2 B2 g2 �— _ A- 3U STORAGE # 1 bDL FURNA ;E 1 MEN - - - C2 ROOM b bDL Al O f PEAK ROOM B2 ° O EQ. ROOM ° ° Pc O O " 0 acPCU )MENSC2ROMB2D C)3-- B22Ca _ COMMUNITY ROOM EM C1 I EIJ �O --- -- — b a B2 O O 3 X APNLA — --- ---1 I® -- ----- �= E�'►C/'CnC. O � 3 3 Li � v ca B2 81 B1 5 a b ��tl^ O B2 o O X a a A-3 HALLWAY a O a a Al Al >m Ex 61 o M — _ b a Bt B2 62 a aDL' M — — — — — — — — TYPICAL— ANY JUNCTION BOX SHALL BE aDL aDL O LOCATED ON ACCESSIBLE LOCATION(S). o MANAGFR'` ) mj Inc OFFICE #1 b b a aDL aDL . a _ b STOR F #2 aAftM O O O ( LOBBY B2 A M _ o _ O TYPICAL OF 2 O TYPICAL OF 3 I p1 q1 Al Al Al Ai H re IN ROW IN ROW — ' SA EXISTING PENANT MOUNTED FLUORESCENT EXTENT OF DAYLIT AREA— TYPICAL. LIGHTING FIXTURE TO BE MODIFIED TO VAULT CREATE (2), (1) 8' AND (1) 12. PROVIDE 0 I NEW MOUNTING STEM AS NEEDED. LIGHTING PLAN SCALE: 1/4" = 1'-0" PERMIT # bUTTE COUNTY DEVELOPMENT SERVICES REVI EWEi FOR O 0 OM PLIA CE Ds�IE_. �_l SY I r��sloNs �Y MITCHELL ELECTRIC 7466 LEONARD AVE ' clrRus HEIGHTS, CA 95s10 (916) 725-1769 CHASE ELECTRICAL ENGINEERING oQROF EssioN9� M . c w E-95 � � C TR���� \fir F of CA`1�o�� RENEWAL DATE 9-3D-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 Q LL. � Z �I A O a Lu Q Lu Q Q CLQ Date 11/11/15 Stole 1 /4"=1'-0" Drawn DMC/SDB Job No. 2153314 Sheet 2.1 Of 5 Sheets GENERAL NOTES SWEET NOTE 1. ABATEMENT— EXISTING LIGHTING FIXTURES MAY NEED � LIGHTING CONTROL CABINET— PROVIDE TO CONTROL ALL TO BE REMOVED DURING THE ABATEMENT PROCESS. EXTERIOR MOUNTED AND SITE LIGHTING FIXTURES. FIELD COORDINATE WITH ABATEMENT CONTRACTOR. VERIFY NUMBER OF CIRCUITS AND AMPACITY OF CIRCUITS TO BE CONTROLLED. AUTOMATIC CONTROLS ARE TO BE 2. CIRCUIT ROUTING SHOWN IS DIAGRAMMATIC, SHOWN ASTRONOMIC TIME CLOCK AND PHOTOCELL. FOR ASSOCIATION ONLY. EXISTING CONDUIT/ CONDUCTORS MY BE REUSED IF FOUND SUITABLE. 3. INSPECT ALL EXISTING FIXTURES TO REMAIN IN USE. CLEAN. REPLACE BALLASTS AS NEED, AN RELAMP. - I .. Val SA O E� O0 ROUTE ALL EXTERIOR MOUNTED LIGHTING , FURN2 UTILITY DAYLIT AREA CONTROL S ITCH FIXTURES (DOOR LIGHT) TO A COMMON ROOM b O JUNCTION BOX IN THE EQUIPMENT ROOM. bDL (C2).C2 3 — _ a o -- B2 B2 B2 g2 �— _ A- 3U STORAGE # 1 bDL FURNA ;E 1 MEN - - - C2 ROOM b bDL Al O f PEAK ROOM B2 ° O EQ. ROOM ° ° Pc O O " 0 acPCU )MENSC2ROMB2D C)3-- B22Ca _ COMMUNITY ROOM EM C1 I EIJ �O --- -- — b a B2 O O 3 X APNLA — --- ---1 I® -- ----- �= E�'►C/'CnC. O � 3 3 Li � v ca B2 81 B1 5 a b ��tl^ O B2 o O X a a A-3 HALLWAY a O a a Al Al >m Ex 61 o M — _ b a Bt B2 62 a aDL' M — — — — — — — — TYPICAL— ANY JUNCTION BOX SHALL BE aDL aDL O LOCATED ON ACCESSIBLE LOCATION(S). o MANAGFR'` ) mj Inc OFFICE #1 b b a aDL aDL . a _ b STOR F #2 aAftM O O O ( LOBBY B2 A M _ o _ O TYPICAL OF 2 O TYPICAL OF 3 I p1 q1 Al Al Al Ai H re IN ROW IN ROW — ' SA EXISTING PENANT MOUNTED FLUORESCENT EXTENT OF DAYLIT AREA— TYPICAL. LIGHTING FIXTURE TO BE MODIFIED TO VAULT CREATE (2), (1) 8' AND (1) 12. PROVIDE 0 I NEW MOUNTING STEM AS NEEDED. LIGHTING PLAN SCALE: 1/4" = 1'-0" PERMIT # bUTTE COUNTY DEVELOPMENT SERVICES REVI EWEi FOR O 0 OM PLIA CE Ds�IE_. �_l SY I r��sloNs �Y MITCHELL ELECTRIC 7466 LEONARD AVE ' clrRus HEIGHTS, CA 95s10 (916) 725-1769 CHASE ELECTRICAL ENGINEERING oQROF EssioN9� M . c w E-95 � � C TR���� \fir F of CA`1�o�� RENEWAL DATE 9-3D-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 Q LL. � Z �I A O a Lu Q Lu GENERAL NOTES RY SKEET NOTES 1. GENERAL DEMOLITION- SEE ARCHITECTURAL DEMOLITION DEMOLITION PLAN FOR ADDITIONAL. INFORMATION. D1 LOCATE HOMERUN TO EXISTING PANEL(S). CUT OFF AND PROVIDE JUNCTION BOX 2. SERVICE RELOCATION: AS NEEDED. A. DO NOT RELOCATE OR DISCONNECT BUILDING ELECTRICAL SERVICE UNTIL THE ABATEMENT D2 LOCATE EXISTING OUTLET(S) IF ANY. PROCESS HAS BEEN COMPLETED. 7466 LEONARD AVE CITRUS HEIGHTS, CA 95610 RELOCATE TO NEW LOCATION(S) AS CHASE ELECTRICAL SHOWN OR REMOVE COMPLETE. B. COORDINATE WITH PG&E FOR SERVICE ESS/04/l Q0�0 CONDUCTORS AND METER REMOVAL. INSPECT D3 EXISTING OUTLETS TO BE REMOVED METER EQUIPMENT FOR DAMAGE AND REPAIR COMPLETE. PROVIDE COVERS FOR ANY AS REQUIRED. OF CALF OPENING NOT ACCESSABLE TO BE 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 REMOVED. 3. ABATEMENT A. REMOVE ALL EQUIPMENT AND OUTLETS. if Aft TERMINATE ALL DISCONNECTED CONDUCTORS NEW/EXISTING IN A SAFE MANNER. ASSUMED EXISTING CIRCUIT REROUTE. FIELD VERIFY. INSPECT CONDUCTORS, B. PROVIDE GFCI OUTLETS FOR ABATEMENT CONDUITS, ETC. REPAIR OR REPLACE CONTRACTOR USE. COODINATE LOCATION(S) AS NEEDED. WITH CONTRACTOR. 0 U. OUTLET FOR MICROWAVE. COORDINATE 4. TELEPHONE/DATA MOUNTING LOCATION AND HEIGHT WITH A. DURING DEMOLITION, LOCATE MAIN LINE INTO .i..r CABINET MAKER/INSTALLER(S). BUILDING AND PROTECT FROM DAMAGE. � R M in �j TELEPHONE AND DATA TERMINAL BOARDS. B. FOR NEW OUTLET LOCATIONS- COORDINATE Lij COORDINATE SIZE REQUIREMENT WITH I.T. ALL REQUIRED LOCATIONS WITH I.T. STAFF. STAFF. PROVIDE 3/4' PLYWOOD, OUTLETS Cl) AT :12" AND #6 CU GND TO COLD PIPE 5. LOCATE ALL ABOVE CEILING J -BOXES IN OR PANEL ISOLATED GROUND BAR. ACCESSIBLE LOCATION(S). DATE. L -- By - POWER AND SIGNAL PLAN SCALE: 1/4' = 1'-0" REVISIONS RY MITCHELL ELECTRIC 7466 LEONARD AVE CITRUS HEIGHTS, CA 95610 (916) 725-1769 CHASE ELECTRICAL ENGINEERING ESS/04/l Q0�0 � a o �.► E-95 - OF CALF RENEWAL DATE 9-30-16 5710 GARFIELD AVE. SUITE C SACRAMENTO, CA. 95841 (916) 344-4878 MUM if Aft EmEft uj 0 U. Z .i..r c � R M in CZ 0 Lij ccQ Cl) c) 00 Date 11/11/15 Scale 1/4"=1'-0" Drawn DMC/SDB Job No. 2153314 Sheet E2m2 Of 5 Sheets Unit Type E 10 . Unit 9 Mmgmm SCALE: 1/8" =1'-0" 0 wp SCALE: 1/8" =1'-0" Unit Type Ga, Gs SIM. $ x ,..... . SCALE: 1/8" -1'-0" Unit Type I-Ia Hs SIM. M 7 r Unit 5 WORM SCALE: 1/8" =1'-0" in O f-jD =N USP See Sheet A610For Reflected Ceffing Plan DESIGN BUILD CRITERIA 1 CONTRACTOR SHALL SUPPLY ALL DOCUMENTS REQUIRED BY THE COUNTY OF I BUTTE TO PERMIT THE MECHANICAL, ELECTRICAL AND PLUMBING PORTION OF THIS WORK, INCLUDING BUT NOT NECESSARILY LIMITED TO: 1 -LINE DRAWINGS — FOR DOMESTIC HOT & COLD WATER AND FOR WASTE AND VENTING; ISOMETRIC b \ Q ! DRAWINGS OF ALL WATER, SEWER AND VENT LINES; PANEL SCHEDULES AND _ DIAGRAMS (EXISTING PANELS ARE TO BE USED) 2 THESE DRAWINGS ARE SCHEMATIC IN NATURE, ALL COMPONENT LOCATIONS ARE MEANT TO BE CODE COMPLIANT AND THE CONTRACTOR WILL VERIFY THAT SCALE: 1/8'.'= 1'-0" COMPLIANCE. 3 REFERENCES TO THE MINI -SPLIT HVAC SYSTEMS ARE DIAGRAMMATIC. CONTRACTOR SHALL SIZE ALL NEEDED COMPONENTS FOR RESIDENT COMFORT. NO MORE THAN FOUR (4) AIR HANDLERS WILL BE ALLOWED PER CONDENSER. NO MORE THAN TWO CONDENSERS WILL BE ALLOWED MOUNTED O AT THE EXTERIOR WALLS OF EACH BUILDING UNLESS CAPACITIES DICTATE A GREATER NUMBER. 4 CONTRACTOR WILL SUBMIT ALL DRAWINGS AND SHOP DRAWINGS TO THE ARCHITECT AND HOUSING AUTHORITY PRIOR TO SUBMITTING THIS WORK FOR PERMITTING. 5 SEE SPECIFICATION SHEET MPE 1.1 FOR REQUIRED QUALITIES AND CODE/STANDARD COMPLIANCE FOR ALL COMPONENTS. GENERAL NOTES A SEE FLOOR PLANS FOR A COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATIONS. SMOKE DETECTORS SHALL BE SERIALLY O WIRED AND HAVE BATTERY BACK-UP B COORDINATE MECHANICAL AND ELECTRICAL REQUIREMENTS FOR ALL • r' APPLIANCES REQUIRING BOTH ENERGY CONNECTIONS: RANGE, CLOTHES U DRYER, WATER HEATER C ALL OUTLETS AT BEDROOMS TO BE ARC -FAULT INTERRUPT TYPE LEGEND ADMINISTRATION B 1 ` CEILING MOUNT LED FIXTURE I WALL MOUNT LED FIXTURE VENT FAN/ HEAT LAMP COMBINATION — CABLE/SATELITE HOOK UP b \ Q ! WEATHER RESISTANT EXTERIOR OUTLET _ xx r GROUND FAULT CIRCUIT INTERRUPT OUTLET SCALE: =1-0 SCALE: 1/8'.'= 1'-0" DATA LINE SINGLE SWITCH 110 OUTLET 220 OUTLET 4'-0" CEILING MOUNTED FLUORESCENT O FIXTURE 4'-0" WALL MOUNTED FLUORESCENT FIXTURE MULTIPLE SWITCH t ADMINISTRATION B 1 ` DING I �y b \ Q ! _ xx r SCALE: =1-0 SCALE: 1/8'.'= 1'-0" w :1/8" t I 4-a O xx � •'� �� c' iii �., L i ` ' w N �F A I 4-a O � i N 1� O M • r' c U N U Ce �F A I 3 i 1� 3 h Ce H W U (� C041 co u A £ j DATE 12/31/2013 DRAWN BY PB OB 10010 J PERMIT # SHEET .._ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR pan COD LIA w E �OIVIP� DATE a 2 i A8 �lk/0 30NVi�ldNOO 9083"a . S30IA8391N3WdOl3A30 A W00 311(18 ,s e GrOOT not #.LIWti3d d - Act, 9T(A C I 00 E �gg F : u ti L a - : 3 Y : �+,4 f CD 00 54 i i -�` � � X04 t' I; I: f< s 6M4 cx9 { In 44 } x_ Vq9 y. i (f�R ��: � % ~ ... '++R... I .. .. i o!!D. �uR T x'r, P l: :9 iN ..:' H _ :.. .. -A # S d .I 4I � �I x .. � � .. CU -2 BUILDING ENERGY ANALYSIS REPORT PROJECT: A & A Duplex Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBAImd JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037A(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. Ene Pro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T13:58.25 ID: 212037A(o PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date A & A Duplex Gridley Farm Labor Housing ❑ Multi Family 0 Existing+'Addition/Alteration 411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2 r North East South West Space Heating 85.29 35.19 50.09 35.07 50.21 34.94 50.34 35.33 49.95 Space Cooling 98.93 37.93 61.00 40.00 58.92 38.56 60.37 40.00 58.93 Fans 20.71 9.58 11.13 10.06 10.66 9.72 . 10.99 10.04 10.67 Domestic Hot Water 39.05 18.83 20.22 18.83 20.22 18.83 20.22 18.83 20.22 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 243.97 101.53 142.44 103.96 140.01 102.05 141.92 104.20 139.77 Percent Better Than Standard: 58.4% 57.4% 56.2% 57.3 BUILDING COMPLIES - NO ITERS VERIFICATION REQUIRED Fenestration Building Front Orientation: Alf Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2.00 (N) 458 40 Fuel Available at Site: Natural Gas (E) 419 40 Raised Floor Area: o (S) 443 67 Slab on Grade Area: 1,588 (W) 419 40 Average Ceiling Height: 9.0 Roof 1,568 1 Fenestration Average U -Factor: 0.33 TOTAL: 188 Average SHGC: 0.24 Fenestration/CFA Ratio: ii.t7 REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed windows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-21s 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior; 2x4 Demising or Fill in = R-13; Existing insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emiltance = 0.83. 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER(R-6.0 Ducts). 5. New/Altered windows/doors. Milgard SuncoatMaxx/Argon/Edgegard, HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors= 0.40/0.35; ODL or Equal for SunTube = 0.43/0.28 STATEMENT OF COMPLIANCE FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades This certificate of compliance lists the building features and specifications needed Front (N) 48.0 1.280 to comply with Title 24, Parts i the Administrative Regulations and Part 6 the Removed Efficiency Standards of the California Code of Regulations. 0.21 none none Bug Screen The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Laguna Way Jennifer Ferris Wy,4�4/12/2013 Address .3713 Name City/State/ZipCity/State/Zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 710 121h Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date LEn=ePro 5.1 b Ene Soft User Number 3119 RunCode: 2013-04-12T13:58:25 1D: 212037A(M Page 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name A & A Duplex Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 411212013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,588 Addition 0 # of Stones 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features (see Part 2 of 5) Status Wall Solid Unit Masonry None 1,183 Ext=R-6.5/nt=R-13.0 Altered Wall Wood Framed R-13 45 New Wall Wood Framed R-13 284 New Door Opaque Door None 40 Altered Roof Wood Framed Rafter Filled 1,587 Coot Roof Altered Slab Unheated Slab -on -Grade None 1,588 Perim = 199' Existing 0.102 R-13 Overhanq Left Fin Ri hi Fin Len H t LEA REA Dist Len N t Dist Len H t 90 90 New 4.3.1-A3 Left UnitA Wall 129 0.093 None 6.5 FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 48.0 1.280 0.80 none none Bug Screen Removed Front (N) 40.0 0.310 0.21 none none Bug Screen New Left (E) 40.0 0.310 0.21 none none Bug Screen Altered Left (E) 18.7 1.280 0.80 none none Bug Screen Removed Rear (S) 37.4 1.260 0.80 none none Bug Screen Removed Rear (S) 40.0 0.400 0.35 none none Bug Screen New Rear (S) 26.6 0.310 0.21 none none Bug Screen New Rear (S) 40.0 1.250 0.80 none none Bug Screen Removed Skylight 0.6 0.430 0.28 none none None New Right (1M 18.7 1.280 0.80 none none Bug Screen Removed Right (W) 40.0 0.310 0.21 none none Bug Screen Altered HVAC SYSTEMS Ot . Heating Min. Eft Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 0.102 R-13 Ducts Tested? Status 0 90 New 4.3.1-A3 Right Unit A HVAC DISTRIBUTION - - Location Heating Duct Cooling Duct Location R -Value Status Left Unit A Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Right Unit A Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Area U -Factor SHGC Azm Status I Glazing Type Location/Comments WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 instant Gas 0 0.92 No Pipe Insulation Altered 1 Instant Gas 0 0.92 No Pipe Insulation Altered 0.21 NFRC 0 New NFRC Dual tow -E2 OP Left UnitA 3 Window 24.0 0.310 NFRC 0.21 NFRC EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12713:58:25 ID: 212037A(R) Page 3 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 : -IR Project Name A & A Duplex Gridley Farm Labor Housing Project Address 850 E. Gridley Road Gridley Building Type CEJ Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,588 0 Date 1411212013 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes P No HERS Measures -- if Yes, A CF -413 must be provided per Part 2 of 5 of this form. EI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (fig) Features see Part 2 of 5 Status Surface Type Area U- Insulation Joint Appendix Factor Ca-V-1ty7 Exterior Frame I Interior Frame Azm I Tilt Status 1 4 Location/Comments Walt 205 0.093 None 6.5 None 113.0 Wood 01 90 Altered 4.3.6-F3 E=4.3.5-89 Left Unit A Wall 4 0.102 R-13 Azm Status Glazing Type Location/Comments 180 New NFRC Dual Low -E2 DR Right Unit A 180 Removed Single Meta! Door 1/2 lite Right Unit A 270 Removed Single Metal Default OP Right Unit A 270 Altered NFRC Dual Low -E2 OP Right UnitA Single Metal Default OP pre -altered for above 270 Altered NFRC Dual Low -E2 OP Right Unit A Single Metal Default OP pre -altered for above 0 New ODL Solartube Skylight Right Unit A i 01 90 New 4.3.? -A3 Left UnitA Wall 243 0.093 None 6.5 None 13.0 FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Skylight 0.6 0.430 0.28 none none None New 901 90 New 4.3.1-A3 Left Unit A Wall 43 0.102 R-13 Overhanq Left Fin Ri hi Fin Len H t LEA REA Dist Len N t Dist Len H t 90 90 New 4.3.1-A3 Left UnitA Wall 129 0.093 None 6.5 lNone 13.0 Wood 180 90 Altered 4.3.6-173 E=4.3.5 -B9 Left Unit A Wall 40 0.530 None 180 90 Remove 4.3,5-89 Left UnitA Watt 60 0.102 R-13 HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min: Eff Thermostat Status Wall 40 0.102 R-13 Totals 01 01 1,588 0 270 90 New 4.3.1-A3 Left Unit A Wal! HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit A Door 20 0.500 None pre -altered for above Fan Wall Fumace WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 793 0.052 Filled Altered 0 22 Altered 4.2.2-A21 (E=4.2.2 -A21 Left UnitA Slab 794 0.730 None EnergyPro 5.1 by EnergySoft User Number. • 3119 RunCode: 2013.04-12713:58:25 iD: 212037A(R) Page 4 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Protect Name A & A Duplex Gridley Farm Labor Housing Building Type 10 Single Family 0 Addition Alone ❑ Multi Family G3 Existing+ Addition/Alteration Date 411212013 OPAQUE SURFACE DETAILS The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. Surface Type Area U- Insulation Joint Appendix Factor Ca-V-1ty7 Exterior Frame I Interior Frame Azm I Tilt Status 1 4 Location/Comments Walt 205 0.093 None 6.5 None 113.0 Wood 01 90 Altered 4.3.6-F3 E=4.3.5-89 Left Unit A Wall 4 0.102 R-13 Azm Status Glazing Type Location/Comments 180 New NFRC Dual Low -E2 DR Right Unit A 180 Removed Single Meta! Door 1/2 lite Right Unit A 270 Removed Single Metal Default OP Right Unit A 270 Altered NFRC Dual Low -E2 OP Right UnitA Single Metal Default OP pre -altered for above 270 Altered NFRC Dual Low -E2 OP Right Unit A Single Metal Default OP pre -altered for above 0 New ODL Solartube Skylight Right Unit A i 01 90 New 4.3.? -A3 Left UnitA Wall 243 0.093 None 6.5 None 13.0 Wood .901 90 Altered 4.3.6-F3 E=4.3.5-89 Left Unit A Wall 1 19 0.102 R-13 901 90 New 4.3.1-A3 Left Unit A Wall 43 0.102 R-13 Overhanq Left Fin Ri hi Fin Len H t LEA REA Dist Len N t Dist Len H t 90 90 New 4.3.1-A3 Left UnitA Wall 129 0.093 None 6.5 lNone 13.0 Wood 180 90 Altered 4.3.6-173 E=4.3.5 -B9 Left Unit A Wall 40 0.530 None 180 90 Remove 4.3,5-89 Left UnitA Watt 60 0.102 R-13 Ene Pro 5.? by EnergySoft User Number. 3119 RunCode: 2013-04-12713:58:25 iD: 212037A(R) Page 8 of 15 180 90 New 4.3.1-A3 Left Unit A Wall 40 0.102 R-13 Totals 01 01 1,588 0 270 90 New 4.3.1-A3 Left Unit A Wal! 1 15 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit A Door 20 0.500 None pre -altered for above Fan Wall Fumace 2701 90 Altered 4.5.1-A4 (E=4.5.1 -A4) Left UnitA Roof 793 0.052 Filled Altered 0 22 Altered 4.2.2-A21 (E=4.2.2 -A21 Left UnitA Slab 794 0.730 None 0 180 Existin 4.4.7-A? Left UnitA Wal! 205 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5-89 Right Unit A Wall 4 0.102 R-13 Ducts Tested? Status 0 90 New 4.3.1-A3 Right Unit A Wal! 40 6.1021'T? -13 Right UnitA Ducted Ducted Attic, Ceiling Ins, vented 6.0 90 90 New 4.3.1-A3 Right Unit A FENESTRATION SURFACE DETAILS ❑ ID Type Area U -Factor SHGC Azm Status I Glazing Type Location/Comments 1 Window 24.0 1.280 Default 0.80 Default 0 Removed Single Metal Default OP Left Unit A 2 Window 20.0 0.310 NFRC 0.21 NFRC 0 New NFRC Dual tow -E2 OP Left UnitA 3 Window 24.0 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP Left Unit A 4 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 5 jWndow 16.01 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP Left Unit A 6 Existing 1.280 Default 0.80 Default I Single Metal Default OP pre -altered for above 7 Window 18.7 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Left Unit A 8 Window 18.7 1.280 Default 0.80 Default 180 Removed Single Metal Default OP Left Unit A 9 Window 20.0 0.400 NFRC 0.35 NFRC 180 New NFRC Dual Low -E2 DR Left Unit A 10 Window 13.3 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Left Unit A 11 Window 20.0 1.250 Default 0.80 Default 180 Removed Single Metal Door 1/2 lite Left Unit A 12 Skylight 0.6 0.430 NFRC 0.28 NFRC 0 New ODL Sclartube Skylight Left UnitA 13 Window 24.0 1.280 Default 0.80 Default 0 Removed Single Metal Default OP Right Unit A 14 Wndow 20.0 0.310 NFRC 0.21 NFRC 0 New NFRC Dual Low -E2 OP Right Unit A 15 Window 18.7 1.280 Default 0.80 Default 180 Removed Single Metal Default OP I Right Unit A 16 114findow 1 13.31 0.310 NFRC I 0.21 NFRC 1 180 New NFRC Dual Low -E2 OP Right Unit A (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-8 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Wit Wd Overhang Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len H t ? Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 RunCode: 2013-04-12T13:58:25 ID: 212037A(R) PaLe 9 of 15 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 None 1.00 13 Bug Screen 0.76 14 Bug Screen 0.76 15 lBug Screen 0.76 16 lBug Screen 1 0.76 V EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T13:58:25 iD: 212037A(R) Page 7 o 15 10 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name A & A Duplex Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition AloneDate ❑ Multi Family la Existing+ Addition/Alteration 411212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavil Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 15 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 89 Right UnItA Door 20 0.500 None 90 90 Altered 4.5.1-A4 E=4.5.1 -A4 Right Unit A Wall 129 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5-89 Ri h UnitA Wall 40 0.530 None 180 90 Remove 4.3.5-B9 Right Unit A Wall 60 0.102 R-13 180 90 New 4.3.1-A3 Right Unit A Wall 243 0.093 None 6.5 None 13.0 Wood 27090 Altered 4.3.6-F3 E=4.3.5-89 Right Unit A Wall 19 0.102R-13 270 90 New 4.3.1-A3 Right Unit A Wall 43 0.102 R-13 270 90 New 4.3.1-A3 -Right UnitA Roof 793 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A2 Right UnitA Slab 794 0.730 None 0 180 Existing 4.4.7-A1 Right Unit A Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL/d has a U -Factor greater than the Vintage Defaults. Field verification is required The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance= 0.65, Emittance = 0.83 shall berated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. FENESTRATION SURFACE DETAILS 1D Type Area U --Factor' SHGC 17 Window 20.0 0.400 NFRC 0.35 1 NFRC 18 Window 20.0 1.250 Default 0.80 Default 19 Window 18.7 1.280 Default 0.80 Default 20 Window ?6.0 0.310 NFRC 0.21 NFRC 21 Existing xistin 1.280 Default 0.80 Default 22 Window 24.0 0.310 NFRC 0.21 NFRC 23 Existing 1.280 Default 0.80 Default 24 Skylight 0.6 0.430 NFRC 0.28 NFRC Azm Status Glazing Type Location/Comments 180 New NFRC Dual Low -E2 DR Right Unit A 180 Removed Single Meta! Door 1/2 lite Right Unit A 270 Removed Single Metal Default OP Right Unit A 270 Altered NFRC Dual Low -E2 OP Right UnitA Single Metal Default OP pre -altered for above 270 Altered NFRC Dual Low -E2 OP Right Unit A Single Metal Default OP pre -altered for above 0 New ODL Solartube Skylight Right Unit A i iu E C P) E X 'E °, 't3 rn f a� 41 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window ID Exterior Shade T e SHGC H t Wd 17 Bug Screen 0.76 18 1 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 Overhanq Left Fin Ri hi Fin Len H t LEA REA Dist Len N t Dist Len H t 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 None 1.00 Ene Pro 5.1 b Ene Soft User Number: 3119 RunCode: 2013-04-12T13:58:25 ID: 212037A R Page 5 of 15 W I --I Ene Pro 5.? by EnergySoft User Number. 3119 RunCode: 2013-04-12713:58:25 iD: 212037A(R) Page 8 of 15 M PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Namem A & A Duplex Gridley Farm Labor Housing Building Type Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1411212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL/d has a U -Factor greater than the Vintage Defaults. Field verification is required The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance= 0.65, Emittance = 0.83 shall berated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. cj � HERS REQUIRED VERIFICATION items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. iu E C P) E X 'E °, 't3 rn f a� 41 Ene Pro 5.1 b Ene Soft User Number: 3119 RunCode: 2013-04-12T13:58:25 ID: 212037A R Page 5 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name 7Building A & A Duplex Gridley Farm Labor Housing Type 10 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area(fell New Existina Altered Removed Volume Year Built Left Unit A Left Unit A 794 7,146 1970 Right Unit A Right Unit A 794 7,146 1970 4M I cj � iu E C P) E X 'E °, 't3 rn f a� 41 1 N W I --I P Q Totals 01 01 1,588 0 HVAC SYSTEMS System Name City. Heating Type Min. Eff, Cooling Type Min. Eff. Thermostat Type Status Left Unit A 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Fumace 65%AFUE Split Air Conditioner 13.0 SEER Setback Right Unit A 1 Split Heat Pump 7. t0 HSPF Split Heat Pump 13.0 SEER Setback Altered re -altered for above Fan Wali Fumace 65% AFUE S lit Alr Conditioner 13.0 SEER Setback HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Left Unit A Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ Right UnitA Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered re -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ Lj WATER HEATING SYSTEMS S stem Name Ot . Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe Insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal 0 1 Small Gas pre -altered for Above 1 40,0001 50 0.53 1 n/a n/a Noritz Gas instantaneous 1 llnstantGas No Plpe insulation 1 75,000 0 1 0.92 1 n/a I n/a Altered MULTI -FAMILY WATER HEATING DETAILS I HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c o .5 a ¢ - System Name Pipe Length Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried Ene Pro 5.1 b Ene Soft User Number., 3119 RunCode: 2013-04-12T13:58:25 ID: 212037A(R) PaLe 9 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES _....- - ..._ -. _..__._.-REVIEWED...EOR----..._... _ COD COMPLIANCE DA BY _ :% �- cC'i a cn 4c6 Lq 4Coo 4M I cj � iu E C P) E X 'E °, 't3 rn f a� 41 _ :% I U 1 N W I --I P Q Lj w Go V e ; DATE 05-13-201.3 DRAWN BY FEP JOB 10010 SHEET ® era CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name A & A Duplex Gridley Farm Labor Housing Building Type [Z Single Family ❑ Addition Alone ❑ Multi Family 2 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION ENGINEERING CHECKS System Name Zone Name New Floor Area ft I Existinn I Altered Removed Volume Year Built Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 954 8,782 450 297 Return Vented Lighting 0 Return Air Ducts 512 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 512 TOTAL SYSTEM LOAD 1 10,4021 450 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. Sensible Output perSystem 18,000 12,778 Total Output Stuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Btuh/s ft 22.7 581 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output Tons 1.5 581 Total Output Stuh/s ft 22.7 Totals 0 01 1,5881 0 HVAC SYSTEMS 13,344 System Name Q1 . Heating Type Min. Eff, Cooling Type Min. Elf. Thermostat Type Status Airflow cfm CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,663 3,811 10,632 1 10,632 Jan 1 AM Airflow (cfm/s ft) 1.51 Outside Air"/° 0.0% Airflow cfm/ron 800.0 Outside Air cfm/s ft) 0.00 HVAC DISTRIBUTION Total Adjusted System Output 12,663 3,811 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 24 OF 110�0_f Outside Air 0 cfm 70 OF 70 OF 110 OF 110 OF e i7 '� -r: _ Heating Coll Supply Fan ° 1,200 cfm 110 f ROOM � 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78/64°F 78 / 63 OF 69160 OF 69160 OF - Cooling Coil Supply Fan 69 160 OF 1,200 cfm 44.8% ROOM (' 78/63°F _ = I EnergyPro5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T13:58:25 /D: 212037A(R) Page 14 of 15 Page 15 of 15 WATER HEATING SYSTEMS - S stem Name Qty. Type Distribution Rated Input Btuh) Tank Cap. Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Existing Standard 50 gal 0 1 Small Gas pre -altered for Above 40,000 _LqalL 50 0.53 n/a n/a MULTi-FAMILY WATER HEATING DETAILS U) HYDRONIC HEATING SYSTEM PIPING Control DATE Hot Water Piping Length ft 0 ¢ System Name Pipe Len th Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried ❑ EnetgyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T13:58:25 1D: 212037A(R) Pae 10 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name A & A Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Left Unit A Building Envelope Measures: Floor Area 794 ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 954 8,782 450 297 Return Vented Lighting 0 Return Air Ducts 512 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 512 TOTAL SYSTEM LOAD 1 10,4021 450 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. Sensible Output perSystem 18,000 12,778 Total Output Stuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Btuh/s ft 22.7 581 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output Tons 1.5 581 Total Output Stuh/s ft 22.7 §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies Total Output s ft/Ton 529,3 13,344 Air System §150(k)5: Permanently installed night lights and night lights integral to a permanently Installed luminaire or exhaust fan shall contain Airflow cfm CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,663 3,811 10,632 1 10,632 Jan 1 AM Airflow (cfm/s ft) 1.51 Outside Air"/° 0.0% Airflow cfm/ron 800.0 Outside Air cfm/s ft) 0.00 Outside Air % 0.0 % Total Adjusted System Output 12,663 3,811 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfmis tt 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 24 OF 110�0_f Outside Air 0 cfm 70 OF 70 OF 110 OF 110 OF e i7 '� -r: _ Heating Coll Supply Fan ° 1,200 cfm 110 f ROOM � 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78/64°F 78 / 63 OF 69160 OF 69160 OF - Cooling Coil Supply Fan 69 160 OF 1,200 cfm 44.8% ROOM (' 78/63°F _ = I EnergyPro5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T13:58:25 /D: 212037A(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name A & A Duplex Gfidley Farm Labor Housing Date 1 4/12/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R CF -1 R -ADD , or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (") below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 1 16 a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the coot roofing material meets the requirements of §118(i) when the Installation of a Cool Roof Is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 1 50 b : Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. .§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation In raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge Insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permfinch and shall be protected from physical dama a and UV light deterioration. Fireplaces, Decdrative Gas Appliances and Gas Log Measures: 150 e f A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that Indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, sho:✓erheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pumpisolation valve and recirculation loop connection requirements of fill13(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculaied in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is Indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pliges are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydropic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(i)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Total Output s ft/Ton 529.3 EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T13:58:25 /D: 212037A(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name A & A Duplex Gridley Fart Labor Housing Project Name A & A Duplex Gridley Farm Labor Housing A & A Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Right Unit A 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL i81, UL 181 A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is Floor Area 794 ENGINEERING CHECKS sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may SYSTEM LOAD of the ducts. Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 954 8,782 450 297 Return Vented Lighting 0 Return Air Ducts 512 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 512 TOTAL SYSTEM LOAD 10,402 450 PEAK Heating System Sensible Output perSystem 18,000 12,778 Total Output (Btuh) 18,000 same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that Output Btuh/s ft 22.7 581 Cooling System 0 Output perSystem 18,000 0 Total Output Btuh) 18,000 -597 Total Output ons) 1.5 581 Total Output Btuhfs ft 22.7 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. Total Output s ft/Ton 529.3 13,344 Air System Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. CFM perSystem 1,200 HVAC EQUIPMENT SELECTION §150(k)5: Permanently installed night lights and night lights integral to a permanently Installed luminaire or exhaust fan shall contain Airflow cfm 1,200 Heat Pump 12,663 3,811 10,632 10,632 Jan 1 AM Alrf low cfm/s ft 1.51 -EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be Alrtlow cfm/Ton 800.0 sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently Installed Outside Air"/° 0.0% Total Adjusted System Output 12,6631 3,811 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfm/s ft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) P4 24 OF lio-0- Outside Air 0 cfm . 70 OF 4 70 OF 110 OF 110 OF JIM Heating Coil Supply Fan 110 OF 1,200 cfm Roots ! E 70 OF 4 - :1 COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Alr 0 cfm 78 / 64 °F 78 / 63 OF 69 / 60 OF 69 ! 60 OF Cooling Coil Supply Fan 1,200 cfm 44.8% 69160 °F ROOM 78 / 63 OF EnergyPm 5.1 by EnergySofi User Number: 3119 RunCode: 2013-04-12T13:58:25 1D: 212037A(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3)_ MF -1 R Project Name A & A Duplex Gridley Fart Labor Housing Date 4/12/2013 A & A Duplex Gridley Farm Labor Housing §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL i81, UL 181 A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. than 1000 square feet located on a residential site is not required to comply with §150 k 11. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)6: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that 150 m 10: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings, Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. luminaires used to comply with Exceptions to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shalt be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §I 14(b)3: Pools shall have directional Inlets that adequately mix the pool water, and'a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems orequipment meet the pump sizing, flow rate, elpin , filters, and valve requirements of 150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. §150(k)3: The wattage of permanenfly installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently Installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)(5: Lighting integral to exhaust fans in rooms other than kitchens shall meet the applicable requirements of §150(k). 4150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. -EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently Installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12713:58:25 iD. 212037A(R) Page 12 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date A & A Duplex Gridley Farm Labor Housing 1411212013 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a nc sensor. manual -on occupancy - §150(k)t 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently Installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumfunalre Is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally Illuminated address signs shall comply with Section 14B; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. 1 N EnergyPro5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T13:58:25 /D: 212037A(R) Page 13 of 15 PERMIT # - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C D COMf-LIANCE DA I _. r _. - f1Y_ lama Q T co 06 �� LO LO'4co LD -ID ID W c 6n co Es E o aaa 13 f� Q U f� U 1 N W� ry H P4 i® U) �{ Cal V DATE 05-13-2013 DRAWN BY FEP JOB 10010 SHEET PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1 R Project Name Building Type ®Single Family 13 Addition Alone Date B & B Duplex Gridley Farm Labor Housing 13 Multi Family m Existing+ Addition/Alteration 4/12/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require specie{ written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special 'ustification and documentation submitted. Compliance for al! orientations is specified, see section 15f (c) 2 of the Standards and section 7.fi.2 of the Residential Compliance Manual. The Existing Wali FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALt e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL Id has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing -Wall BWALL e/a has a U-Factorgreaterthan the Vintage Defaults. Field vert(cation is required. The Existing Wall FWALL e/a has a U-Factorgreaterthan the Vintage Defaults. Field verification is required. The Existing Wal! BWALL Id has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U-Factorgreaterthan the Vin Defaults. Defaults. Field verification !s required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emlttance = 0.83 shall berated and labeled by the Coo! Roof Rating Council in accordance with Section 10-913 of the standards. The Roof R -i9 Roof Attic CRRC Reflectance = 0.65, Emfttance = 0.83 shall berated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. New HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Roof Wood Framed Rafter Filled ?,482 Coo! Roof Altered BUILDING ENERGY ANALYSIS REPORT PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1R 0 Building Type � Single Family ❑Addition Alone Date r �' � Project Name Family m Existing+ Addition/Alteration 4/92/2013 ❑ Multi y uj cv B & B Duplex Gridley Farm Labor Housing Protect Address California Energy Climate Zone Total Cond. Floor Area Addition # of Stories ~�. 2 of 850 E. Gridley Road Gridley CA Climate Zone 11 1,666 984 1 '' r r D INSPECTION ENERGY CHECKLIST FIELD w� c a; �q1o�' CF -4R must be provided per Part 2 of 5 of this form.w ❑Yes ©No HERS Measures - If Yes, A p PROJECT: © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. u B w B & B Duplex Gridley Farm Labor Housing INSULATION Area Special 850 E. Gridley Road Construction Type Cavity(ft) Features (see Part 2 of 5) Status Gridley, CA Roof Wood Framed Attic R-19 184 Coot Roaf None 184 Perim = 54' New Slab Unheated Slab -on -Grade Project Designer: PBA/md JV 71012th Street r�_ Sacramento, CA 95814 , (916) 448-1901 FENESTRATION U- Exterior Orientation Area(ftz) Factor SHGC OverhangSidefins Shades Status Report Prepared by: Jennifer Ferris ERGY ACCURATE EN 3713 Laguna Way --. Sacramento, CA 95864 (916) 483-7313 QtACHeat HYSTEMS Min. Eff Coolin Min. Eff Thermostat Status Jab Number: Duct HVAC DISTRIBUTION 2120378(R) Location Heating Cooling Duct Location R -Value Status Date: 4/12/2013 WATER HEATING Qt . Type Gallons. Min. Eff Distribution Status ' The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. Pa e 5 of 15 RunCode: 2013 -04 -?2714:09:23 ID: 212037B(R) Ene Pro 5.1 6 Ene Soft User Number 3119 RunCode: 2013 -04 -?2714:09:23 !D: 2f2037B R Energ Pro 5.1 b EnergySoft User Number 31 f 9 RunCode: 2013-04-12714:09:23 !D: 2120378 R Page 4 of 15 Energ Pro 5.1 b Energy5oft User Number. 3119 i I i Part 5 of 5 CF -1 R Part 4 of 5)_ CF -1 R CERTIFICATE OF COMPLIANCE: Residential ( Alone } Date Residential ( Building Type O Single Family ❑ Addition Project Name ❑ Multi Family 0 Existing+ Addition/Alteration 4/1212013 Labor Housin 'die Farm Lab g 8 & B Duplex Gn y Z, I BUILDING ZONE INFORMATION Floor Area ft o S stem Name Zone Name New Existin Altered Removed Volume Year Built 741 6,891 1970 Left Unit B Left Unit Existing 736 Left Unit Addition 92 741 6,891 1970 Right Unit B Right Unit Existing 736 Right Unit Addition 92 r � `./ V 1 N W Totals 184 0 1,482 0 H HVAC SYSTEMS System Name Qty- Heating Type Min. Eff. Cooling T e Min. Eff. Thermostat T e - Status Left Unit 8 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback pre -altered for above Fan Wal! Furnace 65% AFUE Split Air Conditioner ?3.0 SEER Setback Altered Right Unit B 1 Split Heat Pum 7.70 HSPF Split Heat Pum 13.0 SEER Setback 9 re -altered for above Fan Wal! Furnace fi5% AFUE S lit Air Conditioner 13.0 SEER Setback Right Unit B HVAC DISTRIBUTION pact Ducts Location R -Value Tested? Status System Name Heatin Cooling Duct Locat 6 o O Altered Left Unit 8 Ducted Ducted Attic, Ceiling Ins, vented 4.2 ❑ pre -altered for above Ductless/with Fan Ducted Attic, CeiiingIns, vented 60 ❑ Altered Right Unif 8 Ducted Ducted Attic, Ceiling ins, vented 4.2 ❑ re -altered forabove Ductless /with Fan Ducted Attic, Ceiling ins, vented ❑ WATER HEATING SYSTEMS Ext. Rated Tank Energy Standby Tan Input Cap. Factor Loss or Insul. R- S stem Name aty. Type Distribution Btuh at or RE Pilot Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe Insulation 175,000 0 0.92 n/a n/a Altered re -altered forAbove 40,000 50 0.53 n/a n/a rc! 50 al o ? Small Gas A Existing Standa 9 000 0 0.92 n/a n/a Altered rT � No Pie insulation 175, it Noritz Gas Instantaneous J instant Gas p 1�"'1 MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING (� Hot Water Piping Length ft o Z v '� o Pipe Pipe Insul. r, ^ w` �N v� 103 24m3 Control of . HP Plenum Outside Buried Q S stem Name Len th Diameter Thick. Lj a -o�Q rr� to ❑ Go ❑ V Pa e 9 of 15 S Ene Pro 5.1 b Ener SoR User Number. 3119 RunCode. 2013.04.12714.09.23 ID: Ener Pro 5.1 b Ene Saft User Number: 3119 RunCode: 2013-04-?2T?4:09:23 1D: 212037BIR) DATE 05-13-201,3 - DRAWN BY FEP PERMIT # _ JOB 10010 _. BUTTE COON i Y DEVELOPMENT SERVICES -- - REVIEWED FR SHEET II CO® G41�PLIAiiIG DA BY r, PERFORMANCE CERTIFICATE: Residential (Part 3 of 5} CF -1 R P�aject Name Building Type � Single Family ❑Addition Alone Date 8 & B Duplex Gridley Farm Labor Housing ❑Multi Family ®Existing+ Addition/Alteration 4/12/2013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtU/ft2- r North East south West Space Heating 84.68 36.99 47.69 36.68 48.00 36.44 48.24 36.88 47.80 Space Cooling 68.73 28.65 40.08 32.28 36.45 29.47 39.26 32.67 36.06 Fans 14.61 7.48 7.13 8.30 6.31 7.66 6.95 8.38 6.23 Domestic Hot Water 37.59 18.31 19.28 18.31 19.28 18.31 19.28 18.31 19.28 Pumps o.00 o.co o.00 o.00 o.00 o.00 o.00 o.co o.00 Totals 205.6.= 91.43 114.18 95.56 if0.04 91.88 113.73 _ 96.24 ,109.37 Percent Better Than Standard: 55.5 % 53.5 % 55.3 % 53.2 gU1LD�N+.0 C011TIPt.4ES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: A!1 Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2•oQ (N) 567 s4 Fuel Available at Site: Natural Gas (E) 323 35 Raised Floor Area: 0 (S) 544 80 Slab on Grade Area: 1,666 (tM 323 35 Average Ceiling Height: 9.2 Roof 1,sss o Fenestration Average U -Factor: 0.33 TOTAL: 214 Avera a SHGC: 0.24 Fenestration/CFA Ratio: ?2.s REMARKS 1. Pre -1978 Default Assumptions were usedwhen calculating the existing house In 1.280 single pane metal framed wlndows/doors. 2. Existing Wal! U -Factor greater than vintage default note Is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 !s 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior,• 2x4 Demising or Fill in = R -J3; Existing insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83; Addition Attic R-19 with CRRC Roof 0.65/0.83 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Rei»gerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/ArgonJEdgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 ' STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY � ���� 4/12/2013 Address 3713 Laguna Way Namo Jennifer Ferris Cli /State2i Sacramento, CA 95864 phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business &Professions Code) Company PBA/md JV Address 7f0 12th Street Name Ms. Patricia Barnard CitylState/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date Ene Pro PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & B Duplex Gridley Farm Labor Housing Project Address 850 E. Gridley Road Gridley Building Type D Single Family ❑Addition Alone 13 Multi Family m Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,666 184 Date 1411212013 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ©No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft2j Features see Part 2 of 5) Status Wal! Solid Unit Masonry Norte 1,014 Ext=R-6.5 int=R-13.0 Altered Door Opaque Door None 40 Altered Wall Wood Framed R -f3 4 New Wall Solid Unit Masonry None 92 Int=R-?3.0 New Roof Wood Framed Rafter Filled ?,482 Coo! Roof Altered Slab Unheated Slab -on -Grade None 1,482 Perlin = 148' Existing Wal! Wood Framed R -J3 117 New Wall Solid Unit Masonry None 276 Ext=R-6.5 int=R-13.0 New FENESTRATION U- Exterior Orientation Area(ft2) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.2? none none Bug Screen Altered Left (E) 24.0 0.310 0.21 none none Bug Screen Altered Left (E) 13.3 1.280 0.80 Wane none Bug Screen Removed Left (E) 11.1 0.3?0 0.21 none none Bug Screen New Rear (S) 40.0 0.310 0.21 none nano Bug Screen Altered Rear (S) 40.0 0.400 0.35 none none Bug Screen New Right (V1� 13.3 1.280 0.80 none none Bug Screen Removed Right (WJ 11.1 0.310 0.2? none none Bug Screen New Right (tN) 24.0 0.310 0.2 f none none Bug Screen 5. i b Ener Soft User Number. 3?f 9 RunCode: 2013.04-12714:09:23 10: 2120378 R Pa e 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & B Duplex Gridley Farm Labor Housing Project Address 850 E. Gridley Road Gridley Building Type D Single Family ❑Addition Alone 13 Multi Family m Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,666 184 Date 1411212013 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ©No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft2j Features see Part 2 of 5) Status Wal! Solid Unit Masonry Norte 1,014 Ext=R-6.5 int=R-13.0 Altered Door Opaque Door None 40 Altered Wall Wood Framed R -f3 4 New Wall Solid Unit Masonry None 92 Int=R-?3.0 New Roof Wood Framed Rafter Filled ?,482 Coo! Roof Altered Slab Unheated Slab -on -Grade None 1,482 Perlin = 148' Existing Wal! Wood Framed R -J3 117 New Wall Solid Unit Masonry None 276 Ext=R-6.5 int=R-13.0 New FENESTRATION U- Exterior Orientation Area(ft2) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.2? none none Bug Screen Altered Left (E) 24.0 0.310 0.21 none none Bug Screen Altered Left (E) 13.3 1.280 0.80 Wane none Bug Screen Removed Left (E) 11.1 0.3?0 0.21 none none Bug Screen New Rear (S) 40.0 0.310 0.21 none nano Bug Screen Altered Rear (S) 40.0 0.400 0.35 none none Bug Screen New Right (V1� 13.3 1.280 0.80 none none Bug Screen Removed Right (WJ 11.1 0.310 0.2? none none Bug Screen New Right (tN) 24.0 0.310 0.2 f none none Bug Screen Altered 0 180 Existing 4.4.7-A1 Left Unit B Wall 59 0.102 R -?3 HVAC SYSTEMS Qt . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Neat Pump 7.70 HSPF Split Neat Pump 13.0 SEER Setback Altered 1 Split Neat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered Wall 59 0.093 None 6.5 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Left Unit B Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Right Unit B Ducted Ducted Attic, Ceiling ins, vented 6.0 Altered Slab 92 0.730 None WATER HEATING Qt Type Gallons Min. Eff Distribution Status 1 instant Gas 0 0.92 No Pipe insulation Altered 1 Instant Gas 0 0.92 No Pipe Insulation Altered 90 Altered 4.3.6-F3 E=4.3.5-69 Right Unit 8 Door 20 0.500 None 270 New NFRC Dual Low -E2 OP 0 90 Altered 4.5.? -A4 (E=4.5. 144) Ri ht Unit B FENESTRATION SURFACE DETAILS 270 Altered NFRC � 9 OP EnergyPro 5.1 b EnergySoR User Number. 3119 RunCode: 2013-04.12714:09:23 ID: 212037B(R) Page 3 of 15 CERTIFICATE OF COMPLIANCE: Residential 13 (Part 4 of 5} CF -1R Project Name B & B Duplex Gridley Farm Labor Housing Building Type m Single Family ❑Addition Alone 13 Multi Family m Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS 4/1212013 B & B Duplex Gridley Farm Labor Housing Surface T e Area U- Insulation Joint Appendix Factor Cavil Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wal! 232. 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5-89) Left Unit B Door 20 0.500 None Wood 180 90 New 4.3.6-F3 180 9Q Remove 4.3.5.89 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Left Unit B Wall 169 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit 8 Wall 2 0.102 R-13 Wall 90 90 New 4.3. J -A3 Left Unit B Wall 46 0.233 None 13.0 Wood 180 90 New 4.3.6-F3 Left Unit B Wall 158 0.530 None 59 0.093 None 79 0.093 None 6.5 None 13.0 180 90 Remove 4.3.5-B9 Left Unit B Wall 107 0.093 None _ 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit B Roof 741 0.052 Filled 92 0.048 R -?9 0 22 Altered 4.2.2-A2f E=4.2.2 -A2 Left Unit 8 Slab 741 0.730 None 0 180 Existing 4.4.7-A1 Left Unit B Wall 59 0.102 R -?3 90 90 New 4.3.1-A3 Left Unit 8 Wal! 79 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Left Unit 8 Wall 59 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Left Unit B Roof 92 0.048 R-19 19 0 22 New 4.2. f -A16 Lett Unit 8 Slab 92 0.730 None 180 Altered NFRC Dual Low -E2 OP 0 180 New 4.4.7-A J Left Unit B Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5-69 Right Unit 8 Door 20 0.500 None 270 New NFRC Dual Low -E2 OP 0 90 Altered 4.5.? -A4 (E=4.5. 144) Ri ht Unit B FENESTRATION SURFACE DETAILS 270 Altered NFRC � 9 OP -altered for above ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Law -E2 OP Let? Unit 8 2 Extsting 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 3 4 lMndow Existing 16.0 0.310 NFRC ?.280 Default 0.21 NFRC 0.60 Default 0 Altered NFRC Dual Low -E2 OP Left Unit 8 for above Single Metal Default OP pre -altered f 5 Window 24.0 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP Left Unit 8 6 Existing 1.280 Default 0.80 Default Bug Screen 0.76 Single Meta! Default OP pre -altered for above 7 Window 13.3 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Left Unit B 8 indow W 11.1 0.310 NFRC 0.21 NFRC 90 New NFRC Dual LovFE2 OP Left Unit B 9 l>�ndow 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Left Unit 8 , 10 ExlstJng ?.280 Default 0.80 Default 24 Single Metal Default OP pre -altered for above 1 f Window 16.0 0.3f0 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Left Unit B J2 13 Existing tyndow 1.280 Default 20.0 0.400 NFRC 0.80 Default 0.35 NFRC 180 New Single Meta! Default OP pre -altered for above NFRC Dual Low -E2 DR Left Unit B 14 15 Window Existing ?6.0 0.310 NFRC 1.280 Default 0.21 NERC 0.80 Default 0 Altered NFRC Dual Low -E2 OP Right Unit B Single Metal Default OP pre -altered forabove ?6 Window 16.01 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Right Unif B (1) U -Factor Type: 116-A =Default Table from Standards, NFRC =Labeled Value 2 SHGC Type: 116-8 =Default Table from Standards, NFRC =Labeled Value EXTERIOR SHADING DETAILS • 2120378 R Pa2e 8 of 15 ID Exterior Shade T e SHGC Window Hat Wd Overhan Left Fin Ri ht Fin Len H t LExt RExt Dist .Len W t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bu Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bu Screen 0.76 10 Bu Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 Bug Screen 0.76 Ene Pro 5.1 b Ene Soft User Number 3119 RunCode: 2013-04-12714:09:23 1D: 212037B(R) Page 7 of 15 OF COMPLIANCE: CERTIFICATE Building Type m Single Family 13 Addition Alone Date Protect Name [I Multi Family m Existing+ Addition/Alteration 4/1212013 B & B Duplex Gridley Farm Labor Housing OPAQUE SURFACE DETAILS Surface U- Insulatlan Joint Appendix Azm Tilt Status 4 Location/Comments Type Area Factor Cavit Exterior Frame Interior Frame Right Unit B Wall 46 0.233 None 13.0 Wood 180 90 New 4.3.6-F3 180 9Q Remove 4.3.5.89 Ri ht Unit B Wall 158 0.530 None 6.5 None ?3.Q Wood 180 90 Altered 4.3.6-F3 E=4.3.5-89 Right Unit B Wali 107 0.093 None 6.5 None f3.0 Wood 270 90 Altered 4.3.6-F3 (E=4.3.5-89) Right Unit B Wal! 169 0.093 None 270 90 New 4.3.1-A3 Right Unit B Wall 2 0.102 R-13 0 22 Altered 4.2.2-A21 E=4.2.2 -A21 Right Unit B Roof 741 0.052 Filled 0 180 Existin 4.4.7-A1 Right Unit B Slab 741 0.730 None 6.5 Nene 13.0 - Wood 90 90 New 4.3.6-F3 Right Unit B Wal! 59 0.093 None 79 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Ric ht Unit B Wal! 270 90 New 4.3.? -A3 Right Unit B Wall 59 0.102 R-13 0 22 New 4.2.1-A16 Right Unit 6 Roof 92 0.048 R -?9 0 180 New 4.4.7 -Al R/ ht Unit B Slab 92 0.730 None FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazin Type Location/Comments 17 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered forabove 18 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Right Unit B 19 Existin_q 1.280 Default 0.80 Default Single Meta! Default OP pre -altered for above 20 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Right Unit B 21 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 22 Window 13.3 ?.280 Default 0.80 Default 270 Removed Single Metal Default OP Right Unit B 23 Window 11.1 0.3 f 0 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP Right Unit 8 24 Window 24.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC � 9 OP -altered for above 25 Existing 1.280 Default 0.80 Default e Metal Default NFRC Qua! Low -E2 DR pre Right Unit B 26 l>Yndow 20.0 0.400 NFRC 0.35 NFRC 180 New (1) U -Factor Type: 1 is -A =Default Table from Standards, NFRC =Labeled Value 2 SHGC Type: 116-B =Default Table from Standards, NFRC •Labeled Value EXTERIOR SHADING DETAILS Lett Fin RI ht Fin ID Window Exterior Shade Type SHGC H t Wd love Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.7fi 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bu Screen 0.76 26 Bu Screen 0.76 • 2120378 R Pa2e 8 of 15 S stem Name Qty. Type Distribution CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name & B Duplex Gridley Farm Labor Housing Building Type m Single Family ❑ Addition Alone Multi Family o Existin +Addition/AlterationB ❑ Date 14112(2013 BUILDING ZONE INFORMATION Small Gas pre -altered for Above 40,000 System Name Zone Name New Floor Area ft i Existing Altered I Removed Volume ' Year Built installation of a Cool Roof is specified on the CF -1 R Form. 612 Output Btuhls ft 21.6 0 Cooling System Output per System 18,000 0 Total output Btuh 18,000 -597 612 Total Output ons 1.5 §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is Total Output (Btub/sqftl 21.6 14.075 Total Output s ftn-on 555.3 Air System §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. MULTI -FAMILY WATER HEATING 1,200 DETAILS spa heaters. HYDRONIC 1,200 HEATING SYSTEM PIPING Control 10,632 Hot Water Piping Length ft c 0 ro N ¢ System Name Pipe Len th Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(0)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation, ❑ Outside Air°/a 0.0% Total Adjusted System Output 1 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 1 10,632 Out, Air efm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak) EnergyPro5.1 by EnergySoft 24 OF 0"4 - Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F Supply Fan Heating Coil 110° F 1,200 cfm Room_ 70 OF I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak) 101 / 71 OF Outside Air 0 cfm 7 8164 °F ❑ 69 l 60 OF ROOM 78 l 63 °F E EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013.04.12T14:09:23 ID: 212037B(R) Totals 1841 0 1,4821 0 HVAC SYSTEMS ❑ System Name Qty. I Heating 2epe Min. Eff. Cooling Type Min. Eff. Thermostat Type Status ❑ W r ^ W. LLI i._J O Ln V OD V rr hh HVAC DISTRIBUTION 05-13-2013 DRAWN BY FEP System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status SHEET Cl 13 1NATFR 14IFETiMP4 fiVSTFBBS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. a1 Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Existing Standard 50 gal o 1 Small Gas pre -altered for Above 40,000 50 0.53 n/a n/a Total Output Btuh 16,000 installation of a Cool Roof is specified on the CF -1 R Form. 612 Output Btuhls ft 21.6 0 Cooling System Output per System 18,000 0 Total output Btuh 18,000 -597 612 Total Output ons 1.5 §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is Total Output (Btub/sqftl 21.6 14.075 Total Output s ftn-on 555.3 Air System §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. MULTI -FAMILY WATER HEATING 1,200 DETAILS spa heaters. HYDRONIC 1,200 HEATING SYSTEM PIPING Control 10,632 Hot Water Piping Length ft c 0 ro N ¢ System Name Pipe Len th Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(0)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation, ❑ Outside Air°/a 0.0% Total Adjusted System Output 1 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 1 10,632 Out, Air efm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak) EnergyPro5.1 by EnergySoft 24 OF 0"4 - Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F Supply Fan Heating Coil 110° F 1,200 cfm Room_ 70 OF I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak) 101 / 71 OF Outside Air 0 cfm 7 8164 °F ❑ 69 l 60 OF ROOM 78 l 63 °F E EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013.04.12T14:09:23 ID: 212037B(R) Page 14 of 15 ❑ cc ❑ EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12714:09:23 ID: 212037E R Pa a 10 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Project Name B & B Duplex Gridley Farm Labor Housing System Name Left Unit B B & B Duplex Gridley Farm Labor Housing Date 4/12/2013 Floor Area 833 ENGINEERING CHECKS the compliance once aPpro ach used. More stringent energy measures fisted on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - SYSTEM LOAD into the permit documents, and the applicable features shall be considered by all parties as minimum component performance Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 972 8,935 443 312 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 1 10,573 4431 PEAK Sensible Heating System Output per System 18,000 13,448 Total Output Btuh 16,000 installation of a Cool Roof is specified on the CF -1 R Form. 612 Output Btuhls ft 21.6 0 Cooling System Output per System 18,000 0 Total output Btuh 18,000 -597 612 Total Output ons 1.5 §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is Total Output (Btub/sqftl 21.6 14.075 Total Output s ftn-on 555.3 Air System §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release CFM per System 1,200 HVAC EQUIPMENT SELECTION spa heaters. Airflow cfm 1,200 Heat Pump 12,672 3,802 §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water 10,632 Airtlow (cfm/s ft) 1.44 recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table Airflow cfmrron) 800.0 §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(0)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation, HEATING SYSTEM PSYCHROMETRICS Outside Air°/a 0.0% Total Adjusted System Output 1 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 1 10,632 Out, Air efm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak) EnergyPro5.1 by EnergySoft 24 OF 0"4 - Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F Supply Fan Heating Coil 110° F 1,200 cfm Room_ 70 OF I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak) 101 / 71 OF Outside Air 0 cfm 7 8164 °F 78 / 63 OF 69 / 60 OF 69160 OF --_ o - Cooling Coil Supply Fan 1,200 cfm 44.8% TH 69 l 60 OF ROOM 78 l 63 °F E EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013.04.12T14:09:23 ID: 212037B(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1R Project Name Date B & B Duplex Gridley Farm Labor Housing 4/12/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance once aPpro ach used. More stringent energy measures fisted on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): insulations ecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§ 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor ore uivalent U -factor. 150(f): Air retardinq wrap is tested labeled, and installed according to ASTM El677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no qreater than 2.0 permAnch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150(e)IA: Masonry or facto -built fireplaces have a closable metal or glass door coverinq the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of 113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -typo central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(l): Heatinq systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(i)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(0)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation, HEATING SYSTEM PSYCHROMETRICS EnergyPm 5.1 by EnergySoff User Number. 3119 RunCode: 2013-04-12Tf4:09.23 ID: 212037B(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Project Name B & B Duplex Gridley f=arm Labor Housing B & B Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Right Unit B §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- Floor Area 833 ENGINEERING CHECKS used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used SYSTEM LOAD sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 972 8,935 443 312 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 1 10,573 443 PEAK Heating System Sensible Output per System 18,000 13,448 Total Output (Biuh) 18,000 radiation that can cause degradation of the material. Output Btuh/s ft 21.6 612 Cooling System 0 Output per System 18,000 0 Total Output Btuh 18,000 -597 Total Output Tons 1.5 612 Total Output Btuhls ft 21.6 §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or Total Output s ft/Ton 555.3 14,075 Air S stem §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by 130 d . CFM per System 1.200 HVAC EQUIPMENT SELECTION only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - Airflow cfm 1,200 Heat Pump 12,672 3,802 10,632 10,632 F Jan 1 AM Airflow cfm/s ft 1.44 exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant Airflow (cfmrTon) 800.0 luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a Outside Air %) 0.0% Total Adjusted System Output 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3PM Outside Air (cfm /s ft) 0,40 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 °F 110 OF Q Heating Coil Supply Fan 114° F 1,200 cfm ROOM`. 70 OF I COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) . 101 / 71 OF Outside Air 0 cfm 78 / 64 OF 78163 °F 69160 OF 69 l 60 OF 7: Cooling Coil Supply Fan 1,200 cfm 44.13% 69 f 60 OF ROOM Ell] 78/ 1 63 OF EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:09:23 ID: 212037B(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of.3 MF -1 R Project Name Date B & B Duplex Gridley Farm Labor Housing 1411212013 §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions In the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. i 50(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous Inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings, Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. - §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or 2as heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 :Residential pool systems orequipment meet the pump sizing, flow rate, piping,fitters, and valve requirements of §150 Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by 130 d . §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. i 50(k)6: Lighting integral to exhaust fans in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EneMyPro 5.1 by EnergySo/t User Number. 3119 RunCode: 2013-04-12T14:09:23 iD: 212037B(R) Page 12 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date B & B Duplex Gridley Farm Labor Housing 4/12/2013 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently Installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 -Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150 k i3: Luminaires providing outdoor lighting, Including lighting for private patios in low-rise residential buildings with four or more dwelling units entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same to high t shall be lg efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shah be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -baso socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 byEnergySoft User Number. 3119 RunCode: 2013-04-12T14:09:23 ID:212037B(R) Page 13 of 15 PERMtT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COMPLIANCE OATS BY i O T M C) q � Lt7 r r CD Q CD al c a� E t E n 0 U r`a`w O r U U I N - w . . Mo cc W r ^ W. LLI i._J O Ln V OD V rr hh DATE 05-13-2013 DRAWN BY FEP JOB10010 SHEET BUILDING ENERGY ANALYSIS REPORT PROJECT: B & C Duplex Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037BC(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnorgySoft, LLC-www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013.04-12T14:11:28 iD: 212037BC(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type B Single Family ❑ Addition Alone Date B & C Duplex Gridley Farm Labor Housing ❑ Multi Family B Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 82.10 36.78 45.32 36.87 45.23 36.04 46.06 36.68 45.42 Space Cooling 70.60 28.75 41.85 31.58 39.01 29.32 41.28 32.64 37.96 Fans 15.00 Z50 Z50 8.14 6.85 7.63 7.37 8.38 6.62 Domestic Hot Water 37.59 18.31 19.28 18.31 19.28 18.31 19.28 18.31 19.28 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 205.29 91.34 113.95 94.91 110.38 91.30 113.99 96.00 109.28 Percent Better Than Standard: 55,5% 53.8% 55.5% 53.2% BUILDING COMPLIES - NO ITERS !VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2.00 (N) 567 64 Fuel Available at Site: Natural Gas (E) 265 35 Raised Floor Area: 0 (S) 614 71 Slab on Grade Area: 1,666 (149 317 36 Average Ceiling Height: 9.2 Roof 1,666 0 Fenestration Average U -Factor: 0.33 TOTAL: 206 Average SHGC: 0.24 Fenestration/CFA Ratio: 12.4% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house Including single pane metal framed windows/doors. Z Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall In Table 3-2 is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 Interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83; Addition Attic R-19 with CRRC Roof 0.65/0.83 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors.Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual tow -E2 for Patio Doors= 0.40/0.35 STATEMENT OF COMPLIANCE Front (N) 64.0 0.310 This certificate of compliance lists the building features and specifications needed Altered to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the 0.21 none none Bug Screen Efficiency Standards of the California Code of Regulations. Left (E) 13.3 1.280 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Address 3713 Laguna WayName Jennifer Ferris I 4/1212013 Ci /State/Zi Sacramento, CA 95864 Phone (916) 483-7313 Signed Date _ The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBAimd JV Address 7101:2th Street Name Ms. Patricia Barnard City/State/Zip Sacr,,.mento, CA 95814 Phone (916) 448-1901 Signed License # Date Right (trio 37.3 1.280 EnergyPro 5.1 by EnergySoft User Number: 311.9 RunCode: 2013-04-12T14:11:28 1D: 212037BC R Page 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & C Duplex Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 1411212013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,666 184 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Construction 1yee Area Special Cavity (ft) Features see Part 2 of 5) Status Walt Solid Unit Masonry None 1,050 Ext=R-6.5 Int=R-13.0 Altered Door Opaque Door None 40 Altered Wall Wood Framed R-13 2 New Wal! Solid Unit Masonry - None 46 tnt=R-13.0 New Roof Wood Framed Rafter Filled 1,482 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,482 Perim = 150' Existing Wall Wood Framed R-13 111 New Wall Solid Unit Masonry None 264 Ext=R-6.5 lnt--R-13.0 New FENESTRATION U- Exterior Orientation Area(ftp) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.21 none none Bug Screen Altered Left (E) 24.0 0.310 0.21 none none Bug Screen Altered Left (E) 13.3 1.280 0.80 none none Bug Screen Removed Left (E) 11.1 0.310 0.21 none none Bug Screen New Rear (S) 40.0 0.310 0.21 none none Bug Screen Altered Rear (S) 20.0 0.400 0.35 none none Bug Screen New Rear (S) 11.1 0.310 0.21 none none Bug Screen New Right (trio 37.3 1.280 0.80 none none Bug Screen Removed Right (M 16.0 0.310 0.21 none none Bug Screen New Right (M 17.8 1.250 0.80 none none Bug Screen Removed Right (W) 20.0 0.400 0.35 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered None 13.0 Wood 2701 90 New 4.3.6-F3 Unit B HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Unit a Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Unit C Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered 24.0 1.280 Default 0.80 Default 01 180 New 4.4.7-A 1 Unit B WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe Insulation Altered 1 Instant Gas 0 0.92 No Pipe Insulation Altered 0.500 None 270 Removed Single Metal Default OP Unit C 0 I 90 Altered 4.5.1-A4 E=4.5.1 -A4 Unit C FENESTRATION SURFACE DETAILS 2701 New NFRC Dual Low -E2 DR Unit C EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:11:28 !D: 212037BC(R) Page 3 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Building Type fH Single Family ❑ Addition Alone B & C Duplex Gridley Farm Labor Housing ❑ Multi Family B Existing+ Addition/Alteration Date 4112/2013 OPAQUE SURFACE DETAILS INSULATIONArea Special Construction Type Cavity (ft) Features see Part 2 of 5) Status Roof Wood Framed Attic R-19 184 Cool Roof Surface Type Area U- Insulation Joint Appendix Factor Cavi!Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-173 E=4.3.5 -B9 Unit B Door 20 0.500 None Wall 0 90 Altered 4.5.1-A4 E=4.5.1 -A4) Unit B Wall 169 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit B Wall 2 0.102 R-13 Wall 901 90 New 14.3.1-A3 Unit B Wall 46 0.233 None 13.0 Wood 1801 90 New 4.3.6-F3 Unit B Wall 158 0.530 None Roof 1801 90 Remove 4.3.5-B9 Unit B Wall 107 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit B Roof 741 0.052 Filled HVAC DISTRiBUTION Duct Location Heating Cooling Duct Location R -Value 0 22 Altered 4.2.2-A21 E=4.2.2 -A21 Unit B Slab 741 0.730 None 7.70 HSPF Split Heat Pump 13.0 SEER Setback 0 180 Existin 4.4.7-A1 Unit Wall 59 0.102 R-13 7.70 HSPF Split Heat Pum 13.0 SEER Setback 90 90 New 4.3.1-A3 Unit B Wall 79 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit B Wall 59 0.093 None 6.5 None 13.0 Wood 2701 90 New 4.3.6-F3 Unit B Roof 92 0.048 R-19 21 22 0 22 New 4.2.1-A 16 Unit B Slab 92 0.730 None 24.0 1.280 Default 0.80 Default 01 180 New 4.4.7-A 1 Unit B Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-173 E=4.3.5 -B9 Unit C Door 20 0.500 None 270 Removed Single Metal Default OP Unit C 0 I 90 Altered 4.5.1-A4 E=4.5.1 -A4 Unit C FENESTRATION SURFACE DETAILS 2701 New NFRC Dual Low -E2 DR Unit C ID Type Area Ll -Factor' 9HGC2 Azm Status Glazing Type Location/Comments 1 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit B 2 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 3 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit B 4 Existing 1.280 Default 0.60 Default 0.76 Single Metal Default OP pre -altered for above 5 Window 24.0 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP Unit B 6 Existing 1.280 Default 0.80 Default 0.76 Single Metal Default OP pre -altered for above 7 Window 13.3 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Unit B 8 Window 11.1 0.310 NFRC 0.21 NFRC 90 New NFRC Dual Low -E2 OP Unit B 9 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit B 10 Existing 1 1.280 Default 0.80 Default Bug Screen Single Metal Default OP pre -altered for above 11 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit B 12 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 13 Window 20.0 0.400 NFRC 0.35 NFRC 180 New NFRC Dual Low -E2 DR Unit B 14 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit C 15 Existing 1.280 Default 0.80 1 Default Single Metal Default OP pre -altered for above 16 Window 1 16.0 0.310 NFRC 0.211 NFRC 0 Altered NFRC Dual Low -E2 OP Unit C (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhanq Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 Page 9 of 15 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0,76 6 Bug Screen 0.76 - - 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Byg Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 1 0.76 16 Bug Screen 0.76 Ener Pro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:11.28 ID: 212037BC(R) Page 7 of 15 P PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & C Duplex Gridley Farm Labor Housing Project Address 850 E. Gridley Road Gridley Building Type RI Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,666 184 Date 1411212013 # of Stories ? FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATIONArea Special Construction Type Cavity (ft) Features see Part 2 of 5) Status Roof Wood Framed Attic R-19 184 Cool Roof New Slab Unheated Slab -on -Grade None 184 Perim = 52' New Wall Solid Unit Masonry None 44 Int=R-13.0 Altered 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-173 (E=4.3.5 -0L Unit C Wall 44 0.233 None 13.0 Wood 270 90 Altered 4.3.6-173 E=4.3.5 -B9 Unit C Wall 1 54 0.530 None 270 90 Remove 4.3.5.89 Unit C FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A2 Unit C Slab 741 0.730 None 0 180 Existin 4.4.7-A1 Unit Wall 52 0.102 R-13 270 90 New 4.3.1-A3 Unit C Wall 58 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit C Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit C Roof 92 0.048 R-19 01 22 New 4.2.1-A16 Unit C HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 0.730 None ol 180 New 4.4.7-A1 Unit C HVAC DISTRiBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC SYSTEMS System Name City. Heating Type Min. Eff. Cooling Ty e Min. Eff. Thermostat Type Status Unit B 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pum 13.0 SEER Setback Altered re -altered for aboveFan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback FENESTRATION SURFACE DETAILS EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:11:28 iD: 212037BC(R) Page 4 of 15 CERTIFICATE OF COMPLIANCE: Residential' (Part 4 of 5) CF -1 R Project Name B & C Duplex Gridley Farm Labor Housing Building Type ® Single Family ❑ Addition Alone ❑ Multi Family C2 Existing+ Addition/Alteration Date 4112/2013 OPAQUE SURFACE DETAILS The Existing alt FWALL Fla has a U -Factor greater than the Vintage Defaults. Field verification Is required. Surface Te Area U- Insulation Joint Appendix Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wal/ 253 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-173 E=4.3.5.89 Unit C Wall 59 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-173 (E=4.3.5 -0L Unit C Wall 44 0.233 None 13.0 Wood 270 90 Altered 4.3.6-173 E=4.3.5 -B9 Unit C Wall 1 54 0.530 None 270 90 Remove 4.3.5.89 Unit C Roof 741 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A2 Unit C Slab 741 0.730 None 0 180 Existin 4.4.7-A1 Unit Wall 52 0.102 R-13 270 90 New 4.3.1-A3 Unit C Wall 58 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit C Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit C Roof 92 0.048 R-19 01 22 New 4.2.1-A16 Unit C Slab 92 0.730 None ol 180 New 4.4.7-A1 Unit C Totals 184 0 1,482 0 HVAC SYSTEMS System Name City. Heating Type Min. Eff. Cooling Ty e Min. Eff. Thermostat Type Status Unit B 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 6551. AFUE Split Air Conditioner 13.0 SEER Setback Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pum 13.0 SEER Setback Altered re -altered for aboveFan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback FENESTRATION SURFACE DETAILS ID I Type Area I U -Factor SHGC4 Azm Status Glazing Type Location/Comments 17 18 lExisting lWindow 1.280 Default 0.80 Default 16.0 0.310 NFRC 0.21 NFRC Single Metal Default OP pre -altered for above 180 Altered NFRC Dual Low -E2 OP Unit C 19 20 Existing Window 1.280 Default 0.80 Default 4.0 0.310 NFRC 0.21 NFRC Single Metal Default OP pre -altered for above 180 Altered NFRC Dual Low -E2 OP Unit C 21 22 Existing Window 1.280 Default 0.80 Default 11.11 0.310 NFRC 0.21 NFRC I Single Metal Default OP pre -altered for above 180 New NFRC Dual tow -E2 OP Unit C 23 Window 24.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Unit C 24 Window 16.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP Unit C 25 116indow 17.8 1.250 Default 0.80 Default 270 Removed Single Metal Door 1/2 lite Unit C 26Window 13.3 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Unit C 27 Window 20.0 0.400 NFRC 0.35 1 NFRC 2701 New NFRC Dual Low -E2 DR Unit C Inputor Loss or Insul. R- S stem Name atv. Type r Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe insulation 172 n/a n/a Altered Existing Standard 50 gal o f Small Gas pre -altered for Above 43 n/a no Altered Noritz Gas Instantaneous 1 instant Gas No Pipe Insulation 172 n/a n/a HYDRONIC HEATING SYSTEM PIPING MULTI -FAMILY WATER HEATING DETAILS (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-8 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window I I Exterior Shade Type SHGC H t Wd I Overhang_Left Fin Right Fin Len -Hot LExt RExt Dist I Len H t Dist I Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bua Screen 0.76 Outside Buried 26 Bug Screen 0.76 Diameter 27 Bug Screen 0.76 13 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12Ti4:11:28 iD. 212037BC(R) Page 8 of 15 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name B & C Duplex Gridley Farm Labor Housing Building Type o Single Family ❑ Addition Alone 1 ❑ Multi Family 12 Existing+ Addition/Alteration Date 411212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing alt FWALL Fla has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wail LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL /d has a U -Factor greater then the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wal! RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a to storage has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL /d has a U-Factorgreater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. The Roof R-19 Roof Attic CRRC Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. Unit B Unit B Existing HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. 6,891 1970 Unit B Addition 736 Unit C Unit C Existing 741 6,891 1970 Unit C Addition 92 736 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:11:28 ID: 212037BC(R) Page 5 of 15 nn1iRn1 1 APIr`C• (Part 5 of 5) CF -113 tnergymru a. r my circ, Quit - ---- - - - - PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES - -----'REVIEWED CQQE COMPLIAf�CE DATA BY Building Type la Single Family ❑ Addition Alone Date Project Name B & C Duplex Gridley Farm Labor Housing E3 Multi Family m Existing+ Addition/Alteration 1411212013 BUILDING ZONE INFORMATION LO Floor Area fi System Name Zone Name Existing Altered Removed Volume Year Built Unit B Unit B Existing 741 �t�92 6,891 1970 Unit B Addition 736 Unit C Unit C Existing 741 6,891 1970 Unit C Addition 92 736 Totals 184 0 1,482 0 HVAC SYSTEMS System Name City. Heating Type Min. Eff. Cooling Ty e Min. Eff. Thermostat Type Status Unit B 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 6551. AFUE Split Air Conditioner 13.0 SEER Setback Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pum 13.0 SEER Setback Altered re -altered for aboveFan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION Duct Ducts System Name Heatin Coolin Duct Location R -Value Tested? Status Unit B Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless /with Fan Ducted Attic, Ceiling ins, vented 4.2 ❑ Unit C Ducted Ducted Attic, Ceiling ins, vented 6.0 ❑ Altered re -altered for above Ductless /with Fan Ducted lAttic, Ceiling ins, vented 4.2 ❑ WATER HEATING SYSTEMS Ext. gy Standby RateMO--- Tank Inputor Loss or Insul. R- S stem Name atv. Type Distribution BtuE Pilot Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe insulation 172 n/a n/a Altered Existing Standard 50 gal o f Small Gas pre -altered for Above 43 n/a no Altered Noritz Gas Instantaneous 1 instant Gas No Pipe Insulation 172 n/a n/a HYDRONIC HEATING SYSTEM PIPING MULTI -FAMILY WATER HEATING DETAILS Hot Water Piping Length ft o Pipe Pipe Insul. Control Qtyl HP Plenum Outside Buried System Name Len th Diameter Thick. 13 �1 �..., e.....r..,t�• In19_nd19T1dr11,2R ID: 212037BC(R) Page 9 of 15 tnergymru a. r my circ, Quit - ---- - - - - PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES - -----'REVIEWED CQQE COMPLIAf�CE DATA BY JOB10010 Erna LO .,tea' (i) 1 rn c ci �wA JOB10010 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name B & C Duplex Gridley Farm Labor Housing Building Type ® Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION ENGINEERING CHECKS System Name Zone Name New Floor Area ft Existing Altered Removed Volume Year Built Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 972 8,935 443 312 Return Vented Lighting 0 Return Air Ducts 521 Return Fan o Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,573 443 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and Installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. Sensible Output perS tem 18,000 13,446 Total Output Btuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Btuhls ft 21.6 612 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output ons 1.5 612 Total Output Stuh/s ft 21.6 Totals 1 1841 01 1,4821 0 HVAC SYSTEMS 555.3 System Name Qt . Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,672 3,802 10,632 10,632 Jan 1 AM 10,632 Airflow cfm/s ft 1.44 HVAC DISTRIBUTION Outside Air % 0.0 % System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status 800.0 HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 24 OF 0-0- 0 Outside Air 0 cfm 70 OF Outside Air % ❑ Total Adjusted System Output 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 79 / 63 OF 59 / 60 OF 69160 OF `= Cooling Coil Supply Fan 70 / 60 OF 1,200 cfm 44.8% ROOM I :; 1•� 78 163 OF r 10,632 L::0.0 Outside Air cfm/s (t 0.00 WATER HEATING SYSTEMS Note: values above given at ARI conditions S stem Name Qty. Type Distribution Rated Input Stuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext, Tank Insul. R- Value Status Existing Standard 50 gat o 1 Small Gas pre -altered for Above 40,000 50 0.53 n/a n/a MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control V Hot Water Piping Length ft _ o is v a -I System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried w OLa 00 V i DATE 0543-2013 DRAWN BY FEP Job 10010 SHEET 13 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04.12714:11:28 ID: 212037BC(R) Pae 10 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name B & C Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Unit B Building Envelope Measures: Floor Area 833 ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 972 8,935 443 312 Return Vented Lighting 0 Return Air Ducts 521 Return Fan o Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,573 443 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and Installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. Sensible Output perS tem 18,000 13,446 Total Output Btuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Btuhls ft 21.6 612 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output ons 1.5 612 Total Output Stuh/s ft 21.6 r13 Total output s ft/Ton 555.3 14,075 Air System CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,672 3,802 10,632 10,632 Jan 1 AM 10,632 Airflow cfm/s ft 1.44 Outside Air % 0.0 % Total Adjusted System Output 12,7781 3,705 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Airflow drnrron 800.0 HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 24 OF 0-0- 0 Outside Air 0 cfm 70 OF Outside Air % % Total Adjusted System Output 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 79 / 63 OF 59 / 60 OF 69160 OF `= Cooling Coil Supply Fan 70 / 60 OF 1,200 cfm 44.8% ROOM I :; 1•� 78 163 OF r 10,632 L::0.0 Outside Air cfm/s (t 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak) 24 OF ---11,4- Outside Air 0 cfm 70 OF 70 OF 110 OF 110 OF Pi Heating Coll Supply Fan Heating 111011F 1,200 cfm ROOM � :` c F 70OF COALING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78 / 64 OF 78/630F 69160 OF 69 / 60 °F `- Cooling Coil Supply Fan 69 / 60 °F 1,200 cfm 44.8% ROOMl 78 / 63 °F -EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013.04-12T14:11:28 iD. 212037BC(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 -1R Project Name B & C Duplex Gridley Farm Labor Housing Date 4/12/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated Into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6191 Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation In wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§ 150(d): Minimum R-13 Insulation in raised wood -frame floor orequivalent U -tactor. 150(f): Air retarding wrap is tested, labeled, and Installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permlinch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 a 1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible operable, and tight4itting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve and recirculation loop connection requirements of §113(c)S. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of q sections of hot water pipes are insulated per Standards Table 150-B. recirculatinc §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(i)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. 1.5 EnergyPro5.1 by EnergySoft User Number: 3119 RunCode: 2013.04-12714:11:28 1D: 212037BC(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name B & C Duplex Gridley Farm Labor Housing Date 4/1212013 System Name Unit C 602 603 604 605 and Standard 6-5; supply -air and return -air plenums , 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the 4.2 Floor Area 833 ENGINEERING CHECKS §150(m)i : Building cavities, support platforms for air handlers, and plenums sheet metal duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,252 11,332 443 310 Return Vented Lighting 0 Return Air Ducts 661 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 1 661 TOTAL SYSTEM LOAD 13,250 443 PEAK Heating System radiation that can cause degradation of the material. Sensible Output perSystem 18,000 13,340 Total Output Btuh 18,000 and return lines or built-up connections for future solar heating. Output Btuh/s ft 21.6 607 Cooling System Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output ons 1.5 sensor, dimmer, energy management system (EMCS), or a multi programmable luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a Total Output Btuh/s ft 21.6 r13 Total Output s ftrron 555.3 Air System CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow(cfm) 1,200 Heat Pump 12,778 3,705 10,632 10,632 Jan 1 AM Airflow cfmis ft 1.44 Alrflow cfmfron 800.0 Outside Air % 0.0 % Total Adjusted System Output 12,7781 3,705 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air (cfm/s ft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 24 OF 0-0- 0 Outside Air 0 cfm 70 OF 70 OF 1101F 110 OF 0, (C•� r+ ► Heating Coil Supply Fan 110 OF 1,200 cfm [*0:M 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 79 / 64 OF 79 / 63 OF 59 / 60 OF 69160 OF `= Cooling Coil Supply Fan 70 / 60 OF 1,200 cfm 44.8% ROOM I :; 1•� 78 163 OF r EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04.12714:11.28 /D: 212037BC(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date B & C Duplex Gridley Farm Labor Housing 4/12/2013 Dale § 150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections ducts and are Insulated to a minimum installed level of R- 602 603 604 605 and Standard 6-5; supply -air and return -air plenums , 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the 4.2 applicable requirements of UL 181, UL 181A, or UL 161 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 114 inch, the combination of mastic and either mesh or tape shall be used defined or constructed with materials other than sealed §150(m)i : Building cavities, support platforms for air handlers, and plenums sheet metal duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands, i 50(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)B: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. is retardant and shielding from solar Cellular foam insulation shall be protected as above or painted with a coating that water provides radiation that can cause degradation of the material. 150(m)10: Flexible ducts cannot have porous inner cores. 0 : All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air §1 50() Quality In Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat um or qas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or ro rammed to run only Burin off-peak electric demand periods. 4150(p): Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve require entsof 150 and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by 4150(k)2. 150(k)3: The wattage of permanentlyinstalled luminaires shall be determined ass ecified b 130 d . §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain in Table 150-C and shall not contain a line -voltage socket or line - only high efficacy lamps meeting the minimum efficacies contained voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k), 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. §150(k)8: A minimum of 50 percent of EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 fix or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant -scene control system; and all permanently installed sensor, dimmer, energy management system (EMCS), or a multi programmable luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear toot of illuminated cabinet. that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:11:28 1D: 212037BC(R) Page 13 of 15 EnergyPro5.1 byEnergySoft User Number. 3119 RunCode: 2013-04.12T14:11:28 10: 212037BC(R) Page 12 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Dale B & C Duplex Gridley Farm Labor Housing 411212013 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 9 Y EXCEPTION 1: Permanently Installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with fill50 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:11:28 1D: 212037BC(R) Page 13 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQE COMPLIANCE pA li BY 1 r U0 (� T +� 05 mares O LO co ;` Cn i c iv Co w c a E U .�.>,.... ..> . r i U0 O i U i■� U t N W F--�I P V ■ w OLa 00 V i DATE 0543-2013 DRAWN BY FEP Job 10010 SHEET i BUILDING ENERGY ANALYSIS REPORT PROJECT: B & D Duplex Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBAImd JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037BD(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized In this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.enorgysoft.com. EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T14:13.35 ID: 21203780 R PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type io Single Family 13 Addition Alone Date B & D Duplex Gridley Farm Labor Housing ❑ Multi Family 10 Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 63.71 37.22 46.49 37.28 46.43 36.49 47.22 37.10 46.61 Space Cooling 70.48 28.76 41.71 31.60 38.88 29.28 41.20 32.62 37.85 Fans 14.96 7.50 7.46 8.14 6.82 7.61 7.35 8.37 6.59 Domestic Hot Water 37.24 18.18 19.06 18.18 19.06 18.18 19.06 18.18 19.06 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 206.38 91.66 114.73 95.20 111.18 91.57 114.82 96.27 110.11 Percent Better Than Standard: 55.6% 53.9% 55.6% 53.4% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2.00 (N) 639 64 Fuel Available at Site: Natural Gas (E) 265 35 Raised Floor Area: 0 (s) 632 71 Slab on Grade Area: 1,686 I'm 263 36 Average Ceiling Height: 9.1 Roof 1,666 0 Fenestration Average U -Factor: 0.33 TOTAL: 206 Average SHGC: 0.24 Fenestration/CFA Ratio: 12.2% REMARKS 1. Pre -1978 Default Assumptions were used when calculating p the existing house Including single pane metal framed windows/doors. 2. Existing Wall U -Factor greater than vintage default note Is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 Interior and R-6.5 Exterior; 2x4 Demising or Fill in = R-13; Existing Insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83; Addition Attic R-19 with CRRC Roof 0.65/0.83 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE Split Heat Pump 13.0 SEER Setback Altered This certificate of compliance lists the building features and specifications needed Wood 180 to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the HVAC DISTRIBUTION Location Heating Efficiency Standards of the California Code of Regulations. Unit B Ducted The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Address 3713 Laguna Way Name Jenn/ferl=erns l,, j„� 4/12/2013 City/State/ZipCity/State/Zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License If Date 22 Altered 4.2.2-A21 E=4.2.2421 Unit B EnemvPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:13:35 ID: 21203780 R Page 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & D Duplex Gridley Fafm Labor Housing Building Type © Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteralion 1411212013 Date Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,686 Addition 204 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. E1 Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavil (ft) Features see Part 2 of 5) Status Wall Solid Unit Masonry None 1,052 Ext=R-6.5 fit=R-13.0 Altered Door Opaque Door - - None 40 Altered Wall Wood Framed R-13 2 New Wall Solid Unit Masonry None 46 Int --R-13.0 New Roof Wood Framed Rafter Filled 741 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,482 Perim = 150' Existing Wal! Wood Framed R-13 131 New Wall Solid Unit Masonry None 282 Ext=R-6.51nt=R-13.0 New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.21 none none Bug Screen Altered Left (E) 24.0 0.310 0.21 none none Bug Screen Altered Left (E) 13.3 1.280 0.80 none none Bug Screen Removed Left (E) 11.1 0.310 0.21 none none Bug Screen New Rear (S) 40.0 0.310 0.21 none none Bug Screen Altered Rear (S) 20.0 0.400 0.35 none none Bug Screen dvew Rear (S) 11.1 0.310 0.21 none none Bug Screen New Right (M 17.8 1.250 0.80 none none Bug Screen Removed Right (WJ 40.0 1.260 0.80 none none Bug Screen Removed Right (V17 16.0 0.310 0.21 none none Bug Screen New Right I'M 20.0 0.400 0.35 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 13.0 Wood 180 90 New 4,3.6-173 Unit B HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Unit B Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Unit D Ducted Ducted Attic, Ceiling ins, vented 6.0 Altered Wall 107 0.093 None 6.5 WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe Insulation Altered 1 Instant Gas 0 0.92 No Pipe insulation Altered 0.052 Filled V 0 22 Altered 4.2.2-A21 E=4.2.2421 Unit B Slab 741 EnergyPro 5.1 by EnerqltSoft User Number 3119 RunCode: 2013-04-12T14:13.35 ID: 21203780(R) Page 3 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project NameType B & D Duplex Gridley Farm Labor Housing Building m Single Family ElAddition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS Total Cond. Floor Area 1,686 Addition 204 # of Stories 1 Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm I Tilt Status 4 Location/Comments Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-173 E=4.3.5 -B9 Unit B Door 20 0.500 None Wall 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Unit Wall 169 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5.89) Unit B Wal! 1 2 0.1021R-13 Wall 90 90 New 14.3.1-A3 Unit B Wall 46 0.233 None 13.0 Wood 180 90 New 4,3.6-173 Unit B Wall 158 0.530 None Roof 180 90 Remove 4.3.5-B9 Unit B Wall 107 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit B Roof 741 0.052 Filled V 0 22 Altered 4.2.2-A21 E=4.2.2421 Unit B Slab 741 0.730 None 0 180 Existing 4.4.7-A 1 Unit B Wall 59 0.1021R-13 90 90 New 4.3.1-A3 Unit B Wall 79 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-173 Unit B Wall 59 0.093 None 6.5 None 13.0 Wood 2701 90 New 4.3.6-173 Unit B Roof 92 0.048 R-19 19 0 22 New 4.2.1-A16 Unit B Slab 92 0.730 None 4.01 0.310 NFRC 1 0.21 NFRC 0 180 New 4.4,7-A1Unit B Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Door 20 0.500 None I 1 0 90 Altered 14.5.1-A4 E=4.5.1 -A4 Unit D FENESTRATION SURFACE DETAILS 16.0 1.280 Default 0.80 Defa::lt 270 Removed Single Metal Default OP Unit D ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 1 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit 8 2 Existing 1.280 Default 0.80 Default WATER HEATING SYSTEMS Single Metal Default OP pre -altered for above 3 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit B 4 Existing 1.280 Default 0.80 Default Ext. Tank Insul. Value Single Metal Default OP pre -altered for above 5 Window 24.0 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP Unit B 6 Existing 1.280 Default 0.80 Default Bug Screen Single Metal Default OP pre -altered for above 7 Window 13.3 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Unit B 8 Window 11.1 0.310 NFRC 0.21 NFRC 90 New NFRC Dual Low -E2 OP Unit B 9 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit B 10 Existing 1.280 Default 0.80 Default 23 Single Metal Default OP pre -altered for above 11 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit B 12 Existing 1.280 Default 0.80 Default 26 Single Metal Default OP pre -altered for above 13 Window 20.0 0.400 NFRC 0.35 NFRC 180 New NFRC Dual Low -E2 DR Unit B 14 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit D 15 Existing 1.280 Default 0.80 Default Single Metal Default OP I pre -altered for above 16Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit D (1) LI -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Right Fin Len H t LExt REA Dist Len H t Dist Len H t 1 Bug Screen 0.76 0 2 Bug Screen 0.76 3 Bug Screen 0.76 4 IBug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number 3119 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug"3creen 0.76 15 JBugScreen 0.76 16 Bug Screen 1 0.76 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:13.35 1D: 212037BD R 771,e 7 of 15 A PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name B & D Duplex Gridley Farm Labor Housing Building Type EI Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 411212013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,686 Addition 204 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity fig) Features see Part 2 of 5) Status Roof Wood Framed Attic R-19 204 Cool Roof New Slab Unheated Slab -on -Grade Nc;le 204 Perim = 57' New Wall Solid Unit Masonry None 40 Int=R-13.0 Altered Roof Wood Framed Rafter Filled 741 Cool Roof Existing 270 90 Remove 4.3.5-B9 Unit D Wall 40 0.233 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Wall 611 0.093 None 6.5 None 13.0 FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Roof 741 0.052 Filled 0 22 Existing 4.2.2-A21 Unit D Stab 741 0.730 None 0 180 Existing 4.4.7-A1 Unit D Wall 72 0.102 R-13 0 90 New 4.3.1-A3 Unit Wall 76 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit D Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit D Roof 112 HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 0 22 New 14.2.1-A16 Unit D Slab 112 0.730 None 0 180 New 4.4.7-A1 Unit D HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status } 00 V WATER HEATING Qty, Type Gallons Min. Eff Distribution Status 05-13-201.3 DRAWN BY FEP EnergyPro 5.1 by EnergySoft User Number. 2119 RunCode: 2013-04.12T14:13:35 1D: 212037BD R Page 4 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project NameBuilding B & D Duplex Gridley Farm Labor Housing Type m Single Family ❑ Addition Alone ❑ Multi Family rd Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 253 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Wall 54 0.530 None 270 90 Remove 4.3.5-B9 Unit D Wall 40 0.233 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Wall 611 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Roof 741 0.052 Filled 0 22 Existing 4.2.2-A21 Unit D Stab 741 0.730 None 0 180 Existing 4.4.7-A1 Unit D Wall 72 0.102 R-13 0 90 New 4.3.1-A3 Unit Wall 76 0.093 None 6.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit D Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit D Roof 112 0.048 R-19 1 0 22 New 14.2.1-A16 Unit D Slab 112 0.730 None 0 180 New 4.4.7-A1 Unit D } 00 V DATE 05-13-201.3 DRAWN BY FEP -totals 204 0 1,4821 0 HVAC SYSTEMS FENESTRATION SURFACE DETAILS ID Type Area U.Factor SHGC Azm Status Glazing Type Location/Comments 17 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 18 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit D 19 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 20 lWindow 4.01 0.310 NFRC 1 0.21 NFRC 1 180 Altered I NFRC Dual Low -E2 OP Unit D 21 Existing 1.280 Default 0.80 Default I Single Metal Default OP pre -altered for above 22 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Unit D 23 Window 17.8 1.250 Default 0.80 Default 270 Removed Single Metal Door 1/2 life Unit D 24 Window 16.0 1.280 Default 0.80 Defa::lt 270 Removed Single Metal Default OP Unit D 25 Window 24.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Unit D 26 Window 16.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP Unit D 27 Window 20.0 0.400 NFRC 0.35 NFRC 270 New NFRC Dual Low -E2 DR Unit D WATER HEATING SYSTEMS System Name Ot . Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. Value Status Noritz Gas Instantaneous 1 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC - Labeled Value 2 SHGC Type: 116-8 = Default Table from Standards, NFRC - Labeled Value EXTERIOR SHADING DETAILS 175,000 ID Window I Exterior Shade Type SHGC Hot I Wd Overhang Left Fin Right Fin Len H t I LEA RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 1 18 Bug Screen 0.76 40,0001 19 Bug Screen 0.76 n/a 20 Bug Screen 0.76 I 21 Bug Screen 0.76 0 22. Bug Screen 0.76 Altered 23 Bug Screen 0.76 DETAILS 24 Bug Screen 0.76 25 Bug Screen 0.76 Control 26 Buq Screen 0.76 Q iu vi ¢ 27 Bug Screen 0.76 Insul. Thick. oty. HP Plenum Outside Buried ❑ EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013.04.12714:13:35 ID: 212037BD R Page 8 of 15 PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1R Project Name B & D Duplex Gridley Fam1 Labor Housing Building Type m Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 1411212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special iustification and documentation submitted. Compliance !oral/ orientations Is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U-Factorgreater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall B WALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U-Factorgreater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL /d has a U Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a to storage has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall berated and labeled by the Cool Roof Rating Council In accordance with Section 10-113 of the standards. The Roof R-19 Roof Attic CRRC Reflectance= 0.65, Emittance = 0.63 shall berated and labeled by the Cool Roof Rating Council in accordance with Section 10-1 13o►the standards. Unit D HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. 741 6,891 1970 Unit D Addition 112 896 Ene Pro 5.1 b Ene Soft : User Number. 3119 RunCode: 2013-04-12T14:13.35 ID. 212037BD R Page 5 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1R Project Name B & D Duplex Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 21 Existing+Addition/Alteration I Date 1411212013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (16 New Existin Altered Removed Volume Year Built Unit B Unit B Existing 741 6,891 1970 v C6 Unit B Addition 92 736 Unit D Unit D Existing' 741 6,891 1970 Unit D Addition 112 896 W Fr�� v1 � 0 v >- ^� I-I W ►-a o } 00 V DATE 05-13-201.3 DRAWN BY FEP -totals 204 0 1,4821 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff, Thermostat Type Status Unit 8 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wag Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback Unit D 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered re -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Unit B Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless /with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ Unit D Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ WATER HEATING SYSTEMS System Name Ot . Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. Value Status Noritz Gas Instantaneous 1 instant Gas No Pipe insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal 01 1 lSmagGas I pre -altered for Above 1 40,0001 50 0.53 1 n/a n/a Noritz Gas Instantaneous I 1 I Instant Gas I No Pipe Insulation 11 75,000 0 0.92 n/a n/a Altered MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PiPING Control Hot Water Piping Length ft Q iu vi ¢ System Name Pipe Length Pipe Diameter Insul. Thick. oty. HP Plenum Outside Buried ❑ 0 11 EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013-04-12714:13:35 ID: 21203780 R Pa2e 9 of 15 PERMIT # BUTTE COUNTY OEVELOPMENT SERVICES SHEET FOR C D FCOLIANCE T=2411111MI'a" DA t BY -4- p r Loco v C6 e? E C Ol E' E ^ o L° a PERMIT # BUTTE COUNTY OEVELOPMENT SERVICES SHEET FOR C D FCOLIANCE T=2411111MI'a" DA t BY -4- MO l� W Fr�� v1 � 0 v >- ^� I-I W ►-a o } 00 V DATE 05-13-201.3 DRAWN BY FEP PERMIT # BUTTE COUNTY OEVELOPMENT SERVICES SHEET FOR C D FCOLIANCE T=2411111MI'a" DA t BY -4- CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name B & D Duplex Gridley Farm Labor Housing Building Type RI Single Family ❑ Addition Alone ❑ Multi Family is Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION Floor Area 833 ENGINEERING CHECKS System Name Zone Name New Floor Area ft Existing A Removed t Altered d e Rem ve Volume Year Built Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 972 8,935 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,573 PEAK COIL HTG. PEAK Heating System 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. Latent CFM Sensible Output perSystem 18,000 443 312 13,448 Total Output Stuh 18,000 §150(e)2: Continuous burning pilot lights and the use of Indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Output Btuh/s ft 21.6 612 Cooling System (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and 0 Output perSystem 18,000 0 0 0 Total Output Btuh 18,000 443 -597 Total Output ons 1.5 612 Total Output Btuh/s ft 21.6 597 Total Output s ft/Ton 555.3 14,075 Air System 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. lines includes a vapor retardant or is enclosed entirely in Total Output (Btuh/s ft) 21.1 CFM erSystem 1,200 Totals 1 2041 0 1,482 01 1 HVAC SYSTEMS Heat Pump 12,672 3,802 10,632 10,632 Jan 1 AM System Name Qty. He ting Type_ Min. Eff. Cooling Type Min. Ell. Thermostat Type Status Airflow cfm/Ton 800.0 HVAC EQUIPMENT SELECTION Outside Air % 0.0% Total Adjusted System Output 1 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfr6.ls ft 0,00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F - Heating Coil Supply Fan 1,200 cfm 110a F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78164 OF 78 / 63 OF 69 160 OF 69 / 60 OF Cooling Coil Supply Fan 69 ! 60 OF 1,200 cfm- 44.8 % ROOM =1r 78 / 63 OF A 4 EnergyPro 5.1 byEnergySoft User Number. 3119 RunCode: 2013.04-12714:13:35 ID: 212037BD(R) Page 14 of 15 Total Adjusted System Output 12,780 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,703 Aug 3 PM HVAC DISTRIBUTION Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRiCS S stem Name Heating Cooling Duct Duct Location R -Value Ducts Tested? Status 70 OF 110 OF 110 OF Heating Coil Supply Fan 1,200 cfm _ 110 OF ROOM I 70 °F ❑ 101/71°F Outside Air_= 0 cfm 79 / 64 OF 13 EnergyPro 5.1 by EnergySoff User Number., 3119 RunCode: 2013-04-12T14:13:35 iD: 212037BD(R) Page 15 of 15 WATER HEATING SYSTEMS 5 stem Name Qty. Type Distribution Rated input Btuh TankEEnergy Cap. al Standby Loss or Pilot Ext. Tank Insul. R- Value Status Existing Standard 50 gal o i Small Gas pre -altered forAbove 40,000 50 rVa n/a MULTIFAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control - Hat Water Piping Length ft a 0 ¢ - System Name Pipe length Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried a EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T14:13:35 ID: 212037BD R Page 10 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Projcct Name B & D Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Unit B 1 R -ALT Form) shall supersede the items marked with into theP ermit documents, and the applicable features shall be considered by all parties as minimum component performance Floor Area 833 ENGINEERING CHECKS Building Envelope Measures: SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 972 8,935 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,573 PEAK COIL HTG. PEAK Heating System 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. Latent CFM Sensible Output perSystem 18,000 443 312 13,448 Total Output Stuh 18,000 §150(e)2: Continuous burning pilot lights and the use of Indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Output Btuh/s ft 21.6 612 Cooling System (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and 0 Output perSystem 18,000 0 0 0 Total Output Btuh 18,000 443 -597 Total Output ons 1.5 612 Total Output Btuh/s ft 21.6 597 Total Output s ft/Ton 555.3 14,075 Air System 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. lines includes a vapor retardant or is enclosed entirely in Total Output (Btuh/s ft) 21.1 CFM erSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,672 3,802 10,632 10,632 Jan 1 AM Airflow cfm/s ft 1.44 EnergyPro 5.1 by EnergySoff User Number. 3119 RunCode: 2013.04-12T14:13:35 to: 212037BD(R) Page 11 of 15 Airflow cfm/Ton 800.0 HVAC EQUIPMENT SELECTION Outside Air % 0.0% Total Adjusted System Output 1 12,672 3,802 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfr6.ls ft 0,00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F - Heating Coil Supply Fan 1,200 cfm 110a F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78164 OF 78 / 63 OF 69 160 OF 69 / 60 OF Cooling Coil Supply Fan 69 ! 60 OF 1,200 cfm- 44.8 % ROOM =1r 78 / 63 OF A 4 EnergyPro 5.1 byEnergySoft User Number. 3119 RunCode: 2013.04-12714:13:35 ID: 212037BD(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -113 Date Project Name 4/12/2013 B & D Duplex Gridley Farm Labor Housing NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - an asterisk (*) below. This Mandatory Measures Summary shall be incorporated 1 R -ALT Form) shall supersede the items marked with into theP ermit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between condi'Vored and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 a . 117: Exterior doors and windows are weather -stet ed; alljoints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the §118(i): installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *.41 50(d): Minimum R-13 insulation in raised wood-irame floor orequivalent U -factor. 150 f : Air retarding wrap is tested labeled, and installed accordinq to ASTM Ell 677-95(2000) when s ecified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permAnch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 a 1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. have outside air intake, which is at least six square inches in area and is §150(e)1 B: Masonry or factory -built fireplaces a combustion equipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of Indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: is and all other regulated §110-§113: HVAC equipment, water heaters, showerheads, rause 9 appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve and recirculation loop connection requirements of § 113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or coolino loads are calculated in accordance with ASHRAE, SMACNA or ACOA. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). Energy Factor no greater than the federal minimal standard are externally wrapped 662 §1500)1A: Storage gas water heaters rated with an Cooling System with insulation having an installed thermal resistance of R-12 or greater. §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water 0 tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the 0 tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of 0 recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, ch;lled water, or brine lines),and piping insulated between heating source and indirect hot 597 water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronle heating systems or hot water systems >15 psi, meets the requirements of Standards Table -597 123-A. 662 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. lines includes a vapor retardant or is enclosed entirely in Total Output (Btuh/s ft) 21.1 §150(j)3A: Insulation for chilled water piping and refrigerant suction luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a conditioned space. 13,280 150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Air System EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:13:35 !D: 212037BD(R) Page 12 of 15 EnergyPro 5.1 by EnergySoff User Number. 3119 RunCode: 2013.04-12T14:13:35 to: 212037BD(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Project Name B & D Duplex Gridley Farm Labor Housing B & D Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Unit D §150(m)1: All air -distribution system ducts and plenums installed, are sealed and Insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- Floor Area 853 ENGINEERING CHECKS used to seal o enin s greater than 114 inch, the combination of mastic and either mesh or tape shall be used SYSTEM LOAD sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may Number of Systems 1 COIL CFM Total Room Loads 1,255 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 18,000 11,360 439 319 13,743 Total Output (Btuh) 18,000 0 and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. Output Btuh/s ft 21.1 662 625 Cooling System 01 0 Output perSystem 18,000 0 01 0 0 Total Output Btuh 18,000 597 439 -597 Total Output ons 1.5 662 625 Total Output (Btuh/s ft) 21.1 sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a Total Output s f rron 568.7 13,280 14,396 Air System EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:13:35 !D: 212037BD(R) Page 12 of 15 CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,780 3,703 10,632 10,632 Jan 1 AM Airflow cfmis ft) 1.41 Airflow cfm/Ton) 800.0 Outside Air % 0.0% Total Adjusted System Output 12,780 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,703 Aug 3 PM Outside Air (cfm/s ft) 0.00 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRiCS Airstream Temperatures at Time of Heating Peak) 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 OF Heating Coil Supply Fan 1,200 cfm _ 110 OF ROOM I 70 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 101/71°F Outside Air_= 0 cfm 79 / 64 OF 79/63°F 69/60°F 69/60°F -i: Cooling Coil Supply Fan 70 / 60 OF 1,200 cfm 44.7% ROOM ' 78163 OF EnergyPro 5.1 by EnergySoff User Number., 3119 RunCode: 2013-04-12T14:13:35 iD: 212037BD(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name I Date B & D Duplex Gridley Farm Labor Housing 1411212013 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and Insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal o enin s greater than 114 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used In combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)B: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between -dampers. §150(m)9: Insulation shall be protected from damage, Including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating Instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run on, Burin off-peak electric demand periods. §150(p): Residential pool systems ore ui ment meet the pump sizing, flow rate, Eiping, filters, and valve -requirements of §150(p). Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained In Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)B: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:13:35 !D: 212037BD(R) Page 12 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date B & D Duplex Gridley Farm Labor Housing 4/12/2013 §150(k)10: Permanently installed luminaires In bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be, high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shalt be allowed provided that they are controlled by a manual on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not requires: to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (iC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunalre is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCE=PTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k}15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoff User Number. 3119 RunCode: 2013-04-12714:13.35 ID: 212037BD(R) Page 13 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT�t� BY ) co ° - �E Q CU Ch ..: LI 4- BUILDING ENERGY ANALYSIS REPORT PROJECT: C & C Duplex Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: . 212037C(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -- www.energysoft.com. EnergyPro 5.1 by Energ Soft User Number. 3119 RunCode: 2013.04.12714:15.44 iD. 212037C(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type El Single Family ❑ Addition Alone Date 1411212013 C & C Duplex Gridley Farm Labor Housing ❑ Multi Family 2 Existing+ Addition/Alteration INSULATION Construction Type ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Marvin Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 79.45 36.93 42.53 36.69 42.76 35.87 43.59 36.86 42.59 Space Cooling 70.97 28.56 42.41 31.24 39.73 29.67 41.30 32.26 38.71 Fans 15.09 7.46 Z63 8.07 7.02 7.71 7.38 8.29 6.80 Domestic Hot Water 37.59 18.31 19.28 18.31 19.28 18.31 19.28 18.31 19.28 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 203.10 .91.25 111.86 94.30 108.80 91.55 111.56 95.72 • 107.38 Percent Better Than Standard: 55.1% 53.6% 54.9% 52.9% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2.00 (N) 567 64 Fuel Available at Site: Nafural Gas (E) 207 36 Raised Floor Area: ;, 0 (S) 663 62 Slab on Grade Area: 1,666 (VV) 311 36 Average Ceiling Height: 9.2 Roof 1,666 0 Fenestration Average U -Factor: 0.33 TOTAL: 198 Avera a SHGC: 0.24 Fenestration/CFA Ratio: 11.9% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed windows/doors. 2. Existing Wall U -Factor greater than vintage default note Is because the existing wall was correctly modeled as an 8" CML` = 0.53 and the virteg-. default wall in Table 3-2 is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 Interior and R-6.5 Exterior, • 2x4 Demising or Fill in = R-13; Existing insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83; Addition Attic R-19 with CRRC Roof 0.65/0.83 4. Existing Wap Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatM.axx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE Left (E) 37.3 1.280 This certificate of compliance lists the building features and specifications needed Removed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the 0.21 none none Bug Screen Efficiency Standards of the California Code of Regulations. Left (E) 17.8 1.250 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY , .J 7`„r�4/122013 Laguna Way Jennifer Ferris Address 3713 Name 1J City/St e/ZiSacramento, CA 95664 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 71012th Street Name Ms. Patricia Barnard City/State2ip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date Right (W) 16.0 0.310 En, Pro 5.1 by EnemySoff User Number 3119 RunCode: 2013-04-12T14:15.44 ID: 212037C(R) Page 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name C & C Duplex Gridley Farm Labor Housing Project Address 850 E. Gridley Road Gridley Building Type O Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition CA Climate Zone 11 1,666 184 Date 411212013 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features (see Part 2 of 5) Status Wall Solid Unit Masonry None 1,086 Ext --R-6.5 Int --R-13.0 Altered Door Opaque Door None 40 Altered Wall Solid Unit Masonry None 86 Int=R-13.0 Altered Roof Wood Framed Rafter Filled 1,482 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,462 Perim = 152' Existing Wall Wood Framed R-13 104 New Wall Solid Unit Masonry None 252 Ext=R-6.5 Int=R-13.0 New Roof Wood Framed Attic R-19 184 Cool Roof New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.21 none none Bug Screen Altered Left (E) 37.3 1.280 0.80 none none Bug Screen Removed Left (E) 16.0 0.310 0.21 none none Bug Screen New Left (E) 17.8 1.250 0.80 none none Bug Screen Removed Rear (S) 22.2 0.310 0.21 none none Bug Screen New Rear (S) 40.0 0.310 0.21 none none Bug Screen Altered Left (E) 20.0 0.400 0.35 none none Bug Screen New Right (K9 37.3 1.280 0.80 none none Bug Screen Removed. Right (W) 16.0 0.310 0.21 none none Bug Screen New Right (W) 17.8 1.250 0.80 none none Bug Screen Removed Right (W) 20.0 0.400 0.35 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5 -B9 Right Unit C Door HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Left Unit C Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Right Unit C Ducted - Ducted Attic, Ceiling Ins, vented 6.0 Altered FENESTRATION SURFACE DETAILS ID ID WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe insulation Altered 1 instant Gas 0 0.92 No Pipe Insulation Altered 0 Altered NFRC Dual Low -E2 OP Left Unit C 2 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:15:44 ID: 212037C(R) Page 3 of 15 I CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -IR Project Name C & C Duplex Gridley Farm Labor Housing Building Type 0 Single Family O Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 232 0.093 None 6.5 None 113.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit C Door 20 0.500 None 1 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Left Unit C Walt 59 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit C Wal! 1 44 0.233 None 13.0 Wood 901 90 Altered 4.3.6-F3 E=4.3.5-0Left Unit C Wall 1 54 0.530 None Wal! 90 90 Remove 4.3.5-B9 Left Unit C Wall 1 253 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Left Unit C Roof 741 0.052 Filled Wall 0 22 Altered 4.2.2-A21 E=4.2.2 -A21 Left Unit C Slab 741 0.730 None Roof 0 180 Existin 4.4.7-A 1 Left Unit C Wall 52 0.102 R-13 Slab 270 90 New 4.3.1-A3 Left Unit C Wall 68 0.093 None 6.5 None 13.0 Wood 90 90 New 4.3.6-F3 Left Unit C Wall 58 0.093 None 6.5 None 13.0 Wood 1801 90 New 4.3.6-F3 Left Unit C Roof 92 0.048 R-19 Right Unit C 1 Split Heat Pump 0 22 New 4.2.1-A16 Left Unit C Slab 92 0.730 None 0 180 New 4.4.7-A1 Left Unit C Wall 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5 -B9 Right Unit C Door 20 0.500 None System Name Heating 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Right Unit C Wall 253 0.093 None 16.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 Right Unit C FENESTRATION SURFACE DETAILS ID ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Left Unit C 2 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 3 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Left Unit C 4 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 5 Window 24.01 1.280 Default - 0.80 Default 90 Removed I Single Metal Default OP Left Unit C 6 Window 16.0 0.310 NFRC 0.21 NFRC 90 New NFRC Dual Low -E2 OP Left Unit C 7 Window 13.3 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Left Unit C 8 Window 17.8 1.250 Default 0.80 Default 90 Removed Single Metal Door 12 lite Left Unit C 9 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Left Unit C 10 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Left Unit C 11 Existing 1 1.280 Default 0.80 Default I Single Metal Default OP re -altered for above 12 Window 16.01 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Left Unit C 13 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 14 Window 20.0 0.400 NFRC 0.35 NFRC 90 New NFRC Dual Low -E2 DR Left Unit C 15 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Right Unit C 16 lExisting 1.280 1 Default 0.80 Default I Single Metal Default OP pre -altered for above (1) U -Factor Type: 116-A = Default Table from Standards, NFRC a Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC - Labeled Value (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC - Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhanq Left Fin Ri ht Fin Len H t I LExt RExt Dist Len H t Dist Len Hat 1 Bug Screen 0.76 18 2 Bug Screen 0.76 19 3 Bug Screen 0.76 20 Bug Screen Bug Screen 0.76Bug 21 Bug Screen Screen 0.76 22 Bug Screen Bug Screen 0.76 23 L64 Bug Screen 0.76 24 Bug Screen Bug Screen 0.76 25 Bug Screen Bug Screen 0.76 26 10 1Bug Screen 0.76 27 11 Bug Screen 0.76 28 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.761 1 16 Bug Screen 1 0.76 EneigyPro EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013.04-12714:15:44 ID: 212037C R PaLe 7 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5)__ CF -11R. Project Name C & C Duplex Gridley Farm Labor Housing Building Type RI Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 4/1212013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,666 Addition 184 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (fe) Features (see Part 2 of 5) Status Slab Unheated Slab -on -Grade None 184 Perim = 49' New Wood 2701 90 Altered 4.3.6-F3 E=4.3.5 -B9 Right Unit C Wan 44 0.233. None 13.0 Wood 2701 90 Altered 4.3.6-F3 E=4.3.5-89 Right Unit C Wall 54 0.530 None 270 90 Remove 4.3.5-B9 Right Unit C Roof 741 0.052 Filled 0 22 Altered 4.2.2-A21 (E=4.22 -A21 Right Unit C FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status 741 0.730 None 0 180 Existing 4.4.7-A i Right Unit C Wal! 52 0.102 R-13 270 90 New 4.3.1-A3 Right Unit C Wall 58 0.093 None 16.5 None 113.0 Wood 180 90 New 4.3.6-F3 Right Unit C Wall 68 0.093 None 6.5 Norte 13.0 Wood 270 90 Now 4.3.6-F3 Ri ht Unit C Roof 92 0.048 R-19 HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status Right Unit C Slab 92 0.730 None 0 180 New 4.4.7-A1 Right Unit C HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status System Name City. Healing Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Left Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Right Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered re -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013.04-12714:15:44 1D: 212037C(R) Page 4 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name C & C Duplex Gridley Farm Labor Housing Building Type m Single Family ❑ Addition Alone o Multi Family M Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. Surface Type Area U- Insulation Joint Appendix Factor Cavit Exterior Frame Interior Frame Azm I Tilt Status 4 Location/Comments Wall 59 0.093 None 6.5 None 13.0 Wood 2701 90 Altered 4.3.6-F3 E=4.3.5 -B9 Right Unit C Wan 44 0.233. None 13.0 Wood 2701 90 Altered 4.3.6-F3 E=4.3.5-89 Right Unit C Wall 54 0.530 None 270 90 Remove 4.3.5-B9 Right Unit C Roof 741 0.052 Filled 0 22 Altered 4.2.2-A21 (E=4.22 -A21 Right Unit C Slab 741 0.730 None 0 180 Existing 4.4.7-A i Right Unit C Wal! 52 0.102 R-13 270 90 New 4.3.1-A3 Right Unit C Wall 58 0.093 None 16.5 None 113.0 Wood 180 90 New 4.3.6-F3 Right Unit C Wall 68 0.093 None 6.5 Norte 13.0 Wood 270 90 Now 4.3.6-F3 Ri ht Unit C Roof 92 0.048 R-19 0 22 New 4.2.1-A 16 Right Unit C Slab 92 0.730 None 0 180 New 4.4.7-A1 Right Unit C System Name City. Healing Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Left Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback Right Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered re -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback a «. ,. . HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Left Unit C Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered FENESTRATION SURFACE DETAILS ❑ Right Unit C Ducted Ducted I Attic, Ceiling Ins, vented 6.01 ID I Type Area LI -Factor' SHGC Azm Status Glazing T e Location/Comments 17 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Right Unit C 18 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 19 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Right Unit C 20 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 21 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Right Unit C 22 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 23 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Right Unit C 24 Window 24.0 i 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Right Unit C 25 Window 16.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP Right Unit C 26 Window 17.8 1.250 Default 0.80 Default 270 Removed Single Metal Door 12 lite Right Unit C 27 Window 13.31 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Right Unit C 28 Window 20.0 0.400 NFRC 0.35 NFRC 270 New NFRC Dual Low -E2 DR Right Unit C Pipe Length Pipe Diameter Insul. Thick. City. HP Plenum Outside Buried SHEET (1) U -Factor Type: 116-A = Default Table from Standards, NFRC a Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC - Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Overhanq Left Fin Ri ht Fin Len Hq. t LEA RExt Dist I Len H t Dist I Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 Page 9 of 15 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 EneigyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-127'14:15:44 iD: 212037P(R) Page 8 of 15 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name C & C Duplex Gridley Faun Labor Housing Building Type m Single Family ❑ Addition Alone 1 ❑ Multi Family m Existing+ Addition/Alteration Date 411212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a to storage has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall B WALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall RWALL e/a to storage has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL Id has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. The Roof R-19 Roof Attic CRRC Reflectance = 0. 65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Right Unit C Addition 92 736 N T r 9 Qy C Cd r-0 E 6-x-3 Ene Pro 5.1 b Ene Soft User Number. 3119 RunCode: 2013.04.12714:15:44 ID: 212037C R Pace 5 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name C & C Duplex Gridley Farm Labor Housing Building Type m Single Family ❑ Addition Alone ❑ Multi Family 2 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area f New Existing Altered Removed Volume Year Built Left Unit C Left Unit C Existing 741 6,891 1970 Left Unit C Addition 92 736 Right Unit C Right Unit C Existing 741 6,891 1970 Right Unit C Addition 92 736 N T r 9 Qy C Cd r-0 E 6-x-3 0 V 1 N Totals i 1841 01 1,482 0 HVAC SYSTEMS System Name City. Healing Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Left Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback Right Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered re -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback a «. ,. . HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Left Unit C Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ Right Unit C Ducted Ducted I Attic, Ceiling Ins, vented 6.01 ❑ Altered re -altered for above Ductless /with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ ❑ WATER HEATING SYSTEMS S stem Name City. Type Distribution Rated input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Moritz Gas Instantaneous 1 instant Gas No Pipe Insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal0 1 Small Gas pre -altered tbrAbove 40,000 50 0.53 n/a n/a Noritz Gas Instantaneous I 1 Instant Gas I No Pipe insulation 1 175,0001 0 1 0.92 1 n/a I n/a Altered MULTI -FAMILY WATER HEATING O DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft : O ¢ System Name Pipe Length Pipe Diameter Insul. Thick. City. HP Plenum Outside Buried SHEET EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:15.44 ID: 212037C(R) Page 9 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES EVIEWA D COMPLIANCE 0000 T 0 LO co .'- T 0 N T r 9 Qy C Cd r-0 E 6-x-3 0 0 E" I V V 1 N W F--1 a «. ,. . I-� Li W ►-a O L0 w♦ V DATE 05-13-201.3 DRAWN BY FEP JOB 10010 SHEET CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5) CF -1 R Project Name C & C Duplex Gridley Farm Labor Housing Building Type O Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration I Date 1411212013 BUILDING ZONE INFORMATION ENGINEERING CHECKS System Name Zone Name New Floor Area ft Existinq I Altered Removed Volume Year Built Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 972 8,941 443 310 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,580T--44]3 PEAK Heating System Output per System Sensible Output per System 18,000 13,340 Total Output (Btuh 18,000 Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar Output Stuh/s ft 21.6 607 -Cooling System Total Output Tons 0 Output per System 18,000 0 Total Output Btuh 18,000 -597 Total Output ons 1.5 607 Total Output Btuh/s ft 21.6 Totals 184 0 1,482 0 HVAC SYSTEMS 555.3 System Name Qty. Heating Type Min. Elf. Cooling Type Min. Eff. Thermostat Type Status 1.44 voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,672 3,801 10,632 10,632 Jan 1 AM Airflow cfm/s ft 1.44 0.0% Alrflow cfm/Ton 800.0 HVAC DISTRIBUTION Outside Air % System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status Outside Air cfm/s f! 0.00 Note: values above iven at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F C•) - - Heating Coil Supply Fan 1,200 cfm 110 °F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak ❑ 78163 OF 69 / 60 OF 69 / 60 OF Cooling Coil Supply Fan 69160 OF 1,200 cfm 44.8% ROOM 78/63°F EnergyPro5.1 byEnergySoff WATER HEATING SYSTEMS S stem Name Qty' Type Distribution Rated input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Existing Standard 50 gal o 1 Smaf/ Gas pre -altered for Above 40,000 50 0.53 n/a n/a L0 MULTI -FAMILY WATER HEATING DETAILS 05-13-2013 HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft) o ro v ¢ - System Name Pipe Length Pipe Diameter Insula Thick. Qty. HP Plenum Outside Buried ❑ ❑ ❑ EnergyPro 5.1 by Ener gySoft User Number. • 3119 RunCode: 2013-04-12714:15:44 ID: 212037C R Page 10 of 15 MVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name C & C Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Left Unit C 4/12/2013 Floor Area 833 ENGINEERING CHECKS 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 972 8,941 443 310 Return Vented Lighting 0 Return Air Ducts 521 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 521 TOTAL SYSTEM LOAD 10,580T--44]3 PEAK Heating System Output per System Sensible Output per System 18,000 13,340 Total Output (Btuh 18,000 Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar Output Stuh/s ft 21.6 607 -Cooling System Total Output Tons 0 Output per System 18,000 0 Total Output Btuh 18,000 -597 Total Output ons 1.5 607 Total Output Btuh/s ft 21.6 contained in Table 150-C and Is not a low efficacy luminaire asspecified by §150(k)2. Total Output s ftrron 555.3 13,958 Air System 1.44 voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,672 3,801 10,632 10,632 Jan 1 AM Airflow cfm/s ft 1.44 0.0% Alrflow cfm/Ton 800.0 illuminated cabinet. Outside Air % 0.0% Total Adjusted System Output 12,672 3,801 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfm/s f! 0.00 Note: values above iven at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F C•) - - Heating Coil Supply Fan 1,200 cfm 110 °F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 78/64°F 78163 OF 69 / 60 OF 69 / 60 OF Cooling Coil Supply Fan 69160 OF 1,200 cfm 44.8% ROOM 78/63°F EnergyPro5.1 byEnergySoff User Number- 3119 RunCode: 2013-04.12714:15:44 ID:212037C(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF -1 R Project Name Date C & C Duplex Gridley Farm Labor Housing 4/12/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicablesections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulatinq Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§150(d): Minimum R-13 Insulation in raised wood -frame floor orequivalent U -factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed In Climate Zones 14 or 16, §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no qreater than 2.0 permlinch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Healing and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, Pump isolation valve and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or coolingloads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500}1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value Is indicated on the exterior of the tank. §1500}2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe Insulation for steam hydronle heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. _§150(j)3A: Insulation is protected from dama a including that due to sunlight, moisture equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 1500)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number. • 3119 RunCode: 2013-04-12T14:15:44 ID: 212037C(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name C & C Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Right Unit C 4/12/2013 Floor Area 833 ENGINEERING CHECKS 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Total Room Loads 1,252 11,332 443 310 13,340 Return Vented Lighting 0 Return Air Ducts 661 607 Return Fan 0 0 Ventilation 0 0 0 0 0 Supply Fan 597 -597 Supply Air Ducts 661 607 . TOTAL SYSTEM LOAD 13,250 443 13,958 Heating System contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area Output per System 18,000 Total Output Bluh 18,000 Output Btuh/s ft 21.6 Cooling System Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar Output per System 18,000 Total Output Stuh 18,000 Total Output Tons 1.5 Total Output Btuh/s it 21.6 Total Output s ft/Ton 555.3 Air System 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow(cfm)_1,200 contained in Table 150-C and Is not a low efficacy luminaire asspecified by §150(k)2. Heat Pump 12,778 3,705 §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 10,632 Airflow cfm/s ft) 1.44 voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)B: Lighting integral to exhaust fans, in rooms other than kitchens shall meet the applicable requirements of §150(k), Alrflow cfm/Ton 800.0 EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 1112 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 500/:', high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed Outside Air % 0.0% Total Adjusted System Output 12,778 3,705 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM illuminated cabinet. 10,632 Outside Air cfm/s ft 0,00 Note: values above given at ARI conditions F Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F O Heating Coil Supply Fan 1,200 cfm110 °F FROOM 70 OF 4 COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 79 / 64 OF 79163 °F 69 / 60 OF 69160 OF •_ Cooling Coil Supply Fan 70160 °F 1,200 cfm 44.8% ROOM 78163 OF Energyft E i by EnergySoft User Number: 3119 RunCode: 2013-04.12T14:15:44 ID: 212037C(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date C & C Duplex Gridley Farm Labor Housing 4/12/2013 O §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §I50(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause deciradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation Is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or ro rammed to run only during off-peak electric demand periods. . 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping,- filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and Is not a low efficacy luminaire asspecified by §150(k)2. §1150(k)3: The watts a of permanentlyInstalled luminaires shall be determined ass ecifled by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)B: Lighting integral to exhaust fans, in rooms other than kitchens shall meet the applicable requirements of §150(k), 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 1112 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 500/:', high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor.. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:15:44 ID: 212037C(R) Page 12 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date C & C Duplex Gridley Farm Labor Housing 4/12/2013 O §150(k)l0: Permanently installed luminaires In bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently Installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance Insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise res€dential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently Installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131, 134 and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that the are controlled by an occupant sensors certified to comply with the applicable requirements of §119. EnergyPro5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T14:15:44 ID: 212037C(R) Page 13 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO COMPLIANCE � BY SHEET CI) O t!} a da r ,� G7 m E 0= U�ryry r- cc SHEET CI) O U�ryry U 1 N H 0 F�1 L0 00U t� DATE 05-13-2013 DRAWN BY FEP JOB 10010 SHEET BUILDING ENERGY ANALYSIS REPORT PROJECT: D & C Duplex Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037DC(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySolt, LLC -www.energysoft.com. Energ Pro 5.1 byEnerg Soft User Number. 3119 RunCode:2013-04-12T74:17:54 10: 212037DC(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Bullding Type P Single Family ❑ Addition Alone Date D & C Duplex Gridley Farm Labor Housing ❑ Multi Family B Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TD V kgtu/ft2- r North East South West Space Heating 79.49 37.12 42.36 37.09 42.40 36.04 43.45 37.31 42.17 Space Cooling 71.09 28.52 42.57 31.29 39.80 29.56 41.53 32.24 38.85 Fans 15.11 7.44 7.66 8.07 Z04 7.68 7.43 8.28 6.83 Domestic Hot Water 37.24 18.18 19.06 18.18 19.06 18.18 19.06 18.18 19.06 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 202.92 91.27 111.65 94.63 108.29 91.45 111.47 96.01 106.91 Percent Better Than Standard: 55.0% 63.4% 54.9% 52.7% BUILDING COMPLIES - NO HERS VERIFiCATION REQUIRED Fenestration Building Front Orientation: An Four orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 2.00 (N) 639 64 Fuel Available at Site: Natural Gas (E) 205 _ 36 Raised Floor Area: 0 (S) 701 62 Slab on Grade Area: 1,686 I'm 259 36 Average Ceiling Height: 9.1 Roof 1,686 0 Fenestration Average U -Factor: 0.33 TOTAL: 198 Average SHGC: 0.24 Fenestration/CFA Ratio: 11.8% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed windows/doors. 2 Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 /s 0.356. 3. Altered Walls = 8'CMU Furred with R-13 Interior and R-6.5 Exterior; 2x4 Demising or Fill in = R-13; Existing insulated Rafter with new CRRC Certifie - Certified Roof. Reflectance 0.65; Emlttance - 0.83: Addition Attic R-19 with CRRC Roof 0.65/0.83 4. Existing Wall Fumace/Evap.Coolerto be altered with Variable Refrigerant Flow Heat Pumps with multiple airhandlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard Suncoaf.MaxxlArgon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual tow -E2 for Patio Doors= 0.40/0.35 STATEMENT OF COMPLIANCE Right (tM 17.8 1.250 This certificate of compliance lists the building features and specifications needed Right (1M 37.3 1.280 to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Right (WM 16.0 0.310 Efficiency Standards of the California Code of Regulations. Right (149 20.0 0.400 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Address 3713 Laguna Way Name Jennifer Ferris �1 )t4rr� 4/122013 City/State/ZipCilyOate/Zlp Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address , 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date Unit D Ducted Ene Pro 5.1 b Ene Soft User Number 3119 RunCode: 2013-04-12T14:17.54 iD: 212037DC R Pa e 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Building Type 2 Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration 1411212013 Date Project Address 850 E. Gridley Road Gridley California Energy ClimateZone CA Climate Zone 11 Total Cond. Floor Area 1,686 Addition 204 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features (see Part 2 of 5) Status Wall Solid Unit Masonry None 1,088 Ext=R-6.5 Int=R-13.0 Altered Door Opaque Door None 40 Altered Wall Solid Unit Masonry None 84 lnt=R-13.0 Altered Roof Wood Framed Rafter Filled 1,482 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,482 Perim = 151' Existing Wall Wood Framed R-13 124 New Wall Solid Unit Masonry None 270 Ext=R-6.5 int=R-13.0 New Roof Wood Framed Attic R-19 204 Cool Roof New FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Front (N) 64.0 0.310 0.21 none none Bug Screen Altered Left (E) 40.0 1.280 0.80 none none Bug Screen Removed Left (E) 16.0 0.310 0.21 none none Bug Screen New Left (E) 17.8 1.250 0.60 none none Bug. Screen Removed Rear (S) 22.2 0.310 0.21 none none Bug Screen Now Rear (S) 40.0 0.310 0.21 none none Bug Screen Altered Left (E) 20.0 0.400 0.35 none none Bug Screen New Right (tM 17.8 1.250 0.80 none none Bug Screen Removed Right (1M 37.3 1.280 0.80 none none Bug Screen Removed Right (WM 16.0 0.310 0.21 none none Bug Screen New Right (149 20.0 0.400 0.35 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered Wall 76 0.093 None 16.5 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Unit D Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered Unit C Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered 0.730 None Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback 0 180 New 4.4.7-A1 Unit D WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe insulation Altered 1 Instant Gas 0 0.92 No Pipe Insulation Altered 20 0.500 None - - 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Unit C Wall 2531 Energ Pro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T14:17:54 ID: 212037DC(R) Page 3 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Building Type CEJ Single Family ❑ Addition Alone ❑ Multi Family 63 Existing+ Addition/Alteration I Date 4/1212013 OPAQUE SURFACE DETAILS Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame I Interior Frame Azm I Tilt Status 4 Location/Comments Wall 232 0.093 None 6.5 None 13.0 Wood 01 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Door 20 0.500 None Wall 0 90 Altered 4.5.1-A4 E=4.5.1 -A4) Unit D Wall 61 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit D Wall 54 0.530 1 None 741 90 90 Remove 4.3.5-B9 Unit D Wall 40 0.233 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5-0Unit D Wail 253 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5-0Unit Roof 741 0.052 Filled 0.093 None 6.5 None 13.0 0 1 22 Altered 4.2.2-A21 (E=4.2.2 -A21 Unit Slab 741 0.730 None 01 22 New 4.2.1-A16 Unit C 0 180 Existin 4.4.7-A1 Unit D Wall 72 0.102 R-13 0 90 New 4.3.1-A3 Unit D Wall 68 0.093 None 6.5 None 13.0 Wood 90 90 New 4.3.6-F3 Unit D Wall 76 0.093 None 16.5 None 13.0 Wood 180 90 New 4.3.6-F3 Unit D Roof 112 0.048 R-19 HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value 1 0 22 New 4.2.1-A16 Unit D Slab 112. 0.730 None Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback 0 180 New 4.4.7-A1 Unit D Wal! 232 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-173 E=4.3.5-89 Unit C Door 20 0.500 None - - 0 90 Altered 4.5.1-A4 E=4.5.1 -A4 Unit C Wall 2531 0.093 None 6.5 None 13.0 Wood 180 90 lAftered 4.3.6-173 E=4.3.5-89 Unit C FENESTRATION SURFACE DETAILS 18 ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual tow -E2 OP Unit D 2 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 3 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit D 4 lExIsting 1.280 Default 0.60 Default Single Metal Default OP pre -altered for above 5 Window 24.0 1.280 Default 0.80 Default 1 90 Removed Single Metal Default OP Unit D 6 Window 16.0 0.310 NFRC 0.21 NFRC 90 New NFRC Dual Low -E2 OP Unit D 7 Window 16.0 1.280 Default 0.80 Default 90 Removed Single Metal Default OP Unit D 8 Window 17.8 1.250 Default 0.80 Default 90 Removed Single Metal Door 12 lite Unit D 9 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Unit D 10 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit D 11 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 12 Window 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit D 13 Existing 1.280 Default 0.80 Default Single Meta! Default OP pre -altered for above 14 Window 20.0 0.400 NFRC 0.35 NFRC 90 New NFRC Dual Low -E2 DR Unit D 15 Wndow 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit C 16 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS 0.76 ID Exterior Shade Type SHGC Window H t Wd Overhang Left Fin Ri ht Fin Len H t LExt REA Dist Len H t Dist I Len H t 1 Bug Screen 0.76 21 2 Bug Screen 0.76 22 Bug Screen 3 Bug Screen 0.76 Bug Screen 0.76 4 18ug Screen 0.76 0.76 5 JBug Screen 0.76 25 6 IBug Screen 0.76 27 Bug Screen 7 JBug Screen 0.76 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 User Number., 3119 RunCode: 2013-04-12714:17:54 JD: 212037DC(R) Page 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 JBug Screen 0.76 15 lBug Screen0.76 16 lBug Screen 0.76 Ene Pro 5.1 by EnergySoft User Number.• 3119 RunCode: 2013.04-12T14:17:54 ID: 212037DC(R) Page 7 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Building Type C Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 4/12/2013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,686 Addition 204 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ©No HERS Measures --If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 204 Perim = 54' New Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit C Wall 44 0.233 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit C Roof 1 741 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2.A21 Unit C Slab 741 0.730 None 0 180 Existing 4.4.7-A1 Unit C Wall FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status 1 270 90 New 4.3.1-A3 Unit C Wall 58 0.093 None 6.5 INone 13.0 Wood 180 90 New 4.3.6-F3 Unit C Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit C Roof 92 0.048 R-19 01 22 New 4.2.1-A16 Unit C Slab 92 0.730 None 0 180 New 4.4.7-A1 Unit C Totals 2041 51 1,482 0 HVAC SYSTEMS HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status System Name City. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Unit D 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65%AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump ' 13.0 SEER Setback Altered re -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback WATER HEATING Ot . Type Gallons Min. Eff Distribution Status FENESTRATION SURFACE DETAILS ID I Type Area UI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:17:54 10: 212037DC(R) Page 4 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Bullding Type m Single Family D Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. Surface Type Area U- insulation Joint Appendix , Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments well 54 0.530 None 270 90 Remove 4.3.5-B9 Unit C Wall 59 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit C Wall 44 0.233 None 13.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 Unit C Roof 1 741 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2.A21 Unit C Slab 741 0.730 None 0 180 Existing 4.4.7-A1 Unit C Wall 52 0.102 1 R-13 1 1 270 90 New 4.3.1-A3 Unit C Wall 58 0.093 None 6.5 INone 13.0 Wood 180 90 New 4.3.6-F3 Unit C Wall 68 0.093 None 6.5 None 13.0 Wood 270 90 New 4.3.6-F3 Unit C Roof 92 0.048 R-19 01 22 New 4.2.1-A16 Unit C Slab 92 0.730 None 0 180 New 4.4.7-A1 Unit C Totals 2041 51 1,482 0 HVAC SYSTEMS System Name City. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Unit D 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65%AFUE Split Air Conditioner 13.0 SEER Setback Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump ' 13.0 SEER Setback Altered re -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback FENESTRATION SURFACE DETAILS ID I Type Area UI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 lWndow 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP Unit C 18 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 19 Wndow 16.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit C 20 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 21 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP Unit C 22 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 23 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP Unit C 24 Window 17.8 1.250 Default 0.80 Default 270 Removed Single Metal Door 1/2 lite Unit C 25 Window 13.3 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Unit C 26 Window 24.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP Unit C 27 Window 16.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP Unit C 28 Window 20.0 0.400 NFRC 0.35 NFRC 270 New NFRC Dual Low -E2 DR Unit C 0.92 Na n/a Altered MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length N ¢ (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Pipe Diameter. ID Window Exterior Shade Type SHGC H t Wd Ove hanq Left Fin Ri ht Fin Len HM I LExt I RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 25 Bu Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:17:54 JD: 212037DC(R) Page Energypro 5.1 by En ergySoft User Number 3119 RunCode: 2013-04-12T14:17:54 ID: 212037DC(R) Page 8 of 15 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project NameBuilding D & C Duplex Gridley Farm Labor Housing Type ® Single Family ❑ Addition Alone ❑ Multi Family 12 Existing+ Addition/Alteration Date 4/12/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wal! LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL /d has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall LWALL e/a to storage has a (.1 -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall S WALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall RWALL e/a to storage has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall berated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. The Roof R-19 Roof Attic CRRC Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. [2 . ..... . . r, W -0 s .,. :R Ene rgyPro 5.1 by Ener Soft User Number. 3119 RunCode: 2013-04-12T14:17:54 ID: 212037DC(R) Page 5 of 15 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Building Type � Single Family Addition Alone ❑Addi ❑ Multi Family 0 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION O System Name Floor Area ft Zone Name New Existinq Altered Removed Volume Year Built Unit D Unit D Existing 741 6,891 1970 Unit D Addition 112 896 Unit C Unit C Existing 741 6,891 1970 Unit C Addition 92 736 � C . [2 . ..... . . r, W -0 s .,. :R U t N w Totals 2041 51 1,482 0 HVAC SYSTEMS System Name City. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Unit D 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65%AFUE Split Air Conditioner 13.0 SEER Setback Unit C 1 Split Heat Pump 7.70 HSPF Split Heat Pump ' 13.0 SEER Setback Altered re -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION System Name Duct Heating Cooling Duct Location R -Value Ducts Tested? Status Unit D Ducted Ducted Attic, Ceiling ins, vented 6.0 0 Altered pre -altered for above Ductless /with Fan Ducted Attic, Ceiling ins, vented 4.2 ❑ Unit C Ducted Ducted Attic, Ceiling ins, vented 6.0 ❑ Altered re -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 13r ❑ WATER HEATING SYSTEMS :;7 S stem Name City. TyRe Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Moritz Gas Instantaneous 1 instant Ges No Pipe Insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal o 1 1 Small Gas pre -altered for Above 40,000 50 0.53 Na n/a Noritz Gas Instantaneous 1 instant Gas No Pipe Insulation 175,000 0 0.92 Na n/a Altered MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length N ¢ System Name Pipe Length Pipe Diameter. insul. Thick. Oty. HP Plenum Outside Buried 13 EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12714:17:54 JD: 212037DC(R) Page 9 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEVAJ.E.D FOR. COD COMPLIANCE DA I I BY IV ii DRAWN BY FEP JOB 10010 SHEET 1 -IT- w = 11 O o� � C'3 co; 0.7c- c tri � C . [2 . ..... . . r, W -0 s .,. :R DRAWN BY FEP JOB 10010 SHEET 1 -IT- w = 11 O U U t N w ®MM F� h� :;7 q� Ids! �l C) x DATE 05-13-2013 DRAWN BY FEP JOB 10010 SHEET 1 -IT- w = 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. System Name Zone Name New Floor Area it Existing Altered Removed Volume Year Built 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,180 10,727 439 319 Return Vented Lighting 0 Return Air Ducts 625 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 1 625 TOTAL SYSTEM LOAD 1 12,574 439 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. Sensible Output perSystem 18,000 13,743 Total Out ut Btuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Stuh/s ft 21.1 625 Cooling System §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output Tons 1.5 625 Total Output Btuhls ft 21.1 contained in Table 150-C and is not a low efficacy lum€nacre asspecified by § 150(k)2. Total Output s ftrron 568.7 14,396 Air System only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain'a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM perSystem 1.200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,752 3,728 10,632 10,632 Jan 1 AM -Alrflow cfm/s 1.41 ft manual -on occupant sensor. Totals 204 01 1,4821 0 Illuminated cabinet.• HVAC SYSTEMS Total Adjusted System Output 12,752 3,728 {Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3PM Outside Air cfm/s ft 0.00 System Name Qty. Heating Type Min. Elf. Cooling Type Min. Eff. Thermostat Typo Status HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F Supply Fan Heating Coil 110 °F 1,200 cfm ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 101 /71 OF Outside Air 0 cfm 78164 of 78 / 63 OF 69 / 60 OF 69160 OF `= - Cooling Coil Supply Fan 70160 OF 1,200 cfm 44.7%ROOM 78163 OF - - j EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04.12T14:17.54 iD: 212037DC(R) Page 14 of 15 HVAC DISTRIBUTION System Name Heating Cooling Duct Duct Location R -Value Ducts Tested? Status ❑ ❑ WATER HEATING SYSTEMS !nom S stem Name Ot . Type Distribution Rated Input Btuh Tank Cap. a! Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Existing Standard 50 gal o 1 Small Gas pre -altered for Above 40,000 50 0.53 n/a n/a DRAWN BY FEP TOB 10010 MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft o m o ¢ - System Name Pipe Length Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried 10 11 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12714:17:54 /D: 212037DC R Pae 10 of 15 IVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name D & C Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Unlit D Building Envelope Measures: Floor Area 853 ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,180 10,727 439 319 Return Vented Lighting 0 Return Air Ducts 625 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 1 625 TOTAL SYSTEM LOAD 1 12,574 439 PEAK Heating System 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. Sensible Output perSystem 18,000 13,743 Total Out ut Btuh 18,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Stuh/s ft 21.1 625 Cooling System §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output perSystem 18,000 0 Total Output Btuh 18,000 -597 Total Output Tons 1.5 625 Total Output Btuhls ft 21.1 contained in Table 150-C and is not a low efficacy lum€nacre asspecified by § 150(k)2. Total Output s ftrron 568.7 14,396 Air System only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain'a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM perSystem 1.200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,752 3,728 10,632 10,632 Jan 1 AM -Alrflow cfm/s 1.41 ft manual -on occupant sensor. Airflow cfm/ron 800.0 Illuminated cabinet.• Outside Air % 0.0% Total Adjusted System Output 12,752 3,728 {Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3PM Outside Air cfm/s ft 0.00 Note: values above given at ARI condillons HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F Supply Fan Heating Coil 110 °F 1,200 cfm ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 101 /71 OF Outside Air 0 cfm 78164 of 78 / 63 OF 69 / 60 OF 69160 OF `= - Cooling Coil Supply Fan 70160 OF 1,200 cfm 44.7%ROOM 78163 OF - - j EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04.12T14:17.54 iD: 212037DC(R) Page 14 of 15 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name D & C Duplex Gridley Farm Labor Housing Date 1411212013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere In the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§150(c): Minimum R-13 insulation in wood -frame wall orequivalent U-faclor. *§1 50 d : Minimum R-13 insulation In raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. §150(q): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readi!y accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pumpisolation valve and recirculation loop connection requirements of §113(c)S. §115: Continuously burning pilct lights ata proh€bited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(i)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance, and wind. §1 500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Cor oration: 1.5 EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12T14:17:54 ID: 212037DC(R) Page 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name D & C Duplex Gridley Farm Labor Housing Date 4/12/2013 System Name Unit C 1411212013 Floor Area 833 ENGINEERING CHECKS 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to `a minimum installed level of R- SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,252 11,332 443 310 Return Vented Lighting 0 Return Air Ducts 661 Return Fan 01 Ventilation 0 0 0 0 Supply Fan 597 Supply Air Ducts 661 TOTAL SYSTEM LOAD 1 13,250 443 PEAK Heating System of the ducts. Sensible Output perSystem 18,000 13,340 Total Output Btuh 18,000 Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar Output Btuhls ft 21.6 607 Cooling System required in Section 4 of that Standard. 0 Output perSystem 1000 0 Total Output Btuh 18,000 -597 Total Output (Tons) 1.5 607 Total Output (Btuhls ft) 21.6 contained in Table 150-C and is not a low efficacy lum€nacre asspecified by § 150(k)2. Total Output s ft/Ton 555.3 13,958 Air System only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain'a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM perSystem 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Heat Pump 12,778 3,705 10,632 1 10.632 Jan 1 AM Airflow cfm/s ft 1.44 manual -on occupant sensor. Airflow (cfmrron) 800.0 Illuminated cabinet.• Outside Air % 0.0% Total Adjusted System Output 12,778 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 24 OF 10-0- Outside Air 0 cfm 70 OF 70 OF 110 OF 110 OF 10 : 11 11 -��H - I I Heating Coil Supply Fan 110 °F 1,200 cfm ROOM I 70 OF j COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air 0 cfm 79164 OF 79163 OF 69 / 60 OF 7 69 f 60 OF Cooling Coil Supply Fan 70160 OF 1,200 cfm 44.8% ROOM 781 j 63 OF L I J EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013.04-12714.17:54 ID: 212037DC(R) Page 15 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date D & C Duplex Gridley Farm Labor Housing 1411212013 O §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to `a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastjc and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers, §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous Inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool.or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the Eump sizing, flow rate, piping, filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy lum€nacre asspecified by § 150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by 9130(d). I §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. i §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire'or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain'a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket, 150(k)6: Liqhting Integral to exhaust fans, in rooms other than kitchens shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 P2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of Illuminated cabinet.• EnergyPro5.1 by EnergySoft User Number., 3119 RunCode: 2013.04-12714:17:54 ID: 212037DC(R) Page 12 of 15 , MANDATORY MEASURES SUMMARY: Residential (Page 3 of'MF-1 R Project Name Date D & C Duplex Gridley Farm Labor Housing 4/12/2013 O §150 k 10: Permanently installed luminaires in bathrooms attached and detached garages, laundryrooms closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy lulmna€res. EXCEPTION 1: Permanently Installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumlunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the lumina€re to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d), §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable -requirements of Sections 130, 131, 134 and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04.12714:17:54 iD: 212037DC(R) Page 13 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODrtCOMPLIANCE DA t l BY� r ...... t:.x ..,.. ,... O Q .r T y � co C6 Lq w LO b w 4> Cp (�� Lam) E c . U nn QLD° cu r ...... t:.x ..,.. ,... O U U t N w F --I M� !nom U-) w` LLI I_J oLn OD U DATE 05-13-2013 DRAWN BY FEP TOB 10010 BUILDING ENERGY ANALYSIS REPORT PROJECT: Unit E SFD Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037E(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. Energ Pro 5.1 b -y EnergySoft User Number. 3119 RunCode: 2013-04-12T14:20:05 iD: 212037E(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type 9 Single Family ❑ Addition Alone Date Unit E SFD Gridley Farm Labor Housing [3 Multi Family M Existing+ Addition/Alteration 4/12/2013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/fe- r North East South West Space Heating 89.90 37.84 52.06 37.00 52.90 36.44 53.46 37.09 52.81 Space Cooling 94.25 30.39 63.87 31.01 63.24 32.52 61.73 32.46 61.79 Fans 19.42 7.58 11.83 7.73 11.69 8.06 11.36 8.05 11.37 Domestic Hot Water 23.81 13.49 10.31 13.49 10.31 13.49 10.31 13.49 10.31 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 227.38 89.30 138.08 89.24 138.14 90.51 136.87 91.10 136.28 Percent Better Than Standard: 60.7% 60.8% 60.2% 59.9 BUILDING COMPLIES - NO NIERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling: Units: 1.00 (N) 454 44 Fuel Available at Site: Natural Gas (E) 336 43 Raised Floor Area: 0 (S) 460 31 Slab on Grade Area: 1,588 (tM 329 52 Average Ceiling Height: 9.0 Roof 1,588 0 Fenestration Average U -Factor: 0.32 TOTAL: 170 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.7% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed windows/doors. 2. Existing Wall U -Factor greater than vintage default note Is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 /s 0.356. 3. Altered Walls = 8 "CMU Furred with R-13 Interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC Certifred Cool Roof. Reflectance = 0.65; Emittance = 0.83. 4. Existing Wall Furnace/Evap. Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump, (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon!Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE Leff (E) 16.0 1.280 This certificate of compliance lists the building features and specifications needed Rear (S) 35.6 1.250 to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Rear (S) 37.4 1.280 Efficiency Standards of the California Code of Regulations. Rear (S) 11.1 0.310 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY 4/12/2013 Address 3713 Laguna Way Name Jennifer Ferris r&rrw Clt /State/Zi Sacramento, CA 95664 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date 270 90 Remove 4.3.5-B9 House Ene!gyPro 5.1 by Ener Soft User Number. 3119 RunCode: 2013-04-12714:20:05 ID: 212037E(R) Page 6 of 13 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1R Project Name Unit E SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone Date ❑ Multi Family ® Existing+ Addition/Alteration 4/12/2013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area I Addition 1,588 1 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. 0 Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5 Status Wal! Solid Unit Masonry None 1,185 Ext=R-6.5lnt=R-13.0 Altered Wall Wood Framed R-13 51 New Door Opaque Door None 20 Altered Wall Wood Framed R-13 153 New Roof Wood Framed Rafter Filled 1,588 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,588 Perim = 209' Existing 901 90 Altered 4.5.1-A4 E=4.5.1 -A4) House Wall 16 0.102 R-13 901 90 New 4.3.1-A3 House Wall FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Front (N) 24.0 1.280 0.80 none none Bug Screen Removed Front (N) 20.0 0.310 0.21 none none Bug Screen New Front (N) 24.0 0,310 0.21 none none Bug Screen Altered Lela (E) 42.7 0.310 0.21 none none Bug Screen Altered Leff (E) 16.0 1.280 0.80 none none Bug Screen Removed Rear (S) 35.6 1.250 0.80 none none Bug Screen Removed Rear (S) 37.4 1.280 0.80 none none Bug Screen Removed Rear (S) 11.1 0.310 0.21 none none Bug Screen New Rear (S) 20.0 0.400 0.35 none none Bug Screen New Right (tM 40.0 0.310 0.21 none none Bug Screen Altered Right (IM 12.0 0.310 0.21 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered Wag 32 0.530 None 270 90 Remove 4.3.5-B9 House Wall 61 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling ins, vented 6.0 Altered 0 22 Altered 4.2.2-A21 E=4.2.2 -A2 House EE[270 Slab 1,588 0.730 None 0 180 Existing4.4.7-A1 Nouse FENESTRATION SURFACE DETAILS WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe Insulation Altered Area I - Factor SHGC Azm Status Glazing Type Location/Comments I lWindow 24.01 1.280 Default 0.80 Default 0 Removed Single Metal Default OP House 2 lWindow 20.01 0.310 NFRC 0.21 NFRC EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:20:05 ID: 212037E(R) Page 3 of 13 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project NameBuilding Unit E SFD Gridley Farm Labor Housing Type ® Single Family 11 Addition Alone ❑ Multi Family G3 Existing+ Addition/Alteration Date 4/12/2013 OPAQUE SURFACE DETAILS Project Address 850 E. Gridley Road Gridley Surface Type Area U- Insulation Joint Appendix Factor Cavil Exterior Frame I Interior Frame Azm I Tilt Status 4 Location/Comments Wall 406 0.093 None 6.5 None 113.0 Wood 01 90 Altered 4.3.6-F3 E=4.3.5-89 House Wall 4 0.102 R-13 ol 90 New 14.3.1-A3 House Wall 257 0.093 None 6.5 None 13.0 Wood 901_90 Altered 4.3.6-173 E=4.3.5 -B9 House Door 20 0.5001None 901 90 Altered 4.5.1-A4 E=4.5.1 -A4) House Wall 16 0.102 R-13 901 90 New 4.3.1-A3 House Wall 302 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 House Wall 64 0.530 None 180 90 Remove 4.3.5-B9 House Wall 25 0.102 R-13 180 90 New 4.3.1-A3 House Wall 102 0.102.R-13 180 90 New 14.3,1-A3 House Wall 51 0.102 R-13 270 90 New 4.3.1-A3 House Wall 220 0.093 None 6.5 None 13.0 Wood 1 2701 90 Altered 4.3.6-F3 (E=4.3.5-89} House Door 20 0.500 one 270 90 Remove 4.5.1-A4 House Wag 32 0.530 None 270 90 Remove 4.3.5-B9 House Wall 61 0.102 R-13 90 New 4.3.1-A3 House Roof 1,588 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A2 House EE[270 Slab 1,588 0.730 None 0 180 Existing4.4.7-A1 Nouse FENESTRATION SURFACE DETAILS ID I Type Area I - Factor SHGC Azm Status Glazing Type Location/Comments I lWindow 24.01 1.280 Default 0.80 Default 0 Removed Single Metal Default OP House 2 lWindow 20.01 0.310 NFRC 0.21 NFRC 0 New NFRC Dual Low -E2 OP House 3Window 4 Existing 24.01 0.310 NFRC 0.21 NFRC 1 1.280 Default 0.80 Default 0 Altered NFRC Dual tow -E2 OP House Single Metal Default OP pre -altered for above 5 Window 24.01 0.310 NFRC 1 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP House 6 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 7 Window 16.0 1.280 Default 0.80 Default 90 Removed Single Metal Default OP House 8 9 10 Window Existing Window 18.7 0.310 NFRC 0.21 NFRC 1.280 Default 0.80 Default 17.8 1.250 Default 0.80 Default 90 Altered NFRC Dual Low -E2 OP House Single Metal Default OP pre -altered for above 180 Removed Single Metal Door 1/2 lite House 11 Window 18.7 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 12 Window 11.1 0.310 NFRC 0.21 NFRC 180 New NFRC Dual Low -E2 OP House 13 Window 18.7 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 14 Window 20.0 0.400 NFRC 0.35 NFRC 180 New NFRC Dual Low -E2 DR House 15 Window 17.8 1.250 Default 0.80 Default 180 Removed Single Metal Door 1/2 lite House 16 Window 16.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House n/a (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window I Exterior Shade Type SHGC Hclt Wd Overhanq Left Fin I Ri ht Fin Len Ht LExt RExt Dist Len H t Dist Len H t 1 JBug Screen 0.76 2 IBug Screen 0.76 3 Bug Screen 0.76 HYDRONiC 4 Bug Screen 0.76 Control 5 Bug Screen 0.76 System Name 6 Bug Screen 0.76 Ot . HP 7 Bug Screen 0.76 8 lBug Screen 0.76 ❑ 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 1 Sug Screen 0.76 14 13ug Screen 1 0.76 15 JBug Screen 1 0.76 16 j3ug Screen I0.76 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12T14:20:05 iD: 212037E R Page 7 of 13 PERFORMANCE CERTIFICATE: Residential Part 1 of 5). CF -1 R Project Name Unit E SFD Gridley Farm Labor Housing Building Type O Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration 1411212013 Date Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,588 Addition 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. ElYes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION. Area Special Construction Type Cavity (ft) Features (see Part 2 of 5) Status The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0. 65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. o�� HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status GlazingType Location/Comments 17 Existing 1.280 Default 0.60 Default Single Metal Default OP pre -altered for above 18 Window 24.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House 19 Existing 1.280 Default 0.80 Default Single Metal Default OP re -altered for above 20 Window 12.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP House 21 lWindow 18.7 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Right (lM 18.7 1.280 0.80 none none Bug Screen Removed EnergyPro 5.1 by EnemySoft User Number. 3119 RunCode: 2013.04.12714:20:05 1D: 212037E(R) Page 5 of 13 (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC - Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove anq Left Fin Ri ht Fin ID Exterior Shade lype SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status i Totals 01 ol 1,5681 0 i EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:20:05 1D: 212037E(R) I Page 8 of 13 HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status System Name _g!y. Heating Type Min. Eff. I Cooling Type Min. Eff. Thermostat Type Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 65% AFUE Split Air Conditioner 13.0 SEER Setback EnergyPro 5.1 by EnergySoft User Number.- 3119 RunCode: 2013-04-12714:20.05 ID: 212037E(R) Page 4 of 13 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Unit E SFD Gridley Farm Labor Housing Building Typo 10 Single Family ❑ Addition Alone Date ❑ Multi Family m Existing+ AdditionlAlteration 1411212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL/d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0. 65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. o�� HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status GlazingType Location/Comments 17 Existing 1.280 Default 0.60 Default Single Metal Default OP pre -altered for above 18 Window 24.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House 19 Existing 1.280 Default 0.80 Default Single Metal Default OP re -altered for above 20 Window 12.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP House 21 lWindow 18.7 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House L C flJ _o EnergyPro 5.1 by EnemySoft User Number. 3119 RunCode: 2013.04.12714:20:05 1D: 212037E(R) Page 5 of 13 (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC - Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove anq Left Fin Ri ht Fin ID Exterior Shade lype SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 i Totals 01 ol 1,5681 0 i EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:20:05 1D: 212037E(R) I Page 8 of 13 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Unit E SFD Gridley Farm Labor Housing Building Type ® Single Family ❑ Addition Alone ❑ Multi Family M Existing+ Addition/Alteration Date 1411212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special 'ustification and documentation submitted. Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL/d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification Is required The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0. 65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. o�� HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Q1 L C flJ _o EnergyPro 5.1 by EnemySoft User Number. 3119 RunCode: 2013.04.12714:20:05 1D: 212037E(R) Page 5 of 13 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Unit E SFD Gridley Farm Labor Housing Building Type Single Family ❑Addition Alone ❑Multi Family 53 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft Nevv-7Exlst1nq I Altered Removed Volume Year Built HVAC House 1,588 14,292 1970 o�� Q1 L C flJ _o „g Totals 01 ol 1,5681 0 HVAC SYSTEMS System Name _g!y. Heating Type Min. Eff. I Cooling Type Min. Eff. Thermostat Type Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION System Name Heating Duct Coolin Duct Location R -Value Ducts Tested? Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling ins, vented 4.2 ❑ 13 13 ❑ WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Norltz Gas instantaneous 1 Instant Gas No Pipe Insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal 0 1 1 Small Gas pre -altered for Above 1 40,000 50 0.53 n/a n/a MULTI -FAMILY WATER HEATING DETAILS HYDRONiC HEATING SYSTEM PIPING Control Hot Water Piping Length ft z g is ¢ - System Name Pipe Len th Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried ❑ ❑ 13 EnergyPro 5. 1 by EnergySoft User Number., 3119 RunCode: 2013-04.12T14:20:05 ID: 212037E(R) Page 9 of 13 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COMPLIANCE DA 1 BY o�� Q1 L C flJ _o „g MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF -1R Project Name Unit E SFD Gridley Farm Labor Housing Date 4/12/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of §10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulations ecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof Is specified on the CF -1 R Form. *§150(a): Minimum R-19 Insulation in woad -frame ceiling or equivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. §150(f): Air retarding wrap is tested labeled and installed accordingto ASTM E1677-95 2000 when specified on the CF -1R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Ga Appliances Decorative s t lances and Gas Log Measures: §150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible operable, and tight-fittinp damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §11�;(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500?1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with Insulation having an installed thermal resistance of R-12 or greater. §1500?1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe Insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1500)3A: insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. programmed to run only durin off-peak electric demand periods. EnergyPro 5.1 by EnergySoff User Number: 3119 RunCode: 2013.04.12T14:20:05 iD: 212037E(R) Page 10 of 13 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name I Date Unit E SFD Gridley Farm Labor Housing 1411212013 System Name HVAC §150( )1: Afl air-distributton system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be seated with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and E ui ment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return fines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only durin off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently Installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained In Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. _§150(k)6: Liphting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. Note: values above given at ARI conditions EnergyPro5.1 by EnergySoft User Number 3119 RunCode: 2013-04-12T14:20:05 iD: 212037E(R) Page 11 of 13 ------------ MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Unit E SFD Gridley Farm Labor Housing 1411212013 System Name HVAC §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets fess than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1, Permanently installed luminaires located In rooms or area:; other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting In detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the tumiunafre is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, Including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently Installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131, 134 and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T14:20:05 ID: 212037E(R) Page 12 of 13 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Unit E SFD Gridley Farm Labor Housing Date 4112/2013 System Name HVAC r.. Floor Area 1,588 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COiL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,554 14,520 500 568 Return Vented Lighting 0 Return Air Ducts 846 Return Fan 0 Ventilation Q 0 0 0 Supply Fan 1,193 Supply Air Ducts 846 TOTAL SYSTEM LOAD 1 17,4061 5001 PEAK Heating System Sensible Output per System 18,000 24,509 Total Output Btuh 36,000 Output Stuhls ft 22.7 1,115 Cooling System 0 Output per System 18,000 0 Total Output Btuh 36,000 -1,193 Total Output ons 3.0 1,115 Total Output Stuh/s ft) 22.7 Total Output s ft/Ton 529.3 25,546 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Aldlow cfm 2,400 Heat Pump 25,312 7,571 21,265 21,265 Jan 1 AM Airflow cfm/s ft) 1.51 Airflow cfmrron 800.0 Outside Air % 0.0% Total Adjusted System Output 25,312 7,571 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF Outside Air -4 P- 0 cfm 70 OF 70 OF 110 OF 110 OF M Heating Coil Supply Fart o 2,400 cfm 110 F ROOM {f. 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Tem eratures at Time of Cooling Peak 101 171 OF Outside Air 0 cfm 78163 OF 4 :01 78163 OF 69160 OF 69160 OF `= - Cooling Coil Supply Fan 2,400 cfm 44.4% -0 1 1 13 4 69 / 60 OF ROOM 78 / 63 OF l EnergyPro5.1 by EnergySoft User Number: 3119 RunCode: 2013-04-12T14:20:05 ID:212037E(R) Paga 13 cf 13 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD POINIPLIANCE DA Il l BY MOM) Q r.. m � cj � OG,s- �-�('\ J C X17 U -j U (Ui 1� i Q H U W U I N W W E -t I .. q E-� 2 ...a� ®Q a � Lj o U) c�00 t .:r ATE 0543-2013 RAWN BY FEP )B10010 MEET =24=14 i BUILDING ENERGY ANALYSIS REPORT PROJECT: F SFD Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916)448 1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037F(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized In this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysolt.com. EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12714:21.54 ID. 212037F(R) CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name F SFD Gridley Farm Labor Housing Project Name F SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 2 Existing+ AdditionlAlteration Date 4/12/2013 OPAQUE SURFACE DETAILS California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,400 Addition 0 Surface Type Area U- insulation Joint Appendix Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 4711 0.093 None 6.5 None 113.0 Wood 0 90 Altered 4.3.6-F3 E=4.3.5 -B9) House Door 20 0.500 None Slab Unheated Slab -on -Grade 0 90 Removec 4.5.1-A4 House Door 20 0.500 None Fenestration Average U -Factor: 0.32 TOTAL: 140 0 90 Altered .4.5. 1-A4 E=4.5.1 -A4 House Wall 8 0.102 R-13 FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status 0 90 New 4.3.1-A3 House Wall 181 0.093 None 6.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5 -B9 House Wall 37 0.102 R-13 Removed 90 90 New 4.3. i -A3 House Wall 126 0.102 R-13 Rear(S) 36.0 1.280 90 90 New 4.3.1-A3 House Wall 4741 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-173 E=4.3.5 -B9 House Wail 591 0.530 None Removed 160 90 Remove 4.3.5-B9 House Wall 20 0.102 R-13 2 Split Heat Pump 7.70 HSPF 180 90 New 4.3.1-A3 House Wall 75 0.102 R-13 180 90 New 4.3.1-A3 House Wall 108 0.102 R-13 Ducted Attic, Ceiling ins, vented 6.0 27D 90 New 4.3.1-A3 House Wall 189 0.093 None 16.5 None 113.0 Wood 270 90 Altered 4.3.6-F3 E=4.3.5 -B9 House Wall 24 0.102 R-13 Altered 2701 90 New 4.3.1-A3 House Roof 1,400 0.052 Filled 1 01 22 Altered 4.2.2-A21 (E=4.2.2 -A21 House Slab 1 1,4001 0.730 None 1 RunCode: 2013-04-12T14:21:54 iD: 212037F(R) 01 180 1 Existing 4.4.7-A1 House FENESTRATION SURFACE DETAILS Distribution Rated input (Bt h) ID Type Area U -Factor SHGC Azm I Status Glazing Type Location/Comments 1 Window 12.0 0.310 NFRC 0.21NFRC 0 New NFRC Dual Low -E2 OP House 2 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 3Existing (Ii.53 n/a 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 4 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 5 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 6 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 7 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 8 Window 16.0 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 9 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 10 Window 24.0 1.280 Default 0.60 Default 901 Removed Single Metal Default OP House 11 Window 13.3 1.280 Default 0.80 Default 90 Removed Single Metal Default OP House 12 Window 17.8 1.250 Default 0.80 Default 90 Removed Single Metal Door 112 lite House 13 Window 24.0 0.310 NFRC 0.21 NFRC 90 New NFRC Dual Low -E2 OP House 14 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP House 15 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 16 lWndow 16.0 1.280 Default 0.60 Default 180 Removed Single Metal Default OP House (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Typo: 116-B - Default Table from Standards, NFRC - Labeled Value EXTERIOR SHADING DETAILS Ener Pro 5.1 by Ene Soft User Number: 3119 RunCode: 2013.04-12T74:21:54 iD: 212037F(R) ID Exterior Shade T e SHGC Window H t Wd Overhart Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist I Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Byg Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 lBug Screen 0.76 16 Isug Screen 1 0.76 EnergyPro 5.1 by Ene Soft User Number., 3119 RunCode: 2013.04-12T14:21:54 ID: 212037F(R) Page 6 of 12 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name F SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 4/1212013 Project Address 850 E. Gridley'Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,400 Addition 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity(ft-) Features (see Part 2 of 5) Status Wall Solid Unit Masonry None 1,314 Ext=R-6.5 Int=R-13.0 Altered Door Opaque Door None 20 Altered Wall Wood Framed R-13 398 New Roof Wood Framed Rafter Filled 1,400 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,400 Perim = 197' Existing Fuel Available at Site: Natural Gas (E) 368 24 Raised Floor Area: 0 (S) 593 24 Slab on Grade Area: 1.400 (►M 337 16 Average Ceiling Height: 9.3 Roof 1,400 0 Fenestration Average U -Factor: 0.32 TOTAL: 140 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.0% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed Wndows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 12.0 0.310 0.21 none none Bug Screen New Front (N) 64.0 0.310 0.21 none none Bug Screen Altered Left (E) 37.3 1.280 0.80 none none Bug Screen Removed Left (E) 17.8 1.250 0.80 none none Bug Screen Removed Left (E) 24.0 0.310 0.21 none none Bug Screen New Rear (S) 4.0 0.310 0.21 none none Bug Screen Altered Rear(S) 36.0 1.280 0.80 none none Bug Screen Removed Rear (S) 20.0 0.400 0.35 none none Bug Screen New Right (IAT 17.8 1.250 0.80 none none Bug Screen Removed Right (IN) 37.3 1.280 0.80 none none Bug Screen Removed Right (117 16.0 0.310 0.21 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling ins, vented 6.0 Altered Window I Overhanq Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd I Len H t I LExt RExt Dist Len Hot Dist I Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 System Name Heating HVAC Ducted WATER HEATING Ot . Type Gallons Min. Eff Distribution Status . 1 Instant Gas 0 0.92 No Pipe Insulation Altered Screen 0.76 Bug Screen 0.76 K21 Bug Screen 0.76 WATER HEATING SYSTEMS EnergyPro 5.1 by EnergySoft User Number. • 3119 RunCode: 2013-04-12T14:21:54 iD: 212037F(R) Page 3 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name F SFD Gridley Farm Labor Housing Building Type m Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS The Existing Wag FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. Surface U- Insulation Joint Appendix Type Area Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments The Existing Wall BWALL- e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Goof Roof Rating Council in accordance with Section 10-113 of the standards. : 13,020 1970 Domestic Hot Water 25.80 14.16 11.64 14.16 11.64 14.16 11.64 14.16 11.64 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 251.98 99.73 . 152.25 104.11 147.87 101.73 150.25 107.93 144.05 Percent Better Than Standard: 60.4% 58.7% 59.6% 57.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUiRED HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Number of Dwelling Units: 1.00 (N) 575 76 Fuel Available at Site: Natural Gas (E) 368 24 Raised Floor Area: 0 (S) 593 24 Slab on Grade Area: 1.400 (►M 337 16 Average Ceiling Height: 9.3 Roof 1,400 0 Fenestration Average U -Factor: 0.32 TOTAL: 140 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.0% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed Wndows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall In Table 3-2 Is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC EnergyPro 5.1 by Ener Soft User Number. 3119 RunCode: 2013-04-12714:21:54 1D: 212037F(R) Page 4 of 12 4. Existing Wail Fumace/Evap. Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed FENESTRATION SURFACE DETAILS to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the ID I Type Area I U -Factor SHGC2 Azm Status Glazin TYpe Location/Comments 17 JWndow 20.0 0.400 NFRC 0.35 NFRC 180 New NFRC Dual Low -E2 DR House 18 Window 4.0 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House Documentation Author 19 Window 16.0 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House Address 3713 Laguna Way Name Jennifer Ferris `%f1:� t�Pf"i"!�/12/2013 20 Window 17.8 1.250 Default 0.80 Default 270 Removed Single Metal Door 1/2 lite House The individual with overall design responsibility hereby certifies that the proposed building design represented in this set 21 Window 13.3 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House with any other calculations submitted with this permit application, and recognizes that compliance using duct design, 22 Window 16.0 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP House installer testing and certification and field verification by an approved HERS rater. 23 Wndow 24.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House Company PBA/md JV HVAC SYSTEMS City/State/Zip Sacramento, CA 95814 phone (916) 448-1901 Signed License # Date r"l S stem Name Qty. Heating Type Min. Eft. Cooling Type Min. Eff. Thermostat Typo Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback (1) U -Factor Type: 116 A - Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window I Overhanq Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd I Len H t I LExt RExt Dist Len Hot Dist I Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 System Name Heating HVAC Ducted 19 Bug Screen 0.76 Ducts Tested? Status ❑ Altered Bug Screen 0.76Bug Ducted Attic, Ceiling Ins, vented 4.2 Screen 0.76 Bug Screen 0.76 K21 Bug Screen 0.76 WATER HEATING SYSTEMS S stem Name Qty- Type Distribution Rated input (Bt h) Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe Insulation 1 175,000 0 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12T14:21.54 ID: 212037F(R) Page 7 of 12 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name F SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone 1 ❑ Multi Family m Existing+Addition/Alteration Date 4/12/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special iustification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wag FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL- e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL /d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Goof Roof Rating Council in accordance with Section 10-113 of the standards. : 13,020 1970 Domestic Hot Water 25.80 14.16 11.64 14.16 11.64 14.16 11.64 14.16 11.64 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 251.98 99.73 . 152.25 104.11 147.87 101.73 150.25 107.93 144.05 Percent Better Than Standard: 60.4% 58.7% 59.6% 57.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUiRED HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Number of Dwelling Units: 1.00 (N) 575 76 Fuel Available at Site: Natural Gas (E) 368 24 Raised Floor Area: 0 (S) 593 24 Slab on Grade Area: 1.400 (►M 337 16 Average Ceiling Height: 9.3 Roof 1,400 0 Fenestration Average U -Factor: 0.32 TOTAL: 140 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.0% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed Wndows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall In Table 3-2 Is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC EnergyPro 5.1 by Ener Soft User Number. 3119 RunCode: 2013-04-12714:21:54 1D: 212037F(R) Page 4 of 12 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5) CF -IR Project Name F SFD Gfidley Fart Labor Housing Building Type o Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 1411212013 BUILDING ZONE INFORMATION 1411212013 ANNUAL ENERGY USE SUMMARY System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC House 1,400 : 13,020 1970 Domestic Hot Water 25.80 14.16 11.64 14.16 11.64 14.16 11.64 14.16 11.64 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 251.98 99.73 . 152.25 104.11 147.87 101.73 150.25 107.93 144.05 Percent Better Than Standard: 60.4% 58.7% 59.6% 57.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUiRED FenAreation Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Number of Dwelling Units: 1.00 (N) 575 76 Fuel Available at Site: Natural Gas (E) 368 24 Raised Floor Area: 0 (S) 593 24 Slab on Grade Area: 1.400 (►M 337 16 Average Ceiling Height: 9.3 Roof 1,400 0 Fenestration Average U -Factor: 0.32 TOTAL: 140 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.0% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed Wndows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall In Table 3-2 Is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83. 4. Existing Wail Fumace/Evap. Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Address 3713 Laguna Way Name Jennifer Ferris `%f1:� t�Pf"i"!�/12/2013 City/State/ZipCity/State/Zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Totals 0 0 1,400 0 Company PBA/md JV HVAC SYSTEMS City/State/Zip Sacramento, CA 95814 phone (916) 448-1901 Signed License # Date r"l S stem Name Qty. Heating Type Min. Eft. Cooling Type Min. Eff. Thermostat Typo Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback HVAC DISTRIBUTION System Name Heating HVAC Ducted Duct Cooling Duct Location R -Value Ducted Attic, Ceiling Ins, vented 6.0 Ducts Tested? Status ❑ Altered pre -altered for above Ductless/with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ WATER HEATING SYSTEMS S stem Name Qty- Type Distribution Rated input (Bt h) Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Noritz Gas Instantaneous 1 Instant Gas No Pipe Insulation 1 175,000 0 1 0.92_1 n/a n/a Altered Existing Standard 50 gal 0 1 Smafl Gas pre -altered forAbove 40,000 50 (Ii.53 n/a n/a MULTI -FAMILY WATER HEATING DETAILS I HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft)o U) ¢ c System Name Pipe Length Pipe Diameter Insul. Thick. Qtv. HP Plenum Outside Buried 13 13 13 Ener Pro 5.1 by Ene Soft User Number: 3119 RunCode: 2013.04-12T74:21:54 iD: 212037F(R) Page 8 of 12 PERFORMANCE CERTIFICATE: Residential Part 3 of 5) CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone I Date F SFD Gridley Farm Labor Housing ❑ Multi Family 0 Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/fe r North East South West Space Heating 104.26 43.05 61.21 41.98 62.28 40.83 63.43 42.31 61.95 Space Cooling 101.09 34.04 67.04 38.49 62.59 37.49 63.60 41.34 59.75 Fans 20.83 8.47 12.36 9.47 11.35 9.24 11.59 10.12 10.71 Domestic Hot Water 25.80 14.16 11.64 14.16 11.64 14.16 11.64 14.16 11.64 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 251.98 99.73 . 152.25 104.11 147.87 101.73 150.25 107.93 144.05 Percent Better Than Standard: 60.4% 58.7% 59.6% 57.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUiRED FenAreation Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Number of Dwelling Units: 1.00 (N) 575 76 Fuel Available at Site: Natural Gas (E) 368 24 Raised Floor Area: 0 (S) 593 24 Slab on Grade Area: 1.400 (►M 337 16 Average Ceiling Height: 9.3 Roof 1,400 0 Fenestration Average U -Factor: 0.32 TOTAL: 140 Average SHGC: 0.23 Fenestration/CFA Ratio: 10.0% REMARKS 1. Pre -1978 Default Assumptions were used when calculating the existing house including single pane metal framed Wndows/doors. 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall In Table 3-2 Is 0.356. 3. Altered Walls = 8"CMU Furred with R-13 interior and R-6.5 Exterior, 2x4 Demising or Fill In = R-13; Existing Insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83. 4. Existing Wail Fumace/Evap. Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY Address 3713 Laguna Way Name Jennifer Ferris `%f1:� t�Pf"i"!�/12/2013 City/State/ZipCity/State/Zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 phone (916) 448-1901 Signed License # Date r"l EnemvPro 5.1 bX Ener Soft User Number. 3119 RunCode: 2013-04-12T14:21:54 iD: 212037P(R) Page 5 of 12 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name F SFD Gridley Farm Labor Housing 1411212013 Date NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory rymeasures listed regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated Into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or In this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements 2U10-1 (a). 117: Exterior doors and windows are Weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§150(a)- Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent LI -factor. §150(f): Air retarding wrap is tested labeled; and installed according to ASTM E1677-95(2000) when specified on the CFA R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 4150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air Is vented to the outside of the building, are Erohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pumpisolation valve, and recirculation loop connection requirements of §113(c)5. ki §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or RCCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 Internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-6. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(i)3A: Insulation is protected from dama a including that due to sunlight, moisture, equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned s ace. f 50(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12774:21:54 ID: 212037F(R) Page 9 of 12 PERMi r # BUTTE COUNTY DEVELOPMENT SERVICES li-ill-vill.-At-D FOR COD COMPLIANCE DA 1111 ( BY JOB 10010 SHEET V J T �T a ICY LO t-) cc; ","', (A o {33 T cT, -^ /��1 �I - E ati E � � 12o O l� JOB 10010 SHEET V J E --i U U I rN� W r"l ij � o L0 00 U DATE 05-13-2013 JOB 10010 SHEET MANDATORY MEASURES SUMMARY: Residential Pa e 2 of 3 MF -1 R Project Name Date F SFD Gridley Fafm Labor Housing 1411212013 PEAK COIL HTG. PEAK §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal o enin s greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless suchta a is used in comuination with mastic and draw bands. §150(m)7* Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m i 0: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or propirammed to run only during off-peak electric demand periods. §150(2): Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights Integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed fighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are hlsh efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. Airflow cfm/Ton EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:21:54 1D: 212037F(R) Page 10 of 12 LF��S'FD NDATORY MEASURES SUMMARY: Residential Pa e 3 of 3 MF -1R' ect Name Date Gridley Farm Labor Housing Date411212013 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy lufmnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall tm allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting In detached storage building less than 1000 square feet located an alesidential site is not re ufreclto com I with 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunafre Is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor Is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l 4: internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of ower as determined accordingto§130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131, 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 5119. EnergyPno 5.1 byEnergysoft User Number. 3119 RunCode: 2013-04-12714:21:54 1D: 212037F(R) Page 11 of 12 P C SYSTEM HEATING AND COOLING LOADS SUMMARY FSFD Name Date Gridley FarmLabor Housing 4/12/2013 System Name Floor Area HVAC 1,400 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING CFM Sensible Total Room Loads 1,416 13,282 Return Vented Lighting 0 Return Air Ducts 774 Return Fan 01 Ventilation 0 0 Supply Fan 1,193 Supply Air Ducts 774 TOTAL SYSTEM LOAD 16,024 PEAK COIL HTG. PEAK Heating System T Latent CFM Sensible Output per System 18,000 536 560 24,141 Total output Btuh 36,000 Output etuh/s ft 25.7 1,098 Cooling System i� 0 Out ut or S fern 18,000 0 0 0 Total Output Btuh) 36,000 536 -1,193 Total Out ut ons 3.0 1,098 Total Output Btuh/s ft 25.7 F25.144 Total Output s ft/Ton 466.7 Air System 0 CFM per System 1,200 HVAC EQUIPMENT SELECTION Alrflow cfm 2,400 Heat Pump 25,247 7,636 21,265 Airflow cfm/s fl 1.71 Airflow cfm/Ton 800.0 DATE 05-13-2013 Outside Air % 0.0% Total Adjusted System Output L 25,247 7,636 21,265 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Airstream Temperatures at Time of Heating Peak Outside Air (cfm/s ft) .00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS 24 OF Outside Air I 0 cfm 70 OF 70 OF 110 °F /— 110 OF - Heating Coll Supply Fan 2,400 cfm 110 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 101 / 71 OF Outside Air_= 0 cfm 78/ 63 °F 78 / 63 OF 69160 OF 65160 OF Cooling Coil Supply Fan 69160 OF 2,400 cfm . 44.51 ROOM 78 / 63 OF _117-. I EnergyPro 5.1 by EnergySoft User Number. • 3119 RunCode: 2013-04-12T14:21:54 ID: 212037F(R) Page 12 of 12 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C�3OMPLIAN 0> Q T Lq rt- g76� co i� N �E z 0 U a U iHEET 2 H. < ' I 020��t Q i� W v I-� 0 LLJ �_J DATE 05-13-2013 DRAWN BY FEP JOB 10010 iHEET 2 H. < ' I 020��t BUILDING ENERGY ANALYSIS REPORT PROJECT: G SFD Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037G(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05.27 1D: 212037G(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type M Single Family ❑ Addition Alone I Date G SFD Gridley Farm Labor Housing ❑ Multi Family S Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBty/ft2 r North East South West Space Heating 99.93 42.36 57.57 41.66 58.27 40.78 59.15 42.12 57.81 Space Cooling 96.56 33.90 62.65 40.10 56.46 36.83 59.72 41.82 54.74 Fans 19.87 8.35 11.51 9.76 10.11 9.01 10.86 10.14 9.72 Domestic Hot Water 23.74 13.47 10.27 13.47 10.27 13.47 10.27 13.47 10.27 Pum s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 240.09 98.09 142.01 104.99 135.11 100.09 140.00 107.55 132.55 Percent Better Than Standard: 59.1% 56.3% 58.3% 55.2% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 560 99 Fuel Available at Site: Natural Gas (E) 385 16 Raised Floor Area: 0 (S) 564 74 Slab on Grade Area: 1,595 (tM 365 13 Average Ceiling Height: 9.3 Roof 1,595 0 Fenestration Average U -Factor: 0.31 TOTAL: 202 Average SHGC: 0.23 Fenestration/CFA Ratio: 126% REMARKS 1. Fre-1978 Default Assumptions weir; used when calculating the existing house including single pane metal framed windows/doors. 2. Existing Wall U -Factor greater than vintage default note Is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 Is 0.356. 3. Altered Walls = 8'CMU Furred with R-13 Interior and R-6.5 Exterior, 2x4 Demising or Fill in = R-13; Existing insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65,• Emittance = 0.83. 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard Suri coatMaxx/ArgowEdgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors = 0.40/0.35 STATEMENT OF COMPLIANCE 0.21 none none Bug Screen This certificate of compliance lists the building features and specifications needed Front (N) 18.6 1.280 to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Removed Efficiency Standards of the California Code of Regulations. 0.83 none none Bug Screen The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY 4/12/2013 a Address 3713 Laguna Way Name Jennifer Ferris Clt)/State/zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Addri ss 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License # Date [EnerqyPro 5.1 by EnemySoft User Number: 3119 RunCode: 2013-04-12T14:05:27 1D: 212037G(R) Page 6 of 14 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name G SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration 1411212013 Date Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Gond. Floor Area 1,595 Addition 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ©No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5 Status Wall Solid Unit Masonry None 1,366 Ext=R-6.5 int=R-13.0 Altered Door Opaque Door None 20 New Way Wood Framed R-13 228 New Wal! Solid Unit Masonry None 120 lnt=R-13.0 New Roof Wood Framed Rafter Filled 1,595 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,595 Perim = 209' Existing 01 90 New 4.5.1-A4 House Door 20 0.500 None FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Front (N) 6.0 0.310 0.21 none none Bug Screen New Front (N) 47.8 0.290 0.22 none none Bug Screen Altered Front (N) 37.2 0.310 0.21 none none Bug Screen Altered Front (N) 18.6 1.280 0.80 none none Bug Screen Removed Front (N) 21.8 1.190 0.83 none none Bug Screen Removed Front (N) 7.6 0.290 0.22 none none Bug Screen New Leff (E) 16.0 0.310 0.21 none none Bug Screen Altered Left (E) 16.0 1.280 0.80 none none Bug Screen Removed Rear (S) 56.0 0.310 0.21 none none Bug Screen Altered Rear (S) 26.6 1.280 0.80 none none Bug Screen Removed Rear(S,' 17.8 0.400 0.35 none none Bug Screen Altered HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered House Way 13 0.102 R-13 1601 90 New 4.3.1-A3 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling Ins, vented 6.0 Altered 180 90 New 4.3.1-A3 House Way 236 0.093 None 6.5 None 13.0 WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0 0.92 No Pipe insulation Altered 1 270 90 New 4.3.1-A3 House Wall 120 0.102 R-13 Location/Comments 270 90 New 14.3.1-A3 use EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12714:05:27 ID: 212037G(R) Page 3 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name G SFD Gridley Farm Labor Housing Building Type m Single Family ❑ Addition AloneDate E3Multi Family 10 Existing+ Addition/Alteration 4h212013 OPAQUE SURFACE DETAILS California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,595 Addition 0 Surface Type Area U- Insulation Joint Appendix Factor Cavi!Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 449 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3(E=4.3.5-89) House Door 20 0.500 None CU C fl1 E 0 90 Removec 4.5.1-A4 House Door 1 20 0.500 None 01 90 New 4.5.1-A4 House Door 20 0.500 None Right (IM 32.0 1.280 0.80 none none Bug Screen ol 90 1 Removec 4.5.1-A4 House Wall 13 0.102 R-13 t N 0 90 I New 4.3.1-A3 House Wall 233 0.093 None 6.5 INone 13.0 1 Wood 90 90 Altered 4.3.6-173 E=4.3.5 -B9 House Wall 16 0.102 R-13 1 90 90 New 4.3.1-A3 House Wall 120 0.233 None 13.0 Wood 90 90 New 4.3.6-F3 lHouse Wall 447 0.093 None 6.5 None 13.0 Wood 180 90 Altered 4.3.6-F3 E=4.3.5 -B9 House Wall 32 0.530 1 None WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 180 90 Remove 4.3.5-B9 House Way 13 0.102 R-13 1601 90 New 4.3.1-A3 House Way 50 0.102 R-13 ID Type Area 180 90 New 4.3.1-A3 House Way 236 0.093 None 6.5 None 13.0 Wood 270 90 Altered 4.3.6-173 E=4.3.5 -B9 House Wall 16 0.102 R-13 1 270 90 New 4.3.1-A3 House Wall 120 0.102 R-13 Location/Comments 270 90 New 14.3.1-A3 use Roof 1,595 0.052 Filled 18 0 22 1 Altered 4.2.2-A21 (E�=4.2.2-A21 House FENESTRATION SURFACE DETAILS Single Metal Default OP pre -altered for above ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 6.0 0.310 NFRC 0.21 NFRC 0 New NFRC Dual Law -E2 OP House 2 Window 4.4 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 3 Existing 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 4 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 5 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 6 Window 8.6 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 7 Existing 1. 1901 Default 0.83 Default Single Metal Default FX pre -altered for above 8 Window 9.3 1.280 Default 0.60 Default 0 Removed Single Metal Default OP House 9 Window 10.1 1.190 Default 0.83 Default 0 Removed Single Metal Default FX House 10 Window 9.3 1.280 Default 0.80 Default 0 Removed Single Metal Default OP House 11 Window 11.7 1.190 Default 0.83 Default 0 Removed Single Metal Default FX House 12 Window i.6 0.29 NFRC 0.22 NFRC 0 New NFRC Dual tow -E2 FX House 13 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual tow -E2 OP House 14 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 15 Window 11.7 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual tow -E2 FX House 16 Existing 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above Bug Screen (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS 22 Bug Screen 0.76 ID Exterior Shade Type SHGC Window H t Wd Ova hanq Left Fin Right Fin Len Wit LExt I RExt Dist Len I Wit Dist I Len H t 1 Bug Screen 0.76 24 Bug Screen 0.76 2 Bug Screen 0.76 Bug Screen 0.76 3 Bug Screen 0.76 0.76 4 lBug Screen 0.76 28 5 Bug Screen 0.76 29 Bug Screen 6 Bug Screen 0.76 30 Bug Screen 0.76 7 Bug Screen 0.76 IBug Screen 0.76 8 Bug Screen 0.76 0.76 9 Bug Screen 0.76 Ene 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 IBug Screen 0.76 16 lBug Screen 0.76 EnergyPro 5.1 by EneipySoft User Number. 3119 RunCode: 2013.04-12714:05:27 ID: 212037G R Page 7 o 14 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1R Project Name G SFD Gridley Farm Labor Housing Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration 1411212013 Date Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,595 Addition 0 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2.of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features (see Part 2 of 5) Status v, o ca •-. �bi HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. CU C fl1 E E �Qrv� FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Rear (S) 17.8 1.250 0.80 none none Bug Screen Removed Right (IM 32.0 1.280 0.80 none none Bug Screen Removed Right (IM 13.3 0.310 0.21 none none Bug Screen New t N W H HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status VMM �1 WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05:27 10: 212037G(R) Page 4 of 14 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name G SFD Ghd16y Farm Labor Housing Building Type iH Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 4/1212013 OPAQUE SURFACE DETAILS Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Walt FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Slab 1,595 0.730 None 1 0 180 Existing 4.4.7-A1 House v, o ca •-. �bi HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. CU C fl1 E E �Qrv� Ene Pro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 5 of 14 U t N W H VMM �1 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status GlazingType Location/Comments 33 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 34 Window 13.3 1.280 Default 0.80 Default FENESTRATION SURFACE DETAILS House 35 Window 17.8 ID Type Area I U -Factor SHGC4 Azm Status Glazinq Type Location/Comments 17 Window 9.31 0.310 NFRC 0.211 NFRC 0 Altered NFRC Dual Low -E2 OP House 18 Existing 1 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 19 Window 10.1 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 20 Existing 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 21 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 22 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 23 Window 8.6 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 24 Existing 1.190 Default 0.83 Default i Single Metal Default FX pre -altered for above 25 Window 4.4 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 26 lExisting 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 27 Window 16.0 0.310 NFRC 0.21 NFRC 90 AlteredNFRC Dual Low -E2 OP House 28 Existing 1.280 Default 0.80 Default I Single Metal Default OP pre -altered for above 29 Window 16.0 1.280 Default 0.80 1 Default 901 Removed Single Metal Default OP House 30 Window 24.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP House 31 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 32 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP House 0.76 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC - Labeled Value 39 Bug Screen EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC Hcrt Wd Overhano Left Fin Right Fin Len Hot LExt RExt Dist Len I Hat Dist I Len H t 17 Bug Screen 0.76 42 Bu Screen 18 Bug Screen 0.76 43 Bu Screen 0.76 19 Bug Screen 0.76 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 IBug Screen 0.76 32 Bug Screen 0.76 Ene Pro 5.1 b Ene Soft User Number 3119 RunCode: 2013.04-12T?4:05:27 fD-212037G(R) Page 8 of 14 PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1R Project Name G SFD Gridley Fat7rt Labor Housing Building Type la Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 4/1212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Walt FWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification !s required. The Existing Wall B WALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall B WALL /d has a U -Factor greater than the Vintage Defaults. Field verification Is required. The Existing Wall RWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof Existing Foam Filled 2x6 Rafter New CRRC Roof Reflectance= 0.65, Emittance = 0.83 shall berated and labeled by the Cool Roof Rating Council In accordance with Section 10-113 of the standards. v, o ca •-. �bi HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. CU C fl1 E E �Qrv� Ene Pro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 5 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5 CF -1 R Project Name G SFD Gridley Farm Labor Housing Building Type m Single Family 0 Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 1411212013 OPAQUE SURFACE DETAILS r Q r Surface U- Type Area Factor Insulation Joint Appendix CavityExterior Frame Interior Frame Azm Tilt Status 4 Location/Comments ua� 01 v, o ca •-. �bi CU C fl1 E E �Qrv� U t N W H VMM �1 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status GlazingType Location/Comments 33 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 34 Window 13.3 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 35 Window 17.8 0.400 NFRC 0.35 NFRC 180 Altered NFRC Dual Low -E2 DR House 36 Existing 1.250 Default 0.80 Default Single Metal Door 1/2 lite pre -altered for above 37 Window 13.3 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 38 Window 4.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual tow -E2 OP House 39 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 40 Window 24.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual tow -E2 OP House 41 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 42 Window ?7.8 0 Default 0.80 Default 1.25 tg 180 Removed Single Metal Door 1/2 lite House 43 Window 16.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House 44 Window 16.0 1.280 Default 0.80 Default 270 Removed Single Metal Default OP House 45 Window 13.3 0.310 NFRC 0.21 NFRC 270 New NFRC Dual Low -E2 OP House (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC - Labeled Value 116-8 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Overhan Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bu Screen 0.76 37 Bug Screen 0.76 38 Bu Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bu Screen 0.76 42 Bu Screen 0.76 43 Bu Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 Ene Pro 5.1 by EnefgySoft User Number. 3119 RunCode: 2013-04-12Tf 4:05:27 ID.-212037G(R) Page 9 of 14 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES _ --VIEWS rum CO E COMPLIANCE OA l BY U U r Q r ua� 01 v, o ca •-. �bi CU C fl1 E E �Qrv� U U U U t N W H VMM �1 r�rT� w p � Lj �o®Q C.7 coo DATE 05-13-2413 DRAWN BY FEP JOB10010 - -- - - SHEETT=24=17 i CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name G SFD Gridley Farm Labor Housing Building Type 10 Single Family 13 Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 4112/2013 BUILDING ZONE INFORMATION ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC House 1,595 14,834 1970 Heating System 150(f): Air retarding wrap is tested labeled and installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. Sensible Output per System 18,000 27,109 Total: Output Btuh 36,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Stuh/s ft 22.6 1,233 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output per System 18,000 0 Total Output Btuh 36,000 -1,193 Total Output ons 3.0 1,233 Total Output Btuh/s ft 22.6 contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. Total Output s ftlTon 531.7 28,383 Air System only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow (cfm) 2,400 Heat Pump 25,343 7,543 21,265 21,265 Jan 1 AM Airflow cfm/s ft 1.50 Airflow cfm/Ton 800.0 Totals 01 01 1,595 0 Outside Air % HVAC SYSTEMS Total Adjusted System Output 25,343 7,543 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfmis ft 0.00 System Name Qt . Heatin T e Min. Eff. CoolingType Min. Eff. Thermostat Type Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Furnace 65% AFUE Split Air Conditioner 13.0 SEER Setback 78 / 63 OF fig / 60 OF 69 / 60 OF f Q Ed Cooling Coil Supply Fan 69160 OF 2,400 cfm - 44.4 % ROOM I ,':,: �. 78/63°F EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 14 of 14 HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status MVAC ducted Ducted Attic, Ceiling ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ ❑ �{ OD V )ATE 05-13-2013 WATER HEATING SYSTEMS )RAWN BY FEP S stem Name Qty. Type Distribution Rated Input Btuh K50 Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status Noritz Gas instantaneous 1 Instant Gas No Pipe insulation 175,000 0.92 n/a n/a Altered Existing Standard 50 gal 0 1 Small Gas pre -altered for Above 40,000 0.53 n/a n/a MULTI -FAMILY WATER HEATING DETAILS HYDRONiC HEATING SYSTEM PIPING Control Hot Water Piping Length 0 .ro v ¢ - System Name Pipe Lencith Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried ❑ 13 ❑ EnergyPro 5.1 by EneigySoff User Number: 3119 RunCode: 2013-04-12T14:05:27 iD. 212037G(R) Pae 10 of 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name G SFD Gridley Farm Labor Housing Date 4/12/2013 System Name HVAC Envelope Measures: Floor Area 1,595 ENGINEERING CHECKS 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. SYSTEM LOAD Number of Systems 2 COiL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 1,631 15,208 499 630 Return Vented Lighting 0 Return Air Ducts 886 Return Fan 0 Ventilation 0 001 0 Supply Fan 1,193 Supply Air Ducts 886 TOTAL SYSTEM LOAD 1 18,174 499 PEAK Heating System 150(f): Air retarding wrap is tested labeled and installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. Sensible Output per System 18,000 27,109 Total: Output Btuh 36,000 Space Conditioning, Water Heating and Plumbing System Measures: Output Stuh/s ft 22.6 1,233 Cooling System 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 0 Output per System 18,000 0 Total Output Btuh 36,000 -1,193 Total Output ons 3.0 1,233 Total Output Btuh/s ft 22.6 contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. Total Output s ftlTon 531.7 28,383 Air System only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow (cfm) 2,400 Heat Pump 25,343 7,543 21,265 21,265 Jan 1 AM Airflow cfm/s ft 1.50 Airflow cfm/Ton 800.0 §150(k)9: Permanently installed lighting that is Internal to cabinets shall use no more than 20 watts of power per linear foot of Outside Air % 0-0% Total Adjusted System Output 25,343 7,543 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfmis ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 24 OF Outside Air 0 cfm 70 OF 70 OF 110 OF 110 °F ' " Heating Call Supply Fan 2,400 cfm 110° F ROOM(' 70 OF - - COOLING SYSTEM PSYCHROMETiCS Airstream Temperatures at Time of Cooling Peak 101 171 OF Outside Air 0 cfm 78/63°F 78 / 63 OF fig / 60 OF 69 / 60 OF f Q Ed Cooling Coil Supply Fan 69160 OF 2,400 cfm - 44.4 % ROOM I ,':,: �. 78/63°F EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 14 of 14 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name G SFD Gridley Farm Labor Housing Date 1411212013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of F-1 R CF -1 R -ADD or CF - the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (C , shall beincor orated o Measures Summa a I 1 R -ALT Form) shall supersede the items marked with an asterisk ()below. This Mandatory Summary p Into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Envelope Measures: .Building 116 a is Doors and windows between conditioned and unconditioned s aces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. indicate typo and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. 150(d): Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested labeled and installed according to ASTM Ell 677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permlinch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150(e)1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous buming pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve and recirculation loop connection requirements of § 1 13 c 5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other Indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely In conditioned space. 150 ' 4: Solar water-heating:systems and/or collectors are certified by the Solar Rating and Certification Corporation. programmed to run only during off-peak electric demand periods. EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05.27 ID: 212037G(R) Page 11 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1R Project Name Date G SFD Gridley Farm Labor Housing 4/12/2013 i §150(m)l: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirety In conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support plat;orms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be compressed to cause reductions In the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used In combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. i 50 m 10: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: i §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. I §114(b)l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of fill50(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently Installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is Internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 12 of 14 MANDATORY MEASURES SUMMARY: Residential . Page 3 of 3 MF -1 R Project Name Date G SFD Gridley Fane Labor Housing 1411212013 { §150(k)l0: Permanently Installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms hal e ' . shall b high efficacy. Y EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that t c omplies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION -1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass svyitch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number 3119 RunCode: 2013-04-12T14:05:27 ID: 212037G(R) Page 13 of 14 PERMIT # OB10010 BUTTE COUNTY DEVELOPMENT SERVICES SHEET REVIEWED FOR CO COMPLIANCE DA BTiY -- -- { - a 'r- y Gi C] co mC6uq LO co Q J-� �� t� CU c m E � � m i OB10010 BUTTE COUNTY DEVELOPMENT SERVICES SHEET REVIEWED FOR CO COMPLIANCE DA BTiY -- -- O H U U H �1 MO PJ_4 W �{ OD V )ATE 05-13-2013 )RAWN BY FEP OB10010 BUTTE COUNTY DEVELOPMENT SERVICES SHEET REVIEWED FOR CO COMPLIANCE DA BTiY -- -- BUILDING ENERGY ANALYSIS REPORT PROJECT: H SFD Gridley Farm Labor Housing 850 E. Gridley Road Gridley, CA Project Designer: PBA/md JV 710 12th Street Sacramento, CA 95814 (916) 448-1901 Report Prepared by: Jennifer Ferris ACCURATE ENERGY 3713 Laguna Way Sacramento, CA 95864 (916) 483-7313 Job Number: 212037H(R) Date: 4/12/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC-www.energysoft.com. Energ Pro 5.1 by Energ Soft User Number- 3119 RunCode: 2013-04-12T14:07:09 ID: 212037H(R) PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Bullding Type IH Single Family ❑ Addition Alone I Date H SFD Gridley Farm Labor Housing ❑ Multi Family 10 Existing+ Addition/Alteration 1411212013 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2 r North East South West Space Heating 98.89 41.55 57.34 40.70 58.19 39.11 59.78 40.65 58.24 Space Cooling 96.76 32.41 64.35 38.94 57.82 35.82 60.94 42.80 53.96 Fans 20.06 8.16 11.90 9.64 10.42 8.93 11.13 10.51 9.55 Domestic Hot Water 23.73 13.47 10.26 13.47 10.26 13.47 10.26 13.47 10.26 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 239.44 95.58 143.86 102.75 136.69 97.33 142.11 107.43 132.01 Percent Better Than Standard: 60.1% 57.1% 59.4% 55.1% BUILDING COMPLIES - NO NIERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 616 126 Fuel Available at Site: Natural Gas (E) 341 16 Raised Floor Area: 0 (S) 613 59 Slab on Grade Area: 1,597 (tM 351 16 Average Ceiling Height: 9.3 Roof 1,597 1 Fenestration Average LI -Factor: 0.31 TOTAL: 218 Average SHGC: 0.23 Fenestration/CFA Ratio: 13.6 REMARKS 1. Pre -1978 Dafau/t Assumptions were used when calculating the existing house including single pane metal framed windows/doors. _ 2. Existing Wall U -Factor greater than vintage default note is because the existing wall was correctly modeled as an 8" CMU = 0.53 and the vintage default wall in Table 3-2 is 0.356. 3. Altered Walls = 8 "CMU Furred with R-13 interior and R-6.5 Exterior, 2x4 Demising or Fill in = R-13; Existing insulated Rafter with new CRRC Certified Cool Roof. Reflectance = 0.65; Emittance = 0.83. 4. Existing Wall Fumace/Evap.Cooler to be altered with Variable Refrigerant Flow Heat Pumps with multiple air handlers. Consistent with the CEC standards, these units were modeled as a minimum compliant ducted heat pump. (7.7 HSPF/13.0 SEER/R-6.0 Ducts). 5. New and Altered windows/Doors. Milgard SuncoatMaxx/Argon/Edgegard. HS = 0.31/0.21; FX = 0.29/0.22. NFRC Dual Low -E2 for Patio Doors= 0.40/0.35,• ODL or Equal for SunTube = 0.43/0.28 STATEMENT OF COMPLIANCE Front (N) 27.9 0.310 0.21 none none Bug Screen This certificate of compliance lists the building features and specifications needed Front (N) 60.8 0.290 0.22 none none Bug Screen to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Front (N) 27.9 1.280 0.80 none none Bug Screen Efficiency Standards of the California Code of Regulations. Front (N) 37.4 0.310 0.21 none none Bug Screen The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company ACCURATE ENERGY 3713 Laguna Way �,r 'GS/ 4/12/2013 Address g y Name Jenni(erFerrfs City/Stale/ZipCity/Stale/Zip Sacramento, CA 95864 Phone (916) 483-7313 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company PBA/md JV Address 71012th Street Name Ms. Patricia Barnard City/State/Zip Sacramento, CA 95814 Phone (916) 448-1901 Signed License It Date Cooling Min. Eff Thermostat EnemvPro 5.1 by EnetgySoft User Number. 3119 RunCode: 2013.04-12114:07:09 iD: 212037H R Page 6 of 14 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name H SFD Gridley Farm Labor Housing Building Type El Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration Date 4/12/2013 Project Address 850 E. Gridley Road Gridley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,597 Addition 0 Wall If of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -411 must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features (see Part 2 of 5) Status Wall Solid Unit Masonry None 1,350 Ext --R-6.5 Int --R-13.0 Altered Door Opaque Door None 20 New Wall Wood Framed R-13 335 New Roof Wood Framed Rafter Filled 1,596 Cool Roof Altered Slab Unheated Slab -on -Grade None 1,597 Perim = 209' Existing 1 0 90 1 Removec 4.5.1 A4 House Wall 491 0.102 R-13 1 0 90 New 4.3.1-A3 House Wall 2331 FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 8.6 1.190 0.83 none none Bug Screen Removed Front (N) 27.9 0.310 0.21 none none Bug Screen Altered Front (N) 60.8 0.290 0.22 none none Bug Screen Altered Front (N) 27.9 1.280 0.80 none none Bug Screen Removed Front (N) 37.4 0.310 0.21 none none Bug Screen New Leff (E) 16.0 0.310 0.21 none none Bug Screen Altered Left (E) 16.0 1.280 0.80 none none Bug Screen Removed Rear (S) 28.0 0.310 0.21 none none Bug Screen Altered Rear (S) 54.4 1.280 0.80 none none Bug Screen Removed Rear (S) 35.6 1.250 0.80 none none Bug Screen Removed Rear (S) 20.0 0.400 0.35 none none Bug Screen New HVAC SYSTEMS _ Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered 233 0.093 None 16.5 None 13.0 Wood 270 90 Altered 4.3.6-173 E=4.3.5-0House Wall 16 0.102 R-13 270 90 New 4.3.1 A3 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ducted Ducted Attic, Ceiling ins, vented 6.0 Altered Roof 1,596 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A21 House FENESTRATION SURFACE DETAILS EnergyPro 5.1 by Energ Soft User Number. 3119 RunCode: 2013-0442T14:07:09 iD: 212037N(R) WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 instant Gas 0 0.92 No Pipe Insulation Altered Location/Comments 1 Window 4.4 1.190 Default 0.83 1 Default 0 1 Removed Single Metal Default FX House 2 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House EnergyPro 5.1 by EnergySoft User Number., 3119 RunCode: 2013-04-12T14:07:09 ID: 212037H(R) Page 3 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name H SFD Gridley Farm Labor Housing Bullding Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration I Date 4/12/2013 OPAQUE SURFACE DETAILS Date Project Address 850 E. Gridley Road Gridley Surface Type Area U- Insulation Joint Appendix .Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 421 0.093 None 6.5 None 13.0 Wood 0 90 Altered 4.3.6-F3 E=4.3,5 -B9 House Door 20 0.500 None 0 90 Removec 4.5. i -A4 House Door 20 0.500 None 0 90 New 4.5.1-A4 House Door 20 0.500 None 1 0 90 1 Removec 4.5.1 A4 House Wall 491 0.102 R-13 1 0 90 New 4.3.1-A3 House Wall 2331 0.093 None 16.5 None 13.0 Wood 90 90 Altered 4.3.6-F3 E=4.3.5-0House Wall 16 0.102 R-13 1 90 90 New 4.3.1-A3 House Wall 76 0.102 R-13 1 90 90 New 4.3.1-A3 House Wall 462 0.093 None 6.5 None 113.0 Wood 180 90 Altered 4.3.6-173 E=4.3.5 -B9 House Wall 41 0.102 R-13 180 90 New 4.3.1-A3 House Wall 51 0.530 None 1 180 90 Remove 4.3.5-B9 House Wag 51 0.102 R-13 180 90 New 4.3. i -A3 House Wall 233 0.093 None 16.5 None 13.0 Wood 270 90 Altered 4.3.6-173 E=4.3.5-0House Wall 16 0.102 R-13 270 90 New 4.3.1 A3 House Wall 86 0.102 R-13 ELEI 270 90 New 14.3.1-A3 lHouse Roof 1,596 0.052 Filled 0 22 Altered 4.2.2-A21 E=4.2.2 -A21 House FENESTRATION SURFACE DETAILS EnergyPro 5.1 by Energ Soft User Number. 3119 RunCode: 2013-0442T14:07:09 iD: 212037N(R) Page 4 of 14 iD Type Area Ll -Factor' SHGC Azm I Status Glazing Type Location/Comments 1 Window 4.4 1.190 Default 0.83 1 Default 0 1 Removed Single Metal Default FX House 2 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 3 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 4 Window 8.6 .0.290 NFRC - 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 5 Existing 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 6 Window 9.3 0.310 NFRC 0.21 NFRC 0 Altered NFRC Dual Low -E2 OP House 7 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 8 Window 10.1 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 9 Existing 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 10 Window 9.3 1.280 Default 0.80 Default 0 Removed Single Metal Default OP House 11 Window 18.7 0.310 NFRC 0.21 NFRC 0 New NFRC Dual Low -E2 OP House 12 Window 11.7 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 13 Existing 1.190 Default 0.83 Default Single Metal Default FX re -altered for above 14 lWndow 9.3 1.280 Default 0.80 1 Default 0 Removed Single Metal Default OP House 15Window Window 4.0 11.7 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX I House 16 lExIsting 1.190 Default I 0.83 Default I I I Single Metal Default FX I pre -altered for above (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC - Labeled Value 2 SHGC Type: 116-9 s Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value ID Window Exterior Shade Type SHGC H t Wd Overhanq Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 Overhan Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len N t 17 2 2] Bug Screen 0.76 18 Bug Screen Bug Screen 0.76 19 4 Bug Screen 0.76 20 5 Bug Screen 0.76 21 6 Bug Screen a76 22 7 Bug Screen 0.76 23 8 Bu Screen 0.76 24 9 Bu Screen 0.76 25 10 Bug Screen 0.76 26 11 Bug Screen 0.76 27 12 Bug Screen 0.76 28 13 Bug Screen 0.76 29 14 Bug Screen 0.76 30 15 Bug Screen 0.76 31 16 Bug Screen 0.76 32 Bug Screen 0.76 nPage7ofI4 EnergyPro 5.1 by Ener Soft User Number 3119 RunCode: 2013-04-12T14.07:09 ID. 212037H R i PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name H SFD Gridley Farm Labor Housing Building Type © Single Family Cl Addition Alone ❑ Multi Family m Existing+ Addition/Alteration 1411212013 Date Project Address 850 E. Gridley Road Gridley Cali fornla. Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,597 Addition 0 iof Stories 1 FiELD INSPECTION ENERGY CHECKLIST ❑ Yes © No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ftp} Features (see Part 2 of 5) Status p 07 E ESE ti cr4n e•? �-' FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Rear (S) 11.1 0.310 0.21 none none Bug Screen New Right (W) 16.0 1.280 0.80 none none Bug Screen Removed Right (W) 16.0 0.310 0.21 none none Bug Screen Altered Skylight 0.6 0.430 0.28 none none None New ce FENESTRATION SURFACE DETAILS ID Type : Area 33 Window 13.2 34 Window 17.8 35 Wndow 20.0 36 Window 17.8 37 Window . 13.2 38 Window 11.1 U -Factor SHGC2 1.280 Default 0.80 Default 1.250 Default 0.80 Default 0.400 NFRC 0.35 NFRC 1.250 Default 0.80 Default 1.280 Default 0.80 Default 0.310 NFRC 0.21 NFRC Azm Status Glazing Type Location/Comments 180 1 Removed Single Metal Default OP House 180 1 Removed Single Metal Door 112 lite House 1801 New NFRC Dual tow -E2 DR House 180 Removed Single Metal Door 1/2 lite House 180 Removed Single Metal Default OP House 180 New NFRC Dual Low -E2 OP House HVAC SYSTEMS Qty. Heating Min. Eff Cooling_Min. Eff Thermostat Status 180 Removed Single Metal Default OP House 180 Removed Single Metal Default OP House 270 Removed Single Metal Default OP House 42 Window 16.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House 43 Existing 44 Skylight 0.6 1.280 Default 0.80 Default 0.430 NFRC 0.28 NFRC HVAC DISTRIBUTION Duct Location Heating Cooling, Duct Location R -Value Status JOB10010 WATER HEATING Qty. Type Gallons Min. Eff Distribution Status (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID I Exterior Shade Type 33 Bug Screen EnergyPro 5.1 by Energ Soft User Number. 3119 RunCode: 2013-0442T14:07:09 iD: 212037N(R) Page 4 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name H SFD Gridley Farm Labor Housing Building Type O Single Family ❑ Addition Alone ❑ Multi Family 2 Existing+ Addition/Alteration Date 4/12/2013 OPAQUE SURFACE DETAILS i Surface U- Insulation Joint Appendix Type Area Factor C2yt Exterior Frame Interior Frame I Azm Tilt Status 4 Location/Comments Slab 1,597 0.730 None 1 0 180 Existing 4.4.7-A1 House m ,p IR m p 07 E ESE ti cr4n e•? �-' U J ce FENESTRATION SURFACE DETAILS ID Type : Area 33 Window 13.2 34 Window 17.8 35 Wndow 20.0 36 Window 17.8 37 Window . 13.2 38 Window 11.1 U -Factor SHGC2 1.280 Default 0.80 Default 1.250 Default 0.80 Default 0.400 NFRC 0.35 NFRC 1.250 Default 0.80 Default 1.280 Default 0.80 Default 0.310 NFRC 0.21 NFRC Azm Status Glazing Type Location/Comments 180 1 Removed Single Metal Default OP House 180 1 Removed Single Metal Door 112 lite House 1801 New NFRC Dual tow -E2 DR House 180 Removed Single Metal Door 1/2 lite House 180 Removed Single Metal Default OP House 180 New NFRC Dual Low -E2 OP House 39 Window 4.0 40 Window 24.0 41 Window 16.0 1.280 Default 0.80 Default 1.280 Default 0.80 Default 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 180 Removed Single Metal Default OP House 270 Removed Single Metal Default OP House 42 Window 16.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House 43 Existing 44 Skylight 0.6 1.280 Default 0.80 Default 0.430 NFRC 0.28 NFRC Single Metal Default OP pre -altered for above 0 New ODL Solartube Skylight House JOB10010 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID I Exterior Shade Type 33 Bug Screen Window Overhanq Left Fin Ri ht Fin SHGC H t Wd Len H t LExt RExt Dist Len H t Dist I Len Hot 0.76 34 Bug Screen FENESTRATION SURFACE DETAILS 35 Bug Screen ID Type Area U -Factor SHGC Azm Status Glazing Type I Location/Comments 17 Window 9.3 0.310 NFRC 0.211 NFRC 0 Altered NFRC Dual Low -E2 OP House 18 Existing 1.280 Default 0.80 IDefault Single Metal Default OP pre -altered for above 19 Window 10.1 0.290 NFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 20 Existing 1 1.190 Default 0.83 Default Single Metal Default FX pre -altered for above 21 Window 1 9.3 1.280 Default 0.80 1 Default 0 1 Removed Single Metal Default OP House 22 116indow 18.7 0.310 NFRC 0.21 NFRC 0 New NFRC Dual Low -E2 OP House 23 Window 8.6 0.290 iNFRC 0.22 NFRC 0 Altered NFRC Dual Low -E2 FX House 24 25 Existing Window 4.4 1.190 Default 0.83 Default Single Metal Default FX 1.190 Default 0.83 Default 0 Removed Single Metal Default FX pre -altered for above House 26 Window 16.0 0.310 NFRC 0.21 NFRC 90 Altered NFRC Dual Low -E2 OP House 27 Existing 1.280 Default 0.80 Default Single Metal Default OP re -altered for above 28 Window 16.0 1.280 Default 0.80 Default 90 Removed Single Metal Default OP House 29 Window 24.0 0.310 NFRC 0.21 NFRC 180 Altered NFRC Dual Low -E2 OP House 30 Existing 1.280 Default 0.80 Default Single Metal Default OP pre -altered for above 31 Window 4.0 0.310 NFRC 0. 211 NFRC 180 Altered I NFRC Dual tow -E2 OP House 32 Existing 1 1 1.280 Default 0.80 1 Default I Single Metal Default OP I pre -altered for above (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Overhan Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len N t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 iBug Screen 1 0.76 30 IBug Screen 0.76 31 JBug Screen 0.76 32 Bug Screen 0.76 EneTyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013.04-12T14:07:09 ID: 212037H(R) Page 8 of 14 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Bullding Type ® Single Family ❑ Addition Alone Date H SFD Gfidley Farm Labor Housing ❑ Multi Family 0 Existing+ Addition/Alteration 4/12/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified In this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of thespecial ecial justification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. The Existing Wall WALL e/a has a U- actor greater than the Vintage Defaults. Field verification is required. The Existing Wall LWALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall BWALL e/a has a U-Factorgreaterthan the Vintage Defaults. Field verification is required. The Existing Wall BWALL/d has a U -Factor greater than the Vintage Defaults. Field verification is required. The Existing Wall MALL e/a has a U -Factor greater than the Vintage Defaults. Field verification is required. The Roof 9, -11, Filled 2x6 Rafter New CRRC Roof Reflectance = 0.65, Emittance = 0.83 shall be rated and labeled by the Cool Roof Rating Council in accordance with Section 10-113 of the standards. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. I-EnergyPro 5.1 by EnemvSoft User Number 3119 RunCode: 2013-04-12T14:07:09 10: 212017H(R)Page 5 of 14 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Building Type a Single Family ❑ Addition Alone Date H SFD Gridley Farm Labor Housing ❑ Multi Family m Existing+ Addition/Alteration 1411212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interiorl Frame I Azm Tilt Status 4 Location/Comments i r m ,p IR m p 07 E ESE ti cr4n e•? �-' U J ce FENESTRATION SURFACE DETAILS ID Type : Area 33 Window 13.2 34 Window 17.8 35 Wndow 20.0 36 Window 17.8 37 Window . 13.2 38 Window 11.1 U -Factor SHGC2 1.280 Default 0.80 Default 1.250 Default 0.80 Default 0.400 NFRC 0.35 NFRC 1.250 Default 0.80 Default 1.280 Default 0.80 Default 0.310 NFRC 0.21 NFRC Azm Status Glazing Type Location/Comments 180 1 Removed Single Metal Default OP House 180 1 Removed Single Metal Door 112 lite House 1801 New NFRC Dual tow -E2 DR House 180 Removed Single Metal Door 1/2 lite House 180 Removed Single Metal Default OP House 180 New NFRC Dual Low -E2 OP House 39 Window 4.0 40 Window 24.0 41 Window 16.0 1.280 Default 0.80 Default 1.280 Default 0.80 Default 1.280 Default 0.80 Default 180 Removed Single Metal Default OP House 180 Removed Single Metal Default OP House 270 Removed Single Metal Default OP House 42 Window 16.0 0.310 NFRC 0.21 NFRC 270 Altered NFRC Dual Low -E2 OP House 43 Existing 44 Skylight 0.6 1.280 Default 0.80 Default 0.430 NFRC 0.28 NFRC Single Metal Default OP pre -altered for above 0 New ODL Solartube Skylight House JOB10010 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B - Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID I Exterior Shade Type 33 Bug Screen Window Overhanq Left Fin Ri ht Fin SHGC H t Wd Len H t LExt RExt Dist Len H t Dist I Len Hot 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 None 1.00 EnergyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:07:09 ID: 212037H(R) Page 9 of 14 I ".s z 0 H U i r m ,p IR m p 07 E ESE ti cr4n e•? �-' I ".s z 0 H U Mo W U J ce o L0r�y ` V Go V DATE 05-13-2013 DRAWN BY FEP JOB10010 CERTIFICATE OF COMPLIANCE: Residential (Pari 5 of 5) CF -1 R Project Name H SFD Gridley Farm Labor Housing Building Type la Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration I Date 1411212013 BUILDING ZONE INFORMATION §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC House 1,597 14,652 1970 closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be Rated Tank Energy Standby Tank leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to otherbu;idings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that Input Cap. Factor Loss or Inre!. R- sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed S stem Name Qty. Type Distribution Btuh al or RE Pilot Value Status NoPftz Gas Instantaneous 1 instant Gas No Pipe insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal oi 1 Small Gas pre -altered forAbove 1 40,0001 Totals 01 01 1,5971 0 0.53 1 HVAC SYSTEMS n/a Airstream Temperatures at Time of Heating Peak ' System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 2 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback Altered pre -altered for above Fan Wall Fumace 65% AFUE Split Air Conditioner 13.0 SEER Setback EnergyPro 5.1 byEnergySotf User Number. 3119 RunCode: 2013.04-12T14:07:09 ID: 212037H(R) MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PiPING HVAC DISTRIBUTION System Name Heating Duct Ducts Cooling Duct Location R -Value Tested. Status HVAC Ducted. Ducted Attic, Ceiling Ins, vented 6.0 ❑ Altered pre -altered for above Ductless/ with Fan Ducted Attic, Ceiling Ins, vented 4.2 ❑ = Olt 13 WATER FIFATIN[; RVSTFMR Ene Pro 5.1 by EnergySoft User Number.' 3119 RunCode: 2013-04.12714:07.09 ID: 212037H(R) Page 10 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date H SFD Gfidley Farm Labor Housing 1411212013 System Name HVAC §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. Ext. occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located In rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be Rated Tank Energy Standby Tank leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to otherbu;idings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that Input Cap. Factor Loss or Inre!. R- sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed S stem Name Qty. Type Distribution Btuh al or RE Pilot Value Status NoPftz Gas Instantaneous 1 instant Gas No Pipe insulation 175,000 0 0.92 n/a n/a Altered Existing Standard 50 gal oi 1 Small Gas pre -altered forAbove 1 40,0001 50 0.53 1 n/a n/a Airstream Temperatures at Time of Heating Peak ' 24 OF __0_ Outslde Air -4 0 cfm 70 OF 70 OF 110 OF 110 OF 10 [ I -_ rt•7r' - Pi Heating Coit Supply Fan 110 OF 2,400 cfm ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 101/71°F Outside Air 0 cfm 78 / 63 OF 78/63°F 69160°F 69/60°F fns Cooling Coil Supply Fan 2,400 cfm 44.6%- 69 / 60 OF ROOM {: 78163 OF i EnergyPro 5.1 byEnergySotf User Number. 3119 RunCode: 2013.04-12T14:07:09 ID: 212037H(R) MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PiPING Hot Water Piping Length ft C O = Olt Ld .1 c Pipe Pipe Insul. Control Qty. HP 1 Plenum Outside Buried ¢ `- System Name Length Diameter Thick. El 13 Ene Pro 5.1 by EnergySoft User Number.' 3119 RunCode: 2013-04.12714:07.09 ID: 212037H(R) Page 10 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date H SFD Gfidley Farm Labor Housing 1411212013 System Name HVAC §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on . occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located In rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance Insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunafre is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to otherbu;idings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable re uirements of 4119. contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. EnergyPro5.1 by EnergySoft User. Number 3119 RunCode: 2013-04.12T14:07:09 iD: 212037H(R) Page 13 of 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name H SFD Gridley Farm Labor Housing Project Name H SFD Gridley Farm Labor Housing Date 4/12/2013 System Name HVAC 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is Floor Area 1,597 ENGINEERING CHECKS sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may SYSTEM LOAD of the ducts. Number of Systems 2 COIL COOLING PEAK COIL HTG. CFM Sensible I Latent CFM Total Room Loads 1,631 15,167 699 615 Return Vented Lighting 0 Return Air Ducts 684 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 1,193 Supply Air Ducts 884 TOTAL SYSTEM LOAD 18,128 699 PEAK Heating System Sensible Output perSystem 18,000 26,502 Total Output Btuh 36,000 150 m 10: Flexible ducts cannot have porous Inner cores. Output Stuh/s ft 22.5 1,206 Cooling S tem 0 Output perSystem 18,000 0 Total Output Btuh 36,000 -1,193 Total Output ons 3.0 1,206 Total Output Btuh/s ft 22.5 §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or Total Output (stilt/Ton 532.3 27,720 Air System Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. CFM perSystem 1,200 HVAC EQUIPMENT SELECTION §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain Airflow cfm 2,400 Heat Pump 25,281 7,631 21,265 21,265 Jan 1 AM Airflow cfm/s ft) 1.50 EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 IN or 100 watts for dwelling units larger than 2,500 ftz may be Alrflow cfm/Ton 800.0 sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed Outside Air (%) 0.0% Total Adjusted. System Output 26.2811 7,631 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Outside Air cfmis ft o.oa Note: values above gIven at ARi conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak ' 24 OF __0_ Outslde Air -4 0 cfm 70 OF 70 OF 110 OF 110 OF 10 [ I -_ rt•7r' - Pi Heating Coit Supply Fan 110 OF 2,400 cfm ROOM 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 101/71°F Outside Air 0 cfm 78 / 63 OF 78/63°F 69160°F 69/60°F fns Cooling Coil Supply Fan 2,400 cfm 44.6%- 69 / 60 OF ROOM {: 78163 OF i EnergyPro 5.1 byEnergySotf User Number. 3119 RunCode: 2013.04-12T14:07:09 ID: 212037H(R) Page 14 of 14 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name H SFD Gridley Farm Labor Housing Date 1411212013 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 1 50 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous Inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard.. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover.: §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). cn Residential Lighting Measures: §150(k)l : High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhauct fans in rooms other than kitchens shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)B: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 IN or 100 watts for dwelling units larger than 2,500 ftz may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear toot of illuminated cabinet. EnerggyPro 5.1 by EnergySoft User Number. 3119 RunCode: 2013-04-12T14:07:09 ID: 212037H(R) Page 12 of 14 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C CTE COMPLIANCE DA SHEET ramr - t� i �7 O �C;Lq U m E c m nail cn . 1 N SHEET ramr - t� i �7 O U U . 1 N W t--�I !�f oMM Olt Ld .1 C).Q V I GoU DATE 05-13-201.3 DRAWN BY FEP Joa10010 SHEET ramr - t�