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B16-2918 041-600-002 (2)
41 Job number >> 13-004A �"`f' DATE _ 12/19/16 Structural Calculations for Dan Selby Cory Canyon Road. Oroville, Ca. Shop/Residence Gary Hawkins Architac"i q t 3095 Ceres Ave. Ste 135 Chico, Ca. 95913 (530) 892-2100 (530) 893-0532 Fax AR HA 0. 018693 REN._, OF CA�-`F r . 0 X91 }?,1(> of C Zq, 211.(, (500, PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Y COD OMPLIANCE DATE 13, ; ' L BY , COY CALCDAA 11/13/97 G® Rev 9-20-99 Calculation data ------- ----------------------- Description >> --------------------------------------------------------------------- Jurisdiction Butte County , Code referenced : 2013 CBC Wind loading Basic wind speed 110 MPH Exposure C Seismic loading Site Class D Site Design Cataqory D s , Gravity loading Roof live load 18 PSF Floor live load n/a PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1500 PSF ` r r - 1 , LOAD -S' ! 9:05 PM .. REV 8-13-92 LOAD SUMMARY MODULE 12/16/16 ------------------------------------------------------------------------ DESCRIPTION >> -------------------------------------- --------------------------------- ASSEMBLY >roof SLOPE " > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION" UNIT WT. PITCH? ADJ. WT.' 12 Comp shingles 3.00 3.00 22 15/32" PLYWOOD X1.50 1:50 i 39 2 X 6 - 29" 1.10 1.10 39 2• X 6 - 24" 1.10 1.10. z 60 INSULATION R38 2.20 2.20 69 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80, ---------------------------------------- DL 13.70 USE: 19.00 PSF LL 18.00 PSF ------------------- ---------------------------------------------------- TL 32.00 PSF ASSEMBLY >wall SLOPE > IN 12. > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ.' WT. 85 1/8", PLASTER 10.00 10.00 21 •3/8' PLYWOOD 1.10 1.10 38 2 X 6 - 16' 1.70 1.70 58 INSULATION R19 1.10 1.10 69• MISC. 2.00 2.00 , 83 1/2' GYPSUM BD 2.50 2.50 DL 18.90 USE: 19.00 PSF LL PSF- ----------------------------------------------------------------------- TL 19.00 PSF Project: Location: HDR -1 Roof Beam [2013 California Building Code(2012 NDS)] 5.5 IN x 11.5 IN x 12.5 FT #1 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 43.5% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.15 IN U995 Dead Load 0.14 in ' Total Load 0.29 IN U520 ' Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS 9 B Live Load 1913 Ib 1913 Ib Dead Load 1747 Ib 1747 Ib Total Load 3660 Ib 3660 Ib Bearing Length 1.06 in 1.06 in BEAM DATA Span Length 12.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft ' Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 1300 psi Fb' = 1625 psi Cd=1.25 CF= 1.00 Shear Stress: Fv = 170 psi Fv' = 213 psi Cd=1.25 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp. -L to Grain: -Fc--L= 625 psi Fc -1' _ , 625 psi Controlling Moment: 11436 ft -Ib 6.25 ft from left support r Created by combining all dead and live loads. r Controlling Shear: -36601b At support. Created by combining all dead and live loads. Comparisons with required sections: B2d Provided Section Modulus: 84.45 in3 121.23 in3 Area (Shear): 25.83 in2 63.25 in2 Moment of Inertia (deflection): 321.59 in4 697.07 in4 Moment: 11436 ft -Ib 16416 ft -Ib Shear: -3660 Ib 8960Ib 1page Gary Hawkins � . _Gary Hawkins Architect -: 3045 Ceres Ave, Suite 135 . r, or !Chico, CA 95973 StruCalc Version 9.0.2.5 12/19/2016 11:58:11 AM Side One: LENGTHS Ladj = AND LOADS 12.5 w Roof Live Load: LL = 18 psf . Roof Dead Load: DL= 14 psf Tributary Width: TW = 15 ft Side Two: , 586 plf Roof Live Load: LL =, 18 psf Roof Dead Load: DL= 14 ,psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 ' SLOPE/PITCH ADJUSTED Adjusted Beam Length: LENGTHS Ladj = AND LOADS 12.5 ft Beam Self Weight: BSW = 13 plf Beam Uniform Live Load: wL = 306 plf Beam Uniform Dead Load: wD_adj = 280 plf Total Uniform Load: WT = 586 plf 12/16/2016 Design Maps Summary Report MUM Design Maps Summary Report User -Specified Input Report Title Selby Sat December 17, 2016 00:11:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.75960N, 121.6215°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 0.634 g SI = 0.266 g Sh,s = 0.820 g S,I = 0.497 g SDS = 0.547 g SDI = 0.331 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum 0.99 0.90 0.81 0.72 0.63 0.54 rA 0.45- 0.36 0.27 0.18 0.05-- 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.60- 0.54-- 0.48-- 0.42-- 0.36-- 0.30 .600.540.480.420.360.30 0.24 0.18 0.12-- 0.06-- 0.00 .120.060.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period. T (sec) For PGA,„ T, CRS, and CR, values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 9 httpJ/earftLiake.Lisgs.gov/designmaps/Lis/sum mary.php?tem plate= minimal &latitude=39.7596&longitude=-121.6215&siteclass= 3&riskcategory=0&edition=asc... 1/1 File >SHEARW 4:08 PM 12/16/16 ------------------------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ------------------- :------------------------------ _---------------------------------------- Description >> Common nails >> ,(Box nails) Seismic Wind Mark Description-, HF DF H£ DF 1 3/8' cdx plywood with 8d nails .213 .260 .299 .365 at 6", 12" o.c. (.173) (.211) (.242) (.296) 2 3/8' cdx plywood with 8d nails .312 .380 .436 .532 at 40, 12" o.c. (.253) (.308) (.35.3) (.431) 3 3/8" cdx plywood with 8d nails ,.402 .490 .562 .685 at 3", 12" o.c. (.326) (.397) (.455) (.554) 4 15/32" cdx plywood with 10d nails .254 .310 .357 .435 at 6", 12"o.c. (..206) (.251) (:289) (.352) 5 15/32" cdx plywood with 10d nails .377 .460 .529 .645 at 4", 121 o.c. 1.305) (.373) (.428) (.522) - 6 15/32" cdx plywood with 10d nails .492 .600 .689 .84 at 3', 12" o.c. (.399) (.486) (.558) (.680) 7 1/2' gyp bd with 5d nails wind .082 .100 at 7" o.c. edge 6 field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 ' at 7" o.c. edge 6 field Unblocked seismic .047 .058 9• 7/8" cement plaster over expanded metal .148 .180 C or woven wire lath with no. 16 gage staples, r (7/8' leg) at 6" o.c. `'10 3/8" plywood siding with 8d nails .131 .160. .184 .225 '• at 6", 12" o.c. 'r e 1 . 9U)0) uww �3M>w 7CAfAJ U-) W) -)ppf2 ,WWW ,WW[it =__ ) Cl) 0)CO Iog$ �'COO 8r. ���4 co co co g O U l OA W,0�.er ;) Oct vj -Pol. st `tXV5�.,L17,1 � -1 COMET 3-0236 - 100 SHEETS - 5 SQUARES ' 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER' v 14 rZ `7 u 3-0235 — 50 SHEETS — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER 75 o NY IF cr � 9 •, vcov — av ON= i s — 5 SQUARES COMET 3-0236— 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 — 200 SHEETS — FILLER 9 f ® l Ei 41 41Z- ro �^s -" v I 0- --� 9 f ® l Ei 41 uvwa — Ou W ltt 1 S — 5 SQUARES COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137 = 200 SHEETS —FILLER Ro "4W c G S t. -��- 1� COMET 3-0236- 100 SHEETS - 5 SQUARES 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER COMET 3-0236 - 100 SHEETS - 5 SQUARES 3-0237 - 200 SHEETS - 5 SQUARES 3-0137- 200 SHEETS - FILLER L CP CIO 50 SHEETS - 5 SQUARES - COMET 3-0236 - 100 SHEETS - 5 SQUARES A 3-0237 - 200 SHEETS - 5 SQUARES ' 3-0137 - 200 SHEETS - FILLER my ; -% y. IQ -P �� y Conner 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES _ 3-0137 — 200 SHEETS — FILLER a s� � 1 <-. ( o C f cciicy � jq s COMET 3-0236 - 100 SHEETS - 5 SQUARES 3-0237 -200 SHEETS - 5 SQUARES r 3-0137-'200 SHEETS - FILLER cc ` ^ � � ^ F R �, i.. y •�'2 .. rte• ' 00, it 3-0235 - 50 SHEETS - 5 SQUARES COMET 3-0236 - 100 SHEETS - 5 SQUARES 3-0237 - 200 SHEETS - 5 SQUARES 3-0137 - 200 SHEETS - FILLER • ..-..�.,.. — uv once i J — 5 �I.IUAHtJ COMET 3-0236 — 100 SHEETS 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES _ J 3-0137 — 200 SHEETS — FILLER rZpim �' 1C !. ♦ a zi ra jr I i ftj p y �. C3 M �� COMET 3-0236 — 100 SHEETS — 5 SQUARES 3-0237 — 200 SHEETS — 5 SQUARES 3-0137— 200 SHEETS — FILLER � r Cr cp IVB r b cs s kis, L ' � 1. �/ s 1'• � -�. . � ` n O A, est n Truss Take -off Design & Sales "&rsistance Monte Call - 793 Camellia Dr (530) 811-4132 Office Paradise, CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING t , X91 ` 4.1±60W00",x11:4 _ Selby Shop 12/19/2016 MiTek Industries (800) 772 5351 PERMIT# �(o 2t t V BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CQDE C®IV PLP CE DAa 4 t1 BY 1�q_ C0py Al S A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 - _?A!. A2 A2 BUTTE COUNTY A2 A2 APPROVED A2 A2 A2 -- A2 — -- -- Al 9UILDER ISSUE DATE: TITLfSelby ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY. REFER TO TRUSS STRUCTURP.LCALCULATIONSDRAWING AND IFOR ALLG FURTHER ON. BUILDING DESIG ERIENG NEEIR OF RECORD RESPONSIBLE FOR ALL NON -TRUSS TO TRUSS CONNECTIONS. BUILDING DESIGNERIENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL DESIGNS PRIOR TO CONSTRUCTION. ry1� Issista. ..4 1 C e M v Cdu 530 877 4732 Offitf, PROJECT REVISION -1: `???] PLAN: PRAWN BY: REVISION -2: [!!!] ICHECKED BY: ELIVERY LOCATION: SCALE: WOS€L-BY (???), [???) SHOP All designs are property of MEEK'S LUMBER AND HARDWARE. All designs are null and void if not fabricated by MEEK'S LUMBER AND HARDWARE. - Job Truss Truss Type O`71P" y Ply Selby Shop , 60690SELBY_SHOP Al GABLE 1 1 K2683678 BCDL 10.0 Code IBC2012lrP12007 LUMBER - TOP CHORD 2x4 DF No.18Btr G Job Reference Co lional I Sala IraNCE. PARADISE, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Dec 19 11:25:52 2016 Page 1 ID:e9vxrOv6MB t OgEFwBv8RHry7SCU-5aAb9TE5z_GfeLljNn_OI20J WOFnIHeUfkKkC4y707T 2.0-0 2 O 0 { 7-9-6 7-2-10 ....... 22-2-10 30.0.0 I 32-0.0 7-9-6 7-2-10 7-2-10 7-9-6 2-0-0 Scale = 1:56.3 r r -v — — — — — — c,cv ,a ,e .r al Io IJ Iw IJ IL II IV 3x4 = 3x4 = 5x8 = 5x8 = I 6-0.6 I I 236-0-6 5-1-10 1 20 -0.0 -5-105160 7-0-0 ' 6-0-6 LOADING (psf) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 11.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2012lrP12007 LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 OF No.18Blr G WEBS 2x4 OF No. 1&Btr G OTHERS 2x4 DF No.18Blf G REACTIONS. All bearings 30-0-0 CSI. DEFL. in (loc) I/deo Lid TC 0.43 Vert(LL) 0.01 7 n/r 120 BC 0.15 Vert(TL) 0.02 7 n/r 120 WB 0.29 Horz(TL) 0.01 12 n/a n/a Matrix -S PLATES GRIP MT20 220/195 Weight: 281 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing direclly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23,17-18,13-14. (lb) - Max Horz 2=-103(LC 21) Max Uplift All uplift 100 Ib or less at joint(s) 15, 21, 28, 9 except 2=-240(LC 25), 11=-417(LC 26), 26=-430(LC 25),6=-243(LC 26) Max Grav All reactions 250 Ib or less at joint(s) 18, 17, 29, 28, 27, 25, 24, 23, 22, 19, 16, 14, 13, 12, 10, 9, 8 except 2=318(1_C 37), 15=408(LC 1), 11=566(LC 23), 21=413(LC 1), 26=551(LC 22), 6=304(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-503/438, 3-4=-435/414, 4-5=-415/414, 5-6=-460/426 BOT CHORD 2-29=408/435, 28-29=-264/275, 25-26=-218/337, 24-25=-180/298, 19-21=-216/302, 15-16=-216/302, 11-12=-195/279,8-9=-273/311, 6-8=-393/431 WEBS 4-15=-331/241, 5-15=-427/379, 5-11=-600/479, 4-21=-330/241, 3-21=-419/379, 3-26=-611/479 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsh h=25f ; 6=45f1; L=30ft; eave=2ft; Cal. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 21; 28, 9 except (jt=lb) 2=240, 11=417, 26=430, 6=243. 11) This truss has been designed for a total drag load of 1800 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 60.0 plf. 12) No notches allowed in overhang and 20000 from left end and 20000 from right end or 12' along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 D.C. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between each notch. AWARNING • Varily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Duality Criteria, DSB-89 and SCSI Building Component. Safety. Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. QROFESS/p\ 1. RR 1'9! ao S6332 E XP. 6130/2018 *. December 19,2016 MiTek' 250 Klug Circle Corona, CA 92880 la Job' 60690SELBY SHOP Type Selby Shop K2683679 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Dec 19 11:2556 2016 Pagel ID:e9vxrOv6MBlOgEFw0v8RHry7SCU-_LP6rrHc1Dm57z7Ucd2Kvub W1deh2N38MIxLsy707P 22-2-10 2 0-U 7.9-6 ---I 7-2-10 _. 2.0- 7-2.10 30.0-0 3.0- 0 7.9-6 0 4x6 = Scale = 1:56.3 rc t t lu 9 It 2.5x5 // 3x4 = 3x4 = 8x8 = 5x8 = ly 0 I 6-0-6 11-6-0 18-6-0 �\ S 6332 Lo M 23-11.10 30-0-0 XP. 6/30/2018 6-0-6 5-5-10 7-0-0 5-5-10 6 0 6 Plate Offsets (X Y)-- [2.0-2-8.0-2-81,f6.0.2-8 0-2-81,][20:04-0,0-3-0 -[57:0-1-15.0-0-12 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL .1.25 CSI. TC 0.43 BC 0.15 DEFL. Vert(LL) Vert(TL) in 0.01 0.02 (loc) 7 7 I/deb L/d n/r 120 n/r 120 PLATES GRIP MT20 220/195 LOADING (psf) TCLL 20.0 TCDL 11.0 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -S Weight: 281 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF No. t&Btr G 10-0-0 oc bracing: 17-18,13-14. OTHERS 2x4 DF No.1 &Btr G REACTIONS. All bearings 30-0-0. (lb) - Max Hoa 2=-103(LC 21) Max Uplift All uplift 100 Ib or less at joint(s) 15, 21, 28, 9 except 2=-418(LC 25), 11=-819(LC 26), 26=-832(LC 25), 6=-420(LC 26) Max Grav All reactions 250 Ib or less at joint(s) 18, 17, 29, 28, 27, 25, 24, 23, 22, 19, 16, 14, 13, 12, 10, 9, 8 except 2=482(LC 34), 15=408(LC 1), 11=968(LC 23), 21=413(LC 1), 26=953(LC 22), 6=481(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/862, 3-4=-813/792, 4-5=-794/792, 5-6=-884/849 BOT CHORD 2-29=-777/820, 28-29=-489/500, 27-28=-313/336, 25-26=-434/552, 24-25=-357/475, 23-24=-197/315, 21-22=-229/348.19-21=-426/512. 18-19=-206/292, 16-17=-286/372, 15-16=-426/512, 14-15=-201/285, 12-13=-249/333, 11-12=-414/499, 10-11=-218/256, 9-10=-362/416, 8-9=-538/576, 6-8=-778/816 WEBS 4-15=-569/478, 5-15=-723/676, 5-11=-1046/925,4-21=-567/478.3-21=-7151676. 3-26=-1057/925 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=30ft; eave=2h; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind {normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI i. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 21, 28, 9 except 01=1b) 2=418, 11=819, 26=832, 6=420. 11) This truss has been designed for a total drag load of 3600 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 120.0 pit. AWARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for on individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and piopeny damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSdTPl1 Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. E -c OF CAIN December 19,2016 Welk' 250 Klug Circle Corona, CA 92880 � �\ S 6332 Lo M XP. 6/30/2018 -c OF CAIN December 19,2016 Welk' 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Selby Shop • K2683679 60690SELBY SHOP A1S GABLE 1 1 Job Reference foDtional . DESIGN ASSISTANCE, PARADISE, CA 8.010 s Apr 20 2016 MiTek Industries Inc. Mon Dec 19 11:25:56 2016 Page 2 ID:e9vxrOv6MB 10gEFwBv8RHry7SCU-_LP6rrHcl Dm57z?Ucd2Kvub_W 1 deh2N38MIxLsy7O?P NOTES. 12) No notches allowed in overhang and 20000 from left end and 20000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge -wise notching, provide at least one tie plate between•each notch. r r , & WARNING • Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 mv. 10/03/2017 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �`�•YYT■ building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M le k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Corona, CA 92880 s ` JJob L 60690SELBY_SHOP Type Selby Shop K2683680 "^ 8.010 s Apr 20 2016 MiTek Induslries, Inc. Mon Dec 19 11:25:57 2016 Page 1 I D:e9vxrOv6MB 10gEFwBv8RHry7SCU-SYzU2Bl EOW uyl6agALZZS579_RvUQamDpO2VIly7Q90 '=2 } 22.2-10 2- .00-0.0 7-9-6 7-2-10 ---.1_22-2-10 — .I I 7-9-6 15-0-0 7-2-10 30.0-0 32.0.0 I 7-9.6. 2-0.0 Scale = 1:54.5 1.5x4 II 3x6 = 3x10 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=30h; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=202,6=202. BUTTE COUNTY ��oe RRIQ 10 /�. BUILDING DIVISION �`` o� e �0 APPROVED o:o s 6332 A EXP. 6/30/2018 *, December 19,2016 AWARNING - Vo117y design perametors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rov. 1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing uM iTe k' is always required for stability and to prevent collapse with possible personal injury and properly damage. -For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/rPl1 Quality Criteria, OSB -39 and SCSI Building Component i 250 Klug Circle Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 7-9-6 7-2-10 1 7-2-10-11 _ - 7.9-6 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 i Vert(LL) 0.08 9-11 >999 240 MT20 220/195 TCDL 11.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.28 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MS Weight: 136 Ib . FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD 2x4 DF No. 18Blr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No. 18,Btr G WEBS 1 Row at midpt 5-9.3-9 REACTIONS. (Ib/size) 2=1354/0-5-8.6=1354/0-5-8 Max Horz 2=108(LC 7) Max Uplift 2=-202(LC 8), 6=-202(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2098/289, 3-4=-1451/243, 4-5=-1451/243.5-6=-2098/289 BOT CHORD 2-11=-168/1791,9-11=-168/1791,8-9=-168/1791.6-8=-168/1791 WEBS 4-9=-145/793, 5-9=-690/134, 5-8=-18/288, 3-9=-690/134, 3-11=-18/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=30h; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=202,6=202. BUTTE COUNTY ��oe RRIQ 10 /�. BUILDING DIVISION �`` o� e �0 APPROVED o:o s 6332 A EXP. 6/30/2018 *, December 19,2016 AWARNING - Vo117y design perametors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rov. 1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing uM iTe k' is always required for stability and to prevent collapse with possible personal injury and properly damage. -For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/rPl1 Quality Criteria, OSB -39 and SCSI Building Component i 250 Klug Circle Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 r Job. Truss Truss Type ply Ply Selby Shop APPROVE® * EXP. 6/30/201 r S Ur311RP� .a CSI. DEFL. in 60690SELBY_SHOP A21) Common Common 1 1 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.09 __ MT20 220/195 TCDL 11.0 Job Reference (optional) vwivry Aooro Ir NCE, rrawurac, �N 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Dec 19 11:25:58 2016 Page 1 ID:Jbm8uHWe7kOr68drwL_ttgy7RX4-wkXsGXJsZgOoMG9sk24o IgKkgFj900M2gn2Qky7Q7N l -2-0-07-9-6 15-0-0 22.2-70 30-0.0 32.0-0 2-0-0 7-9-6 7-2-10 ~- 7-2-110 1 7-9-6 2 0� 4x6 = Scale - 1:54.5 3x6 - _ 1.5x4 II - 5x8 = 1.5x4 II 3x6 = ig 7-9-6 15-0-0 22-2-10 30-0-0 7.9-6 7-2-10 7.2.10 7-9.6 Plate Offsets (X.Y)-- f9:0 -4-0.Q:3-01 APPROVE® * EXP. 6/30/201 r S Ur311RP� .a CSI. DEFL. in (loc) I/deb Ud PLATES GRIP LOADING (psi) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.09 8-9 >999 240 MT20 220/195 TCDL 11.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.28 9-10 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.10 6 We n/a BCDL 10.0 Code ISC2012ITP12007 Matrix -MS Weight: 136 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Bit G TOP CHORD Structural woad sheathing directly applied or 4-4-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2x4 DF No. 1&Btr G WEBS 1 Row at midpt 5-9,3-9 REACTIONS. (Ib/size) 2=1354/0-5-8,6=1354/0-5-8 Max Horz 2=-108(LC 6) Max Uplift 2=-679(LC 25), 6=-679(LC 26) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2098/1266, 3-4=-1451/715, 4-5=-1451/715, 5-6=-2098/1266 BOT CHORD 2-10=-844/1791, 9-10=-174/1791, 8-9=-174/1791, 6-8=-844/1791 WEBS 4-9=-145/793, 5-9=-690/141, 5-8=-21/288, 3-9=-690/141, 3-10=-21/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf'on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=679.6=679. 7) This truss has been designed for a total drag load of 1900 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from -0.0 -to -2-0-0, 28-0-0 to -30'0-0 for 475.0 plf. December 19,2016 ® WARNING - Verify diff. parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7073 rev. 10/03/2017 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSOTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Corona, CA 92880 �� BUTTE COUNTYQ S 6332 BUILDING DIVISION APPROVE® * EXP. 6/30/201 r S Ur311RP� .a December 19,2016 ® WARNING - Verify diff. parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7073 rev. 10/03/2017 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSOTPII Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Corona, CA 92880 CQ.1 puyrrLJ5 Com re A1C.. p method t brace t shown onCompuTrus designs is to resist buckling of those webs. An aP,errate method to brace the 2x4 bradng shown on a single member truss -is to attach T bracing. Custom SoftHzre Engin. Manufacturing Tb FILE: NO: I Lateral Brac+ Detail DATE: t: 0728/08 S� O:I2787671. IPC 2006 /CBC 2007 2rang rs a 2x memberplaced -flat on the web as shown inthe figures. 1-2x4 Brace Required See appropnate.CompuTrus Engineering 2 or 3-2X4 BreceS SF1oWn See appropriate C.r True Engineeri rig 2x4 T Brace �►� 2xfi T Brace 2x4 T Brace E— Web I Web —0 Web The Tbrace mast fie at {east 80% of the web length and isattached with 1 Dd nails at 6'o.c ihrougho uL Typical at trusses 24-o.c: o nty. tf a 2x4 or axe s web requires a single brace 2 ora brace, a 2x4 Tbrace may be substituted. If a 2x4 or 2xB web requres ora 2x4 Tbraoe attached to the top and bottom ofthe web maybe substituted. The T brace(.) must be of equal or better material than the web. Trusses at 2476.c. typical Restraint required at each end of brace and at 20' inter ats. Brace must be.80 if. of the le ngth of the web. 2x4 lateral brc_ witti 2-10d nails per truss. Refer to CompuTrus Eng. .2x4 T Brace with IDd nails at 6'o.r- Lateral Pr,' -4r.,' N 1) 2 5 4. (C Tl M 1). M 2, 3, 4, 5, ST�4ND,�RD CABLE .END. 17.ETA I L 12 VARIES MATCH COM. TIWSS Q LEDGER MINIMUM GRADE CORDS. AND STUDS PER . TRUSS DESIGN.. SPAN TO -MATCH COMMON TRU55 4-I0d NAILS. MIN. 8d 6" O.G. 2-IOd TYP. PLYWOOD. SHEATHING TO . I . X4 STD. DF -L BLOCK - . 2' / 2 MAX EAVE H/ NO.2 OR BTR 4x2' OUTLOOKER5 @ 52" O.C,, DO' NOT OVER GUT TOP CORD 0 OUTLOOKER NOTCHES. OTE5: SIMPSON A54 OR EOUI VALENT 5TRONGBAGK LEDGER GABLE END SIMPSON A54 OR _ EOUI VALENT 2x GONTINOU5 BACKING H/ 16d'5 @ 24" 0.0.,MIN. CABLE TRU55 TO - BAGKINO 6 BACKING TO TOP PLATE. / 2X4 BLOCK .2X4 STUD OR BTR SPACED a 5'-0`' O.G. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT 'AT END W/ 4-10d NAILS, MAX LENGTH STANDARD TRU55E5 SPACED 0 24" O.G. J,L PETAIL A �--� 2X4 NO.2 OR BTR FOR LEDGER AND 5TRON6BACK NAILED TOGETHER H/ IOd NAILS © 6" O.G., ). 2X4 LEDGER NAILED TO EACH 5TUD. WITH 5-IOd NAILS. ). 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD H/ 2-I0d TOE NAILS. ). THE IOd NAILS SPECIFIED FOR LEDGER AND 5TRONGBACK ARE IOd BOX NAILS >.151 "DIAX5.0"LO) 115 DETAIL 15 APPL10ADLE TO 5TRUCTURAL 0ABLE .END. IF THE FOLLOHING CONDITIONS 'ARE =T: THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED 0 4'-0" MAX FOR 85 ' G H EXP. HIND LOADING. MAX MEAN ROOF HEIGHT 15 45'. MAX ROOF LIVE LOAD TO BE 40 POUND5 PER 5OUARE FOOT, PLEA5E CONTACT TRU55 ENGINEER IF THERE ARE 'ANY OUE5TION5, DE51ON NOT VALID IF LOCATED ON AN ISOLATED HILL, RIDGE OR.ESCARPMENT. r BUILDING ENERGY ANALYSIS REPORT PROJECT: Selby Shop Cory Canyon Road Butte Valley, CA 95965. Project Designer: Gary Hawkins Architect 3045 Ceres Ave, Suite 135 Chico, CA 95973 (530) 892-2700 Report Prepared _by: Jessica Hawkins Gary Hawkins Architect 3045 Ceres Avenue Chico, CA 95973 (530) 892-2700 0 f 1)'�i) 6 L' Job Nurn5cn 15-094 �� PERMIT# �O Date: BUTTE COUNTY DEVELOPMENT SERVICES - REVIEWED FOR 1/9/2017 CODE COMPLIANCE DATE BY 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 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Ener Pro 6.7 by Ener Soft User Number: 30024 ID: 15-094 A F TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R -PRF -01-E Certificate of Compliance 3 Form RMS -1 Residential Measures Summary 11 Form MF -1 R Mandatory Measures Summary 12 HVAC System.Heating and Cooling Loads Summary 16 r EnergyPro 6.7 by EnergySoft Job Number: ID: 15-094 A User Number: 30024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ~ Project Name: Selby Shop Calculation Date/Time:+08:44, Mon, Jan 09, 2017 Calculation Description: Title 24 Analysis , j Input File Name: 15 -094 -Selby Shop.xml GENERAL INFORMATION ` ENERGY USE SUMMARY 01 Project Name Selby Shop ' 05 02 Calculation Description Title 24 Analysis 08 r; ' 03 Project Location Cory Canyon Road Compliance Margin Percent Improvement 04 City Butte Valley 05 Standards Version Compliance 2015 06 Zip Code 95965. 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 225 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 500 15 Number of Zones 1 16 Slab Area (ft2) 500 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (ft2) N/A 21 Glazing Percentage (%) 10.9"/0 COMPLIANCE RESULTS 01 Building Complies with Computer Performance ii. 'k{ -�•t *3 � { F� ;+�.� }� iJ ?° t+� - 02--- This building incorporates feaaiuures'•-that require fieldies#ing�a�nd/or4:rrifica�tionjby �certified&HERS iv yaterkunde'rtthe supervision of a CECapproved HERS provider. 4�103 This building incorporates one or imore Specfal,FeaiCuresshown beiow ' Registration Number: 216-N0473V0C-000000000-0000 '.'' Registrationbate/Time: 2017-01-0909:01:11 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744. HERS Provider: CaICERTS inc. Report Generated at: 2017-01-09 08:44:38 ` ENERGY USE SUMMARY ' 04 05 06 07_ 08 Energy Use (kTDV/ft2-yr) ..,Standard Design ; Proposed Design Compliance Margin Percent Improvement Space Heating 26.70 . 26.93 -0.23 -0.9% Space Cooling - 72.15 79.91 -7.76 -10.8% IAQ Ventilation - - 1.86 .1.86 0.00 0.0% Water Heating 101.30 54.84 '" 46.46 45.9% Photovoltaic Offset — 0.00. 0.00 — Compliance Energy Total 202.01 163.54 38.47 19.0% ' Registration Number: 216-N0473V0C-000000000-0000 '.'' Registrationbate/Time: 2017-01-0909:01:11 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744. HERS Provider: CaICERTS inc. Report Generated at: 2017-01-09 08:44:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE_ METHOD S k. Project Name: Selby Shop Calculation Date/Time: 08:44, Mon, Jan 09, 2017 ' Calculation Description: -Title 24 Analysis% r Input File Name: 15-094 Selby Shop.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the. modeled energy performance for this computer analysis. • Window overhangs and/or fins,, ` HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. + r Building -level Verifications: , - IAQ mechanical ventilation ` Cooling System Verifications: • Refrigerant Charge HVAC Distribution System Verifications: —'None - Domestic Hot Water System Verifications: — None — ENERGY DESIGN RATING This is the sum of the annual TDV energy�consumption for energyuse components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual F_ - TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. - `=3� �;.' .-'"~ � � �� .�' ��""' • �� • � , • �r,i a'�. Reference Energy Use" Energy Design Rating Margin Percent Improvement Total Energy.(kTDV/f2-yr)• 'M 275'.75 38.47• - 72.2% ` - e' . ► t � . includes calculated Appliances and Miscellaneous Energy Use (AMEU). s ' + BUILDING = FEATURES INFORMATION . a, 01 02 03. 04 ',• -' ,.. 05. 06 07 " ° Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation ,'Cooling Systems Number of Water Heating Systems Selby Shop 500-, . 1 1 1 0 1 ZONE INFORMATION 01 02 03 - 04 05 06 07 ' Zone Name Zone Type r HVAC System Name Zone Floor Area ' (ft) _ Avg. Ceiling Height - Water Heating System 1 Water Heating System 2 Conditioned Zone Conditioned HVAC1 500 8 DHW Sys 1 Registration Number: - 216-N047357oC-000000000-0000 ' . - Registration Date/Time: 2017-01-09 09:01:11 , Y CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 y HERS Provider: CaICERTS inc. Report Generated at: 2017-01-09 08:44:38 ,.4 _ 4 CERTIFICATE OF,COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD , CF1R-PRF-01- Project Name: Selby Shop r - , Calculation Daterrime: 08:44, Mon, Jan 09, 2017 Page 3 of 8 Calculation Description: Title 24 Analysis Input File Name: 15-094 Selby Shop.xml OPAQUE SURFACES 01 .: 01. 02 .- t03N 'H ff J JL4+` 05l 06 07 08 Name Construction*�`i 1t Ty'Pe ILRoofRise Roof�Reflectance f %'Roof Emittance Radiant Barrier Cool Roof ' Attic Garage_' _ Attic Garage Roof Cons Ventilated A" rw 6� 0-`r, ,�'r�'°y 0 1 r:. 0.85 No No 01 0203 10 04 05 06 07 `.08- Name .3 Zone Construction, Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Exterior Wall Conditioned Zone R-19 Wall1 0 - specify - 133.4 30.5 90 Back Exterior Wall Conditioned Zone R-19 Wall1 180 - specify - 133.4 4 90 Right Exterior Wall Conditioned Zone R-19 Wall1 270 - specify - 240 40 90 Left Interior Surface Conditioned Zone>>Garage_ R-19 Wall R2 5040 SL Window 240 0 4.0 Roof Conditioned Zone R-38 Roof Attic 0.25 Insect Screen (default) 500 ' Front Exterior Wall 2 Garage_ R-0 Wall 0 - specify.- 544 288 90 Left Exterior Wall Garage_ R-0 Wall 90 - specify - 480 20 90 Back Exterior Wall 2 Garage_ R-0 Wall 180 - specify - • 544 0 90 Right Interior Surface Garage ±` »Conditioned Zone R-19 Wall - 240 : 0 tr Roof 2 /,Garage_ ^ = R-0 Roof Attic - 1000 _ ATTIC 01 .: 01. 02 .- t03N 'H ff J JL4+` 05l 06 07 08 Name Construction*�`i 1t Ty'Pe ILRoofRise Roof�Reflectance f %'Roof Emittance Radiant Barrier Cool Roof ' Attic Garage_' _ Attic Garage Roof Cons Ventilated A" rw 6� 0-`r, ,�'r�'°y 0 1 r:. 0.85 No No Attic Conditioned Zone Attic RoofConditioned Zone Ventila`tecl" ' "� " l '"% - y 0`1 ""� '" : 0.85 No No WINDOWS 01 .: 02 03 ' 04 05 06 1.07 ' 08 09 10 Name Type • ~ Surface (Orientation -Azimuth) Width (ft) Height (ft) Multipli . er Area (ft2) U -factor SHGC Exterior Shading F1 3036 SL Window Front Exterior Wall (- specify -0) • 3.0 3.5 1 10.5 0.32 0.25 Insect Screen (default) 1314010 SL Window Back Exterior Wall (- specify —180) 4.0 1.0 1 4.0 0.32 0.25 Insect Screen (default) R1 5040 SL Window Right Exterior Wall (- specify —270) 5.0 4.0 1 20.0 0.32 0.25 Insect Screen (default) R2 5040 SL Window Right Exterior Wall (- specify —270) 5.0 4.0 1 20.0 , 0.32 0.25 Insect Screen (default) .Registration Number: 216-N0473570C-000000000-0000. ' Registration Date/Time: 2017-01.0909:01:11 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 r HERS Provider: CaICERTS inc. Report Generated at: 2017-01-09 08:44:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Selby ShopF Calculation Date/Time: 08:44, Mon, Jan 09, 2017• Page 4 of 8 Y �! Calculation Description: Title 24 Analysis ' Input file Name: 15-094 Selby Shop.xml r _ DOORS _ 01 02 03 04 05 06 07 08 09 : 10 11 12 13 14 Overhang Left Fin Right Fin Ii1 Window Depth t 01 02 03 04 ' Name Side of Building Area (ft2) U -factor 3068 Metal Door Front Exterior Wall 20.0 0.70 120120 Garage Door Front Exterior Wall 2 144.0 0.70 120120 Garage Door 2 Front Exterior Wall 2 144.0 0.70 3068 Metal Door 2 Left Exterior Wall 20.0 0.70 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 : 10 11 12 13 14 Overhang Left Fin Right Fin Ii1 Window Depth t Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up F1 3036 SL 21 9.5 13.5 37.5 , 1.5 0 0 0 0 0' 0 0 01 B14010SL'� — '2•f `--''9.5 36.75 ._ 13.75, `1:5 0 0 0 0 0 0 0 0 .. R1 5040 SL' -" .� 2 ,12.5.' .6 2 1.5,,x. ,, 0 �,, _0�; • 0 0 0 0 0 0 - R2 5040 SL '- '2 �, 13 R ' 22 7J5 01�,� Oil r t;;N 940-M-1 0 0 0 0 _0 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Selby Shop Calculation DatefTime: 08:44, Mon, Jan 09, 2017 • ° - Page 5 of 8 Calculation Description: Title 24 Analysis Input File Name: -15-094 Selby Shop.xml OPAQUE SURFACE CONSTRUCTIONS SLAB FLOORS 01 X02 03 - 04 05 66 ". 07 02 03 04 - 05 Total Cavity Winter Design Name - Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers ` Conditioned Zone 500 63.34 None 0.8 No • Inside Finish: Gypsum Board Garage_ 1000 98 None 0 No • Cavity/ Frame: no insul. / 2x4 ` • Exterior Finish: Wood R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.302 Siding/sheathing/decking ' ' Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R19 0.067 Other Side Finish: Gypsum Board Ceilings (below Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/Frame: no insul. /2x4 1 Cavity/ Frame: no insul. / 2k4 Top Chrd a 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic Garage Roof Cons Attic Roofs ; j Wood Framed Ceiling in-O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofConditioned'Zone Attic Roofs Wood Framed Ceiling in. O.C. none 0.644- Roofing: Light Roof (Asphalt Shingle) - �- �. _, 1� -•rt. I r 1 ishBoard Ca Finish: Gypsum ramex -19/2x6 - Wal _ ' )OR Exterior Finish: Wood R-19 Wall1 Exterior Walls � Wood Framed 2x6 @`16 ih. O.C: 19 0:069 -- Siding/sheathing/decking ►` z} e ti U V I Inside Finish: Gypsum Board r ' Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Floor Joists: R-28.9 insul. SLAB FLOORS f 3 01 02 03 04 - 05 06 07 Name - Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade Conditioned Zone 500 63.34 None 0.8 No Slab -on -Grade 2 Garage_ 1000 98 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building EnWope Air Leakage CFM50 Not Required Not Required Not Required — Registration Number:' 216-NO473570C-000000000-0000 r Registration Date/Time: F 2017-01-09 09:01:11 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: CaICERTS inc. Report Generated at: 2017-01-09 08:44:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Selby Shop '. Calculation Date/Time: 08:44, Mon, Jan 09, 2017 ' • Y Page 6 of 8 Calculation Description: Title 24 Analysis + Input File Name: '15-094 Selby Shop.xml WATER HEATING SYSTEMS •+ 01 r 02 . 03 04 05 , .06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type • Tank Volume (gal) Energy Factor or Efficiency input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Instantaneous 0 0.84 185000-Btu/hr 0 0 r WATER HEATING - HERS VERIFICATION f 1 01 _i' / 02 03 04 05 06 07 ; 06 SC Sys Name - - System Type Heating Unit Name Recirculation Central DHW Name Pipe Insulation.. - Parallel Piping Compact Point -of Use - Control Distribution DHW Sys 1 - 1/1 Compressor Verification tDistribution t DuctlessHeatPump 8 60000 .48000 14 12 No No I 1-5010 0 At It it It 'tt $( P - SPACE CONDITIONING SYSTEMS r rr� � L�-'= U ff u U U --**0 - - , 01 N4 , 02 I 4 0P •C i V .1 l)4 F R 05 06 SC Sys Name - - System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name :Heat Pump System 1:::7 Heat Pump Heating and Cooling System . Heat Pump System 1 Heat Pump System 1 None None HVAC - HEAT PUMPS - 01 02 03 04 05 06 07 08 09 10 Heating Cooling; Zonally Multispeed HERS Name Type HSPF/COP Cap 47 Cap 17 SEER EER Controlled Compressor Verification Heat Pump System 1 r DuctlessHeatPump 8 60000 .48000 14 12 No No Heat Pump System 1 -hers -cool Registration Number: 216-N047357OC-000000000-0000 Registration Date/Time: 2017-01-09 09:01:11 HERS Provider: CaICERTS inc. ' s CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - CFiR-04072016-744 Report Generated at: 2017-01-09 08:44:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Selby Shop Calculation. Date/Time: 08:44, Mon, Jan 09, 2017 Calculation Description: Title 24 Analysis Input file Name: 15-094 Selby Shop.xml CF1 R -PRF -01 Page 7 of 8 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Not Required — Not Required Not Required Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 20 0.25 Default 0 Required PROJECT NOTES AP#041-006-002 Registration Number: 216-NO47357OC-000000000-0000 Registration Date/Time: 2017-01-09 09:01:11 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 Report Generated at: 2017-01-09 08:44:38 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Selby Shop Calculation Date/Time: 08:44, Mon, Jan 09, 2017 Page 8 of 8 Calculation Description: Title 24 Analysis ` « f Input File Name: 15-094 Selby Shop.xml : } •, - . - DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate,of Compliance documentation is accurate and complete: Documentation Author Name: c Documentation Author Signature: r Jessica Hawkins - ' Company: Signature Date: - Gary Hawkins Architect 2017-01-09 09:00:30 Address: CEA/HERS Certification Identification (if applicable): 3045 Ceres Avenue, Suite 135 City/State/Zip: Phone: Chico, CA 95973 530-892-2700 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, • worksheets, calculations, plans and specifications submitted to -the enforcemennt.agency for approval,with this.building permit application. " Responsible Designer Name: 3 j } ,• 1 1 111r, Responsible Designer Signature: Gary Hawkins ? rf� 'su H, t3) it C� Company:, _ _ �' Date Signed: �" DIE R ' Gary Hawkins Architect 2017-01-09 09:01:11 Address: License: 3045 Ceres Avenue, Suite 135 c18693 City/State/Zip: Phone: Chico, CA 95973 _ - "_ 530-892-2700 - Digitally signed by Ca10ERTS. This digital signature is provided in order to secuie the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. . Registration Number: 216-NO47357OC-000000000-0000 Registration Date/Time: • 2017-01-09 09:01:11 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 ? Report Generated at: 2017-01-09 08:44:38 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Selby Shop Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/9/2017 Project Address Cory Canyon Road Butte Valley California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 500 Addition nA # of Units 1 INSULATION Construction Type Area Cavi(ft) Special Features Status Wall Wood Framed R 19 672 New Door Opaque Door no insulation 20 New Slab Unheated Slab -on -Grade no insulation 500 Perim = 63' New Roof Wood Framed Attic R 38 500 New FENESTRATION I Total Area: 55 Glazing Percentage: 10-9%1 New/Altered Average U -Factor: 0.32 Orientation Area ftp U -Fac SHGC Overhang Sidefins Exterior Shades Status Left (N) 10.5 0.320 0.25 2.0 none Bug Screen New Right (S) 4.0 0.320 0.25 2.0 none Bug Screen New Front (W) 20.0 0.320 0.25 2.0 none Bug Screen New Front (1N) 20.0 0.320 0.25 2.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC Ductless/ No Fan Ductless n/a n/a New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.84 Standard New EnengvPro6.7 by Ener Soft User Number: 30024 RunCode: 2017-01-09T08:57:56 ID. 15-094 A Pae 11 of 16 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with, all applicable mandatory measures listed, regardless of the comDliance aDDroach used. Exceptions may aDDly. Review the respective code section for more information. Building Envelope Measures: §110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: 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). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(1): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the installation of a cool roof is specified on the CF1R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(g)l: In Climate Zones 14 and 16 a Class 11 vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class 11 vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class 11 vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of §110.8 §150.0 (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted averse U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: 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 readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(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: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. §150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). §150.00)lA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.0(j)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §150.00)2C: Pipe for cooling system lines shall be insulated as specified in §150.06)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class 11 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of §110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 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. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §150.0(m)2: 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. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)ll: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(.)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency §110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary §110.4(b)l: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. §110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110.4(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 pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)lA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of §150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)1C: §130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0(k). §150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in §110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to §130.0(c). §150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in §110.9 §130.0, §130.1, §130.4 §140.6 and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of §110.10 through §110.10(e). §110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §110.10 through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. §110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. §110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. §110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. §110.10(d): A copy of the construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c) shall be provided to the occupant. §110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Selby Shop Date 1/9/2017 System Name HVAC Floor Area 500 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING CFM Sensible 308 6,580 0 0 o o 0 0 0 6,580 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 60,000 256 153 6,048 Total Output Btuh 60,000 Output Btuh/s tt 120.0 0 Cooling System 0 Output per System 1 0 0 0 Total Output Btuh 1 256 0 Total Output ons 0.0 0 Total Output Btuh/s tt 0.0 Total Output s ft/Ton 6,000,000.0 6,048 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 High Efficiency Heat Pump 8.0 HSPF/14 SEER -12 E 1 0 36,453 Alrflow cfm/s tt 0.00 Airflow cfm/Ton 0.0 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 1 0 Aug 3 PM 36,453 Outside Air cfm/s tt 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF Outside Air 0 cfm 68 OF 4 -dbc 68 OF 105 OF 10 Heating Coil 4 4 A-T-EEU UDDE-9. 105 OF ROOM 68 OF 1 COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104/72°F Outside Air 0 cfm 75 / 62 OF 75/62°F 55/54°F Cooling Coil 55 / 54 OF 47.2% ROOM ]" 75 / 62 OF EnergyPro 6.7 by EnergySoft User Number. 30024 RunCode: 2017-01-09T08:57:56 /D: 15-094 A Page 16 of 16