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HomeMy WebLinkAboutB14-1853Access: Vol }~° An approved fire apparatus access read not less than'20 feet wide shall be provided for access N - ` within 150 feet of all portions of the building. Call 530;538-7888 to schedule a site visit prior to final to. verify fire access layout and markings.•a " �' 'Fire Extinguishers: j - - _ r _ , Extinguishers must be mounted on a -bracket or in a cabinet with the top not more than five feet above the floor. Base requirements are one 2A:IOB:C (minimum rating) fire extinguisher is required a . r t with_no more than 75;feet travel distance. Some areas may require high rated extinguishers with • . less maximum travel distance, depending on use. Extinguishers may be required to have a sign k ' mounted'above in order to be visible from a distance. r Address:'-,­ Ensure. ddress .Ensure. structure has appropriate building identification. Minimum 4" high arid 0.5" stroke. Ensure 1 the street address is posted at the street main'entrance and on the main or first building . t encountered. w + Storage-, k ` ` � - '� j � ' . ~� •- Storage shall be maintained 2 feet of more below the ceiling in non sprinklered areas of buildings or a minimum of 18 inches below sprinkler deflectors in sprinklered areas of building. Accepted by Butte County Building: , Division as a part; of approved plans. : + - �Review and. Approval is, granted by PERMIT# another agency or department for this I, wf BUTTE COUNTY DEVELOPMENT SERVICES item �GFp `REVIEWED FOR.'-' COD ` ,i DATE Gf' BY lnspeptions for this project shall be'completed r• " by -Butte County Fire prior to Building Division F r • ' F. Final,,lnspection. Contact Butte Fire for fire insoe%tions_(530) 5387888. " y r Structural calculations Date: August 21, 2014 BUTTE COUNTY Project description: AUG 2-6 2014 Maisie Jane's DEVELOPMENT SERVICES ~ Butte County, California II , l PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Additional notes: CODE COMPLIANCE DATEd -6Y ��SED C Frank.M Glazewski -.Architect PO Box 8066 �-- * C-27470. Chico, California 95927 .Tel 530.894.5001 , Fax 530.894.8164 email: frank@fmgarchitect.com Tq OF CAL�FO� DF r f Wind design criteria .8/19/2014 ,Description, Masie.Janes�;'s �r ,.. "' , r• ;,_ ,''R. ,,.,,,: .. _ ,k x ��'-!. #'�• `#,r,,; ��.,'a. ?s :';'•F : ,s a;.. sza,:,r'a�,�..a.'�s e e.?�tiw BufterCdun't CA. �+.•�.�< ��.. �.•.� .,,,��fra.t^,-.,••:s• � .�:Y. Wind design based on ASCE 7-10; Chapter 28 ` Wind Loads on Buildings - MWFRS - Envelope'Procedure. Risk Category, I (Wind loads) Table 1.4-1 ' + Select: ' Category u- Reference Figure 26.5-1A ' Basic Wind Speed, V' - M Reference Figure 26.5-1A, ,-. V: - ' X110: * mph y } »Wind Directionality factor, Kd ` Table 26.6-1 ' Buildings Main Wind Force Resisting System i Kd 0.85 Exposure Category Ref. Section 26.7: Exposure C - ` Topographic Factor, Krt _ - Reference Section 26.8 and Table 26.8-1 , ` Factors transferred from Topographic Factor worksheet jy 0.000 T K2 0.000 t z K3 • 0.000 : Kt' 1.00 Gust Effect factor, F 'Ref. Section 26.9.1 ': G ' 'Enclosure Classification Ref. Section '26.10 and 26.11 Enclosed f �" , Internal Pressure Coefficient, GCP; • . #� Ref. Table 26.11-1 GCP; 0.18 0.18 Velocity Pressure Exposure Coefficient, K= Kh Ref. Table 28.3-1 • Note: z shall be not taken less than 30 feet in exposure B Height of exterior wall at windward side, z ; r r 30:ftr,; < ,,: �. Kz 0.980 t Mean roof height h; i ' ' Kh 0.980 , , ,30;ft .� Input height, z, �: n 130ft Kzt 0.980 r Velocity Pressure, qz, qh ^Ref. Eq. (28.3-1) 25.80 psf - .. . qn 25.80 psf q:i _ 25.80 psf', " Reference figure 28.4-1 Calculate 2a distances; Case 1;Conttoll01g;conditon Mean roof height; .=feet,, • 2a - - ' .- - • • Building width - x dimension;, feet 24.00 , feet ' Building width - z dimension; feet .:20.00 feet Case 2;.��F�, .. . ,. ,rM ;. z �a Mean roof height;=feet feet 2a' Building width - x dimension ;feet '. 6.00 'feet Building width - z dimension; . ' ,6.00 feet 3 Case 3; « �" M.: ,+ x. i? �a a , k` 3c?:' .,. ,s x!74 Mean roof height feet, . 2a building width - x dimension; t'r0 00 feet -6.00 feet " Building width - z dimension; r 0 00 ". ;feet 6.00 feet.. _ Maisie Janes - Butte County, CA Figure 28.4.1 External pressure coefficients, GCpj Note: Positive pressures act toward the surface. Low -Rise Building - Design wind pressures Mean roof height, h. '2 .M= `2 -3:'6 '2' M �b .'2 - M = LOAD CASE A '2 -0 TM LIU- s 2-0 M, U5 z'. -2 '0 (. r- - a S -2 'D M W_ 3: M ID 3: Pitch 0 3: M (V 3: 6wv4 0).3 'a -6 c 0•1 �6 Z� C 0 -1:12 5' 0.40 1 -0.37 1 -0 0V:j':z::!: 9 : 1§91 0.61 -1.0 7 53 .0.43 a) 2 N 1%7:12:0� 30* 0.56 0.21 -0.43 -0 137 11 0. 0.69 ::�0.69 0.217 -0! 53 -0.48 13.16 psf 4-112; 12 45* 0.56 0.21 -0.43 -0.37 00:z. 0. 0.69 0.27 1 -0.53 -0.48 negative value of GC pi applied to all internal surfaces: LOAD CASE B WW -wall WW -roof LW -roof LW -wall Pitch �b&' 3XAA 1?F.- 7' .-,.3-1-, E 1:12tl '0 to 90* 14.97 psf -0.45 -0.59 -0.37 -0.45 0.40 1 -0.29 -0.48 -1.07 .1 -0.53 -0.48 0.61 -0.43 Wind pressures -11.61 psf 15.22 psf 1 -9.55 psf 1-11.61 psf j 10.32 psf 1 -7.48 Psf 1 -12.39 psf l -27.61 psf 1 -13.68 psf i -12.39 psf l 15.74 psf 1 -11.10 psf Note: Positive pressures act toward the surface. Low -Rise Building - Design wind pressures Mean roof height, h. '2 .M= `2 -3:'6 '2' M �b .'2 - M = i5 M '2 -0 TM LIU- s 2-0 M, U5 z'. -2 '0 (. r- - a S -2 'D M W_ 3: M ID 3: -CO 2 3: , a) - 3: M (V 3: 'It�4Ei"�� 0).3 'a -6 c 0•1 �6 Z� C 0 3: C: (V �b 0 , 3: C a)= 0 C 11.10 psf a) J. (V _j C C M N C) N 92 a) 2 N (D Co N _j 3: Case 1 - a positive value of GCpj applied to all internal surfaces; A WW -wall WW -roof LW -roof LW -wall Pitch., "2 T..' 1 '��13 �-41, ! L6_ ,1�� EW'�, 02E 3E��� 'It�4Ei"�� 1:12 5.68 psf -22.45 psf -14.19 sf sf TT 11.10 psf f 1 5 -18.32 -32n 2' 2 5! PPSSI 0 00 7:12 9.81 psf 0.77 psf - 15.74 psf 1-14.19 psf :lLOiGOO�00;� 13.16 sf -sf -18.32 -117 3 -12:12 sf 9.81 psf 0.77 psf -15.74 psf 1-14.19 psf 00, 13.16 psf 2.32 psf 18.32 psf Case 2 - a negative value of GC pi applied to all internal surfaces: WW -wall WW -roof LW -roof LW -wall Pitch �b&' 3XAA 1?F.- z!,(5..._ G:,;�,_ E w,;tI . 2 E_,4 3Ei,fh 1:12tl 14.97 psf -13.16 psf -192 f 1- sf a QQ!i 20.38 psf -22.96 psf 1-9.03 psf -6.45 psf 7:12 19.09 psf .10. 06 psf 6% r!i _42110 §0 22.45 sf 11.61 psf 1-9.03 psf -7.74 psf 12:12 19.09 psf 10.06 psf- -6.45 psf 1-4.90 psf ;�.:,010G�!' 0:.,..T 0.*0 22.45 psf 11.61 psf 1-9.03 psf -7 74 psf Case 3 - external pressure only; WW -wall WW -roof LW -roof LW -wall Pitch 2-; 3. 11 VP1 4�,;�, cA-' 3E,1*44, om E !� �e iZ 2 t_v- 4 E i;4 1:12 10.32 psf -17.80 psf -9.55 Osf 1-7.48 psf .06 -27.61 psf 1-13.68 15.74 psf psf -11.10 psf 7:12 14.45 psf 5.42 psf -11.10 psf 1-9.55 psf 0 a. 17.80 psf 6.97 psf 1-13.68 psf - 12.39 psf 12:12 14.45 psf 5.42 psf -11.10 psf 1-9.55 psf GG_:z;.I 17.80 psf 6.97 psf I -13.68 psf -12.39 psf Wall Roof Wall Roof 17.80 psf -8.26 psf 26.84 psf -13.93 psf . 24.00 psf 16.51 psf 30.10 psf 20.64 psf. 24.00 psf 16.51 psf 30.19 psf 20.64 psf Roof overhangs - Main Wind -Force Resisting System G 0.85 Cp 0.80 p 17.55 psf Applied surface 2 00 0 00 sf -17.03 sf 00 0 00 0 00 Zone; GCP;, GCP; Total; Wind pressure; Positive Negative - S Maisie Janes -Butte County, CA. 4 8/19/2014 Components and Cladding - Chapter 30 0.90 -'0.99' -1.26 -0.18 Risk category;. Category If 0.18 0.18' Basic. wind speed; 110 mph 1.08 -1.17 Wind directionality factor, Buildings - Components and Cladding 27.9 psf 1, 27.9 psf . Kd; 0.85 1 =37.2 psf Exposure category; Exposure C -Topographic factor, KZt; 1.00 Positive; Negative; Enclosure classification; Enclosed GCP; 0:18 -0:18 Velocidty pressure exposure. coefficient; Mean roof height,h; 30 ft Kh; 0.98 Table 30.3-1 Velocity pressure, qZ;" 25:8 psf. Eq. 30.3-1 - External pressure coefficients, GCP; Area considered; 10 ft2 Wind pressures at wall surfaces; Figure 30.4-1 Zone; GCP;, GCP; Total; Wind pressure; Positive Negative - 4 5 4 5 0.90 0.90 -'0.99' -1.26 -0.18 -0.18 0.18 0.18' 1.08 1.08 -1.17 -1.44 27.9 psf 1, 27.9 psf . -30.2 sf . 1 =37.2 psf Wind pressures at roof surfaces; Roof pitch; 1:12. 0 4.76 degrees, Area considered; 10 ft2 Roof type; Gable Minimum Stall parapet around roof with 0:5 7 degrees?. No Zone; GCP; GCP; Total; Wind pressure; Wind pressures at overhangs; =Zone; GCP; Wind pressure; Positive Negative Positive 3" --- --- --- -1.70 -1.70 Negative --- --- --- 0.0 psf -43.9 psf 1 2 ..3 1 1 2 3 0.30 0.30 0..30 -1.00 -1.80 -2.80 -0.18 -0.18 -0.18 0.18 0.18 .0.1.8 0.48 0.48 .0.48 1 -1.18 -1.98 -2.98 12.4 psf 12.4 psf 12.4 psf -30.4 psf -51.1 psf -76.9 sf Wind pressures at overhangs; =Zone; GCP; Wind pressure; Positive Negative 1 2: 3 1 2 3" --- --- --- -1.70 -1.70 -2.80 --- --- --- 0.0 psf -43.9 psf -72.2 psf Wind pressures at parapet walls; Wall height at top of parapet; 12.25 ft qp Load Case A; Load Case B; Zone; 4 5 Zone; 4.. 5 . Wind pressure; 79.0 psf 104.8 psf Wind pressure; 58.1 psf 65.0 psf Maisie Janes - Butte County, CA Surnmary of wind loads: 81'19/2014 Modeled direction Windward and leeward reversed Design values; Level Level Level Grid; Direction ;"iAN3%f.'_` '2 1.1'.47 7 40 ,, 3 2 1 3 2 Right J!�OEW'V_. 0 0 4481 0' 0 .... 4481 ------ 0 -------- 0 ---- ----- 4481 ------------- ------------- — ------------- — ---------------------------------------------- Left 0 0 0 0 0 0 0 0 0 4481 %M:ATP, R!Qht0 0 0 0 0 0 --------0----- ------ 0 ------ Left .. -------------- 0 ------------ 0 -0 8624 ----- ------ ------ 0 ------ ------ ----- 8,624 0 0 8624 8624 Right 1, 00 .0 0 0 0 ------------------------------------------ 0 0 0 --- Left ------------------------------------------------------------------------ 0 0 0 0 0 0 0 0 0 0 Right--- Ii. v ------- 0 0 - 0 ------- ------ 0 0 -------------­------------- 0 ----------------------------------------- 0 n 0 - ----- 0 Left 0 0 0 0 0 1 0 0 0 0 0 - ---------------------------------------------- 0 0 0 ------ 0 - 0 --- . - --- ----------- -- 0 ------ ----------------- 0 -------------- 0 ----- 0 ----- ----- Left 0 0 0 0 0 .0 0 0 0 0 ------------ Riaht — ------ ---------------------------------------------------- 0 0 0 0 0 -------------- -------------------------------------------------------- 0' 0 0 0 ------------- Left 0 0 1) 0 0 0 0 0 0 0 Ri ht 0 0 0 0 0 0 0 0 ------------- -------------- Left --0 0 -------------------------- 0 0 -------- ------------ 0 0 ------------------------------------------ 0 0 0 0 0 .'4-A ------- 0 -------------- 0 ------ ------- 0 0 0 ---------------------------- 0 0 ------ ------ .0 0 ---- Left 0 0 0 0 0 0 [ 0 0' 0— 0 0 0 0 0 2 ------------ R ----- ------ 9 ------ -------- Left ------ 0 ------- -------------- 0 ------ 0 ------ -------------------- 0 0 ------ ------------- 0 0 0 0 0 Right0 ht--- - 0 0 0 0 0 0 0 0 --------------- Left 0 ----------------------------- 0 0 ---------------------------- 0 '0 ----------------------- 0 .0 0 ------------ 0 0 V=Z! --------- Right ;rtt!?� — ----- 0 0 ----------------------------- 0 0 0 ----------------------------------------------------------------------- 0 0 0 0 -------------- Left 0 0 0 0 0 0 0 0 0 0 ;v7"'- �. Y�3 '0 0 0 0 .0 0 0 0 0 ---------------------------------------------------------------------------------------- Left Left 0 0 0 0- 0 ------------------------------ 0 0 ------ ----------- 0 Right -- - -------------- 0 0 0 ---------- 0 0 ------- ---- --------------- 0 ------ ------ 0 0 ----- 0 ----- ----- Left 0 0 0 0 0 0 0 0 0 0 Right 4A ' ':!�A"�� 0 0 .0 0 0 0 0 0 0 ---- — -------------- ---------------- Left 0 ---------------------- 0 --- 0 ----------- 0 0 ---------- 1 0 0 ----------- 0 ------------- 0 0 Rig ht 0 0 0 0 0 0 0 0 ------ ----- 0 ------ ------ -------------- Left 0 ------- ------- ---'- 0 0' 0 - ------ 6 ------ ------- 6 ------------- 6 ------ 6 6 0 0 0 0 0 0 .0 0 0 0 Left 6 60 ------ ------ ------6----- ---------6----- -------- 6 ----- ----------- -- _V.Riaht — ;�','4PV7 1 0 0 0 0 0 0 0 0 0 ------ ---------- Left 0 0 ------------- 0 0 -------------- 0 --------------------------- 0 0 ------------- 0 1 0 ;; R 0 0 0 0 0 0 0 00 ------------- Left -------------------------------------------------------------------------------------------------------------------- 0 0 0 0 0 0 0 0 0 0 Right 0 0 0 0 0 ------ 0 ----- 0 ---------- 0 ----- 0 ---- ---- ci6 ---------------------- 6 ------ ------- 6 -------------- 0 ------- ------- 0 --------------- 0 0 0 6 0 0 Right 0 0 0 0 0 0 0 0 0 Left 0 "0 0 0 0 0 0 0 0 0 0 0 ---- 0 ------- --------------------------- 0 0 Left 0 0 0 0 0 6 0 0 6 0 -------- Right--- 'Vzz 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 --Right -------- -------- Left -------------- 0 -------------- 0 0 ------------- ------ 0 0 -------------- ------ 0 -------------- ------------- 0 ----- 0 ------------ - 0 0 R 4 0 0 0 0 0 0 0 0 0 -- - Left ------------------------ 0 0 0 ---------------------------- 0 0 ----------------------------- 0 0 ----- 0 ------ ------ 0 0 0 0. 0 0 .0 0 0 0 Left -- ----------- 0 ----------------------------- 0 0 - 0 0 __6 ------ * ------ U ------------ ------ 0 0 R Lq ht ai-------- 9 '0 0 0 0 0 0 0 --- - - • Left ------ 0 0 6 76 6 0 - 0 ------ 0 0 j�-�VAUIn� at 9vld � j CNi ev`d wc.11S will to C7✓lD*V G.t �r`rds ( Z, �e b✓�fGt gvro�I T-kiS av-e(r,, o`11,.e S-{vuc.tL)ve is a CCA t^4,(-Cvei/tlt G2 i'roh �V�v►� ol Pl, to 5via A,I. (N) eA� walls ,N. (1 i�cvec.fe c,e w�vd fa��� —f-o Ttle y_I Pr. — S�ifrhic -Iqovicel w;l( �e ve(c,-FlVetl VW(vi t; 3�° Z 33' . 6.3z�` (Zud 15V-aC2 L4 2— (v0��i,�� = y.ZSK. X1,6., AS AS 6, 3 Z yoetck 9 1. ,. • _�.��-4.11-` -- - -- � �' ��� � �� � `' 9 w0, O FY = 0.0534 K !d Q w0, I 7 Project: Front wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F:\Frank\_Active jobs\14-049, Maisie Janes - Ginno\ MPmhPr FIPmPnts Member ;Section_ ; Material 1 'Node 2 Node: :: Len"th : Rz1 Rz2: One •Wa :.: •,.Framin ' 0.66 OK Cbz = 1.123, ft •; Cby = 1.000, C0101 8x2.5C14 ASTM A653 Grade 50 N001 N002 17.000 Rigid Rigid Normal(2-way) Column Co102 8x3.5C12 ASTM A653 Grade 50 N011 N012 17.000 Free Free Normal(2-way) KLy = 5.670 ft Column Co103 8x2.5C14 ASTM A653 Grade 50 N013 N014 17.000 Rigid Rigid Normal(2-way) Column ZP-3 8x2.5Z14 ASTM A653 Grade 50 N007 N009 9:750 Free Free Normal(2-way) Beam ZP-4 8x2.5Z14- ASTM A653 Grade 50 N009 N005 9.750 Free Free Normal(2-way) Beam ZP-5 8x2.5Z14 ASTM A653 Grade 50 N008 N010 9.750 Free Free Normal(2-way) Beam ZP-6 8x2.5Z14 ASTM A653 Grade 50 N010 N006 9.750 Free Free Normal(2-way) Beam Design Group Results Design Group: CFS—Column—G01 per 2012 NAS/US ASD Each member in the group is checked according to it's as -modelled shape. Material: \Steel\ASTM A653 Grade 50 Members Included (3): Co101, Co102, Co103 Axial+Flexure Check 1 Member Name Result Case Offset ft Code Ref. Unity Check Details C0101 D+.6W »-Z 7.341 C5.2.1 0.66 OK Cbz = 1.123, Cby = 1.000, Cmz = 1.000, Co102 .6D+.6W »-Z 7.341 C3.3.1 0.64 OK Cmy = 1.000, KLz = 17.000 ft, KLy = 5.670 ft Co102 D+.6W a -Z 7.341 C5.2.1 0.68 OK Cbz = 1.123, Cby = 1.000, Cmz = 1.000, Cmy = 1.000, KLz = 17.000 ft, KLy = 5.670 ft Co103 D+.6W a -Z 7.341 C5.2.1 0.66 OK Cbz = 1.123, Cby = 1.000 , Cmz = 1.000, Cmy = 1.000, KLz = 17.000 ft, KLy = 5.670 ft Strona flexure+Snear unecK Member Name Result Case Offset ft Code Ref. Unity Check Details C0101 .6D+.6W )>-Z 7.341 C3.3.1 0.57 OK Cbz = 1.123, Cmz = 1.000, KLz = 17.000 ft Co102 .6D+.6W »-Z 7.341 C3.3.1 0.64 OK Cbz = 1.123, Cmz = 1.000, KLz = 17.000 ft Co103 .6D+.6W »-Z 7.341 C3.3.1 0.57 OK Cbz = 1.123, Cmz = 1.000, KLz = 17.000 ft Design Group: CFS. Beam X G02 per 2012 NAS/US ASD Page 1 VisualAnalysis 11.00.0010 (www. iesweb. com) Project: Front wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F:\Frank\_Active jobs\1'4-04.9. Maisie Janes - Ginno\ Designed As: 8x2.5Z14, Material: \SteeIWSTM A653 Grade 50 Members Included (4): ZP-3, ZP-4, ZP-5, ZP-6 Strong weriectnon ChecK Result Case Offset ' ft Code Ref. Member Result Offset Code Unity Details Name Case ft Ref. Check ZP-3 Wind a -Z 4.875 IBC 1604.3.1 0.27 OK ZP-4 Wind »-Z 4.875 IBC 1604.3.1 0.27 OK ZP-5 Wind »-Z 4.875 IBC 1604.3.1 0.19 OK ZP-6 Wind >)-Z4.875 IBC 1604.3.1 0.19 OK it+Flexure Check 1 Member Name Result Case Offset ' ft Code Ref. Unity Check Details ZP-3 D+.6W »+Z . 4.875 C5.1.1 0.58 OK Cbz = 1.137, Cby = 1.137 , i, • Cmz = 1.000 , ZP-4 .6D+.6W »-Z 4.875 C3.3.1 0.24 OK Cmy.•= 1.000, KLz = 9.750 ft, KLy = 9.750 ft ZP-4 D+.6W »+Z 4.875 C5.2.1 0.58 OK Cbz = 1.137 , Cby = 1.137, Cmz = 1.000, ZP-6 .6D+.6W a -Z 4.875 C3.3.1 0.18 OK Cmy = 1.000, KLz = 9.750 ft, KLy = 9.750 ft ZP-5 D+.6W »+Z 4.875 C5.1.1 0.43 OK Cbz = 1.137 , Cby = 1.137 , Cmz = 1.000, Cmy = 1.000, KLz = 9.750 ft, KLy = 9.750 ft ZP-6 D+.6W »+Z 4.875 C5.2.1 0.43 OK Cbz = 1.137, Cby = 1.137 , Cmz = 1.000, Cmy = 1.000, KLz = 9.750 ft, KLy = 9.750 ft 5trona Flexure+shear Check Member Name Result Case Offset ft Code Ref. Unity Check Details ZP-3 .6D+.6W i> -Z 4.875 C3.3.1'. 0.24 OK Cbz = 1.137 , Cmz = 1.000, KLz = 9.750 ft ZP-4 .6D+.6W »-Z 4.875 C3.3.1 0.24 OK Cbz = 1.1371 Cmz = 1.000, KLz = 9.750 ft ZP-5 .6D+.6W n -Z 4.875 C3.3.1 0.18 OK Cbz = 1.137 , Cmz = 1.000 , KLz = 9.750 ft ZP-6 .6D+.6W a -Z 4.875 C3.3.1 0.18 OK Cbz = 1.137 , Cmz = 1.000, KLz = 9.750 ft Weak Flexure+Shear Check Member Result Offset Code Unity Details Name Case ft Ref. Check. ZP-3 D+.6H 4.875 C3.3.1 0.04.OK Cby = 1.137 , Cmy = 1.000, KLy = 9.750 ft Page -2 VisualAnalysis 11.00.0010 (www.iesweb.com) H Project: Front wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT F:\Frank\_Active jobs\14-049 Maisie Janes - Ginno\ ZP-4 D+.6H. 4.875 C3.3.1 ZP-5 ZP-6 D+.6H D+.6H 4.875 4.875 Member Min/Max Displacements C3.3.1 C3.3.1 August 20, 2014 0.04 OK 0.04 OK 0.04 OK Cby = 1.137, Cmy = 1.000, KLy = 9.750 ft Cby = 1.137, Cmy = 1.000, KLy = 9.750 ft Cby = 1.137, Cmy = 1.000, KLy = 9.750 ft Exfreme Item. Member' Result Case Name Offset..' . D : _ . .Dz . MY . MZ ft.. . m , in. Max Dy ZP-3 W -Z 5.460 1.040 0.000 Max Dz ZP-6 D+.6W a -Z 4.875 0.439 0.018 Min Dy ZP-4 W+Z 4.290 -0.955 -0.000 Min Dz Co102 W+Z 8.500 -0.878 -0.000 Nodal Reactions Node . Result Case:Name FX FY: FZ . ' .MX... MY . MZ K. K '.. K _ K -ft K -ft K -ft. N001 .6D+.6W a+Z -0.000 0.053 0.380 -NA- 0.000 -NA- N001 :6D+.6W »-Z 0.000 0.053 -0.414 -NA- -0.000 -NA- N001 .6D+.7Di -0.000 0.053 -0.000 -NA- 0.000 -NA- N001 0.75 D+L+W »+Z -0.000 0.067 0.475 -NA- 0.000 -NA- N001 0.75 D+L+W »-Z 0.000 0.067 -0.518 -NA- -0.000 -NA- N001 D -0.000 0.089 -0.000 -NA- 0.000 -NA- N001 D+.6H -0.000 0.089 -0.000 -NA- 0.000 -NA- 'N001 D+.6W »+Z -0.000 0.089 0.380 -NA- 0.000 -NA- N001 D+.6W i> -Z 0.000 0.089 -0.414 -NA- -0.000 -NA- N001 D+.75 L+.6W+Lr »+Z -0.000 0.089 0.285 -NA- 0.000 -NA- N001 D+.75 L+.6W+Lr >>-Z 0.000 '0.089 -0.311 -NA- -0.000 -NA- N001 D+L -0.000 0.089 -0.000 -NA- 0.000 -NA- N001 W+Z -0.000 -0.000 0.634 -NA- 0.000 -NA- N001 W -Z 0.000 0.000 -0.691 -NA- -0.000 -NA- N001 Wind »+Z -0.000 -0.000 0.380 -NA- 0.000 -NA- N001 Wind »-Z 0:000 0.000 -0.414 -NA- -0.000 -NA- N002 .6D+.6W »+Z =0.000 -NA- 0.506 -NA- 0.000 -NA- N002 .6D+.6W »-Z 0.000 -NA- -0.551 -NA- -0.000 -NA- N002 .6D+.7Di 0.000 -NA- -0.000 -NA- 0.000 -NA- N002 0.75 D+L+W »+Z -0.000 -NA- 0.633 -NA- 0.000 -NA- N002 0.75 D+L+W n -Z 0.000 -NA- -0.689 -NA- -0.000 -NA- N002 D 0.000 -NA- -0.000 -NA- 0.000 -NA- N002 D+.6H 0.000 -NA- -0.000 -NA- 0.000 -NA- N002 D+.6W »+Z -0.000 -NA- 0.506 -NA- 0.000 -NA- N002 D+.6W »-Z 0.000 -NA- -0.551 -NA- -0.000 -NA- N002 D+.75 L+.6W+Lr »+Z -0.000 -NA- 0.380 -NA- 0.000 -NA- N002 D+.75 L+.6W+Lr )>-Z 0.000 -NA- -0.413 -NA- -0.000 -NA- N002 D+L 0.000 -NA- -0.000 -NA- 0.000' -NA- N002 W+Z -0.000. -NA- 0.843 -NA- 0.000 -NA- N002 W -Z 0.000 -NA- -0.918 -NA- -0.000 -NA- N002 Wind »+Z -0.000 -NA- 0.506 -NA- 0.000 -NA- N002 Wind »-Z 0.000 -NA- -0.551 -NA- -0.000 -NA- N011 .6D+.6W i>+Z 0.000 0.097 0.760 -NA- 0.000 -NA- N011 .6D+.6W »-Z -0.000 0.097. -0.829 -NA- -0.000 -NA- N011 .6D+.7Di -0.000 0.097 0.000 -NA- 0.000 -NA- N011 0.75 D+L+W s>+Z 0.000 0.121 0.951 -NA- 0.000 -NA- N011 0.75 D+L+W »-Z -0.000 0.121 -1.036 -NA- -0.000 -NA- N011 D -0.000 0.162 0.000 -NA- 0.000 -NA- Page 3 VisualAnalysis 11.00.0010 (www.iesweb.com) Project: Front wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F:\Frank\_Active jobs\14-049 Maisie Janes - Ginno\ N011 D+.6H -0.000 0.162 0.000 -NA- 0.000 -NA- N011 D+.6W »+Z 0.000 0.162 0.760 -NA- 0.000 -NA- N011 D+.6W »-Z -0.000 0.162 -0.829 -NA- -0.000 -NA- N011 D+.75 L+.6W+Lr a+Z 0.000 0.162 0.570 -NA- 0.000 -NA- N011 D+.75 L+.6W+Lr »-Z -0.000. 0.162 -0.622 -NA- -0.000 -NA- N011 D+L -0.000 0.162 0.000 -NA- 0.000 -NA- N011 W+Z 0.000 0.000 1.267 -NA- 0.000 -NA- N011 W -Z -0.000 -0.000 -1.381 -NA- -0.000 -NA- N011 Wind »+Z 0.000 0.000 0.760 -NA- 0.000 -NA- N011 Wind »-Z -0.000 -0.000 -0.829 -NA- -0.000 -NA- N012 .6D+.6W a+Z 0.000 -NA- 1.012 -NA- 0.000 . -NA- N012 .6D+.6W »-Z -0.000 -NA- -1.102 -NA- -0.000 -NA- N012 .6D+.7Di -0.000 -NA= 0.000 -NA- 0.000 -NA- N012 0.75 D+L+W »+Z 0.000 =NA- 1.265 -NA- 0.000 -NA- N012 0.7. 5 D+L+W a -Z -0.000 -NA- -1.377 -NA- -0.000 -NA- N012 D -0.000 -NA- 0.000 -NA- 0.000 -NA- N012. D+.6H -0.000 -NA- 0.000 -NA- 0.000 -NA- N012 D+.6W »+Z 0.000 -NA- 1.012 -NA- 0.000 -NA- N012 D+.6W »-Z -0.000 -NA- -1.102 -NA- -0.000 -NA- N012- D+.75 L+.6W+Lr »+Z 0.000 -NA- 0.759 -NA- 0.000 -NA- N012 D+.75 L+.6W+Lr »-Z -0..000 -NA- -0.526 -NA- -0.000 -NA- N012 D+L -0.000 -NA= 0.000 -NA- 0.000 -NA- N012 W+Z 0.000 -NA- 1.687 -NA- 0.000 -NA- N012 W -Z -0.000 -NA- -1.836 -NA- -0.000 -NA- N012 Wind »+Z 0.000 -NA- 1.012 -NA- 0.000 -NA- N012 Wind »-Z -0.000 -NA- -1.102 -NA- -0.000 -NA- N013 .6D+.6W »+Z -0.000 0.053 0.380 -NA- 0.000 -NA- N013 .6D+.6W a -Z 0.000 0.053 -0.414 -NA- 0.000 -NA- N013 .6D+.7Di 0.000 0.053 -0.000 -NA- 0.000 -NA- N013 0.75 D+L+W »+Z -0.000 0.067 0.475 -NA- 0.000 -NA- -N013 0.75 D+L+W »-Z 0.000 0.067 -0.518 -NA- 0.000 -NA- N013 D 0.000 0.089 -0.000 -NA- 0.000 -NA- N013 D+.6H 0.000 0.089 -0.000 -NA- 0.000 -NA- N013 D+.6W »+Z -0.000 0.089 0.380 -NA- 0.000 -NA- N013 D+.6W »-Z 0.000 0.089 -0.414 -NA- 0.000 -NA- N013 D+.75 L+.6W+Lr »+Z -0.000 0.089 0.285 -NA- 0.000 -NA- N013 D+.75 L+.6W+Lr a -Z 0.000 0.089 -0.311 -NA- 0.000 -NA- N013 D+L. 0.000 0.089 -0.000 -NA- 0.000 -NA- N013 W+Z -0.000 -0.000 0.634 -NA- 0.000 -NA- N013 W -Z 0.000 0.000 -0.691 -NA- 0.000 -NA- N013 Wind »+Z -0.000 -0.000 0.380 -NA- 0.000 -NA- N013 Wind »-Z 0.000 0.000 -0.414 -NA- 0.000 -NA- N014 .6D+.6W »+Z -0.000 -NA- 0.506 -NA- 0.000 -NA- N014 .6D+.6W »-Z 0.000 -NA- -0.551 -NA- 0.000 -NA- N014 .6D+.7Di 0.000 -NA- -0.000 -NA- 0.000 -NA- N014 0.75 D+L+W »+Z -0.000 -NA- 0.633 -NA- 0.000 -NA- N014 0.75 D+L+W »-Z 0.000 -NA- -0.689 -NA- 0.000 -NA- N014 D 0.000 -NA- -0.000 -NA- 0.000 -NA- N014 D+.6H 0.000 -NA- -0.000 -NA- 0.000 -NA- N014 D+.6W »+Z. -0.000 -NA- 0.506 -NA- 0.000 -NA- N014 D+.6W »-Z 0.000 -NA- -0.551 -NA- 0.000 -NA- N014 D+.75 L+.6W+Lr »+Z -0.000 -NA- 0.380 -NA- 0.000 -NA- N014 D+.75 L+.6W+Lr n -Z 0.000• -NA- -0.413 -NA- 0.000 -NA- N014 D+L 0.000 -NA- -0.000 -NA- 0.000 -NA- N014 W+Z -0.000 -NA- 0.843 -NA- 0.000 -NA- N014 W -Z 0.000 -NA- -0.918 -NA- 0.000 -NA- N014 Wind »+Z -0.000 -NA- 0.506 -NA- 0.000 -NA- N014 Wind n -Z 0.000 -NA- -0.551 -NA- 0.000 -NA- Page 4 VisualAnalysis 11.00.0010 (www. iesweb. com) j • ' • • •.. ' • �ikr� + ` �� ei_8}Jb{ajntCS• . f . ' ' '' ; y OD O O 2 - `S�j ' r a co 091, x co • • Ag 1 uped Failed rWar g • • rYz5,.w"'i.. 6g,�'�¢e�:Yr. �a'31:3',:�1? - - •. .• • •�, Y 3y' 9 F ITT v0 01,250 �9p0.500 0;75,1 1001 3 FY = 0.0459 K Q 4 00 O, p, O 3 FY = 0.0459 K Q 4 00 O, Project: Rear wall Frank Glazewski, FRANK M GLAZEWSKI ARCHITECT August 20, 2014 F:\Frank\_Active jobs\44049 Maisie Janes - Ginno\ Memher Flements 0 Member Section Material 1 Node.. 2 Node ' .. :Cen th .Rz1 R22: Orie:lNa'' Framri -:ft ft Ref. Check JS -1 0.75(D+L+W) n -Z 9.423 IBC 1604.3.1 0.38 OK JS -2 0.75(DtL+W) »-Z JS -1 8x3.5C12 ASTM A653 Grade 50 N001 N002 17.500 Rigid Rigid Normal(2-way) 0.75 D+L+W a -Z Column JS -2 8x3.5C12 ASTM A653 Grade 50 N003 N004 17.500 Rigid Rigid Normal(2-way) KLz = 17.500 ft, Column JS -3 8x2.5C14 ASTM A653 Grade 50 N005 N006 17.500 Rigid Rigid Normal(2-way) 0.57 OK Column JS -004 8x2.5C14 ASTM A653 Grade 50 N012 N013 17.500 Rigid Rigid Normal(2-way) Column ZP73 8x2.5Z14 ASTM A653 Grade 50 N007 N008 12.500 Free Free Normal(2-way) Beam ZP-4 8x2.5Z14 ASTM A653 Grade 50 N016 N007 1.750 Free Free Normal(2-way) JS -3 Beam ZP-5 8x2.5Z14 ASTM A653 Grade 50 N014 N015 1.750 Free Free Normal(2-way) Cby = 1.000, Beam ZP-6 8x2.5Z14 ASTM A653 Grade 50 N008 N009 5.500 Free Free Normal(2-way) Beam ZP-7• 8x2.5Z14 ASTM A653 Grade 50 N010 N011 5.500 Free Free Normal(2-way) Beam Design Group Results Design Group: CFS—Column—G01 per 2012 NAS/US ASD Each member in the group is checked according to it's as -modelled shape. Material: \Steel\ASTM A653 Grade 50 Members. Included (4): JS -1, JS -2, JS -3, JS -004 Strong uetnection CnecK Result Offset Code ,Member Result Offset Code Unity Details Name Case ft Ref. Check JS -1 0.75(D+L+W) n -Z 9.423 IBC 1604.3.1 0.38 OK JS -2 0.75(DtL+W) »-Z 9.343 IBC 1604.3.1 0.51 OK JS -3. 0.75(D+L•+W) ))-Z 8.898 IBC 1604.3.1 ' 0.36 OK JS -004 0.75 D+L+W a -Z 8:825 IBC 1604.3.1 0.1 1OK Axial+Flexure (;heck 1 Member Result Offset Code Unity Details , Name Case ft Ref. Check JS -1 D+.6W »-Z 11.966 C5.2.1 0.45 'OK Cbz = 1.148, Cby = 1.000, Cmz = 1.000, Cmy = 1.000, KLz = 17.500 ft, KLy = 4.670 ft JS -2 D+.6W »-Z 12.013 C5.2.1 0.57 OK Cbz = 1.664, Cby = 1.000, Cmz = 1.000, Cmy = 1'.000, KLz = 17.500 ft, KLy = 5.500 ft JS -3 D+.6W »-Z ' 7.415 C5.2.1 0.38 OK Cbz = 1.049 , Cby = 1.000, Cmz = 1.000, Cmy = 1.000, KLz = 17.500 ft, KLy = 4.598 ft JS -004 D+.6W n -Z 7.329 C5.2.1 0.12 OK' Cbz = 1.667, Cby = 1.000 , Cmz = 1.000, Cmy = 1.000, KLz = 17.500 ft, KLy = 7.330 ft Strong Flexure+Shear Check Pagel VisualAnalysis 11.00:0010 (www.iesweb.com) Za Project: Rear wall Frank .Glazewski: FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F:\FranK\ ACtive 100S\14 -U49 IVlalse Janes.- hlnno\ Member Result Offset Code Unity Details Name Case ft Ref. Check JS -1 .6D+.6W a -Z 11.966 C3.3.1 .0.43 OK Cbz = 1.148 , Cmz = 1:000, KLz = 17.500 ft JS -2 .6D+.6W »-Z 12.013 C3.3.1 0.54 OK Cbz = 1'.664, Cmz = 1.000, KLz = 17.500 ft JS -3 .6D+.6W » -Z 7.415 • C3.3.1 0.33 OK Cbz = 1,049, Cmz = 1.000, KLz = 17.500 ft JS -004 .6D+.6W »-Z 7.329 C3.3:.1 0.11 OK Cbz = 1.667, cmz = 1.000, KLz = 17.500 ft Design Group: PurlinB per 2012 NAS/US ASD Designed As: 8x2.5Z14, Material: \SteeIWSTM A653 Grade 50 AYIa I+FIaYlira rhark 1 Member Result Offset Code Unity Details Name Case ft Ref. Check ZP-3 D+.6W »-Z 6.250 C5.1.1 0.76 OK Cbz = 1.014, Cby = 1.137 Cmz = 1.000, Cmy = 1.000•, KLz = 12.500 ft, KLy = 4.167 ft 5 i 81iiir*a�Wi3N-lIT*TlhiL*•33 Meillber _ Result Offset Code Unity Details Name Case ft Ref. Check ZP-3 .6D+.6W »-Z 6.250 C3.3.1 0.52 OK Cbz = 1.014 , Cmz 1.000 , KLz = 12.500 ft k Flexure+Shear Check Member Result Offset Code. Unity Details Name Case ft Ref. Check ZP-3 D+.6H 6.250 C3.3.1 0.06 OK Cby = 1.137 , Cmy = 1.000, KL = 4.167 ft Design Group: PurlinA per 2012 NAS/US ASD Designed, As: 8x2.5Z14, Material: \Steel\ASTM A653 Grade 50 Members Included, (4):,ZP-6, ZP-7, ZP-4, ZP-5 Axial+Flexure Check 1 Member Result Offset Code Unity Name Case ft Ref. Check Page 2 VisualAnalysis 11.00.0010 (www.iesweb.com) Details Project: Rear.wall Result Offset Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 Member F:\Frank\_Active jobs\14-049 Maisie Janes - Ginno\ Offset Code ZP-6 D+.6W »-Z 2.750 C5.1:1 0.09 OK Cbz = 1.137 , Case ft Cby = 1.137 , Check 0.01 OK Cmz = 1.000, .61D+.6W »-Z 2.750 Cmy =.1.000 , 0.06 OK Cbz = 1.137, KLz = 5.500 ft, Min Dv ZP-3 KLy = 5.500 ft ZP-7 D+.6W »-Z 2.750 C5.1.1 0.11 OK Cbz = 1.137 , : D+.6H Cby = 1.137 , C3.3.1 KLz = 5.500 ft Cmz = 1.000, .6D+.6W »-Z 2.750 Cmy = 1.000, 0.07 OK Cbz = 1.137, KLz = 5.500 ft, KLy = 5.500 ft. ZP-4 D+.6W n -Z 0.875 C5.1.1 0.01 OK Cbz = 1.137 , Cby =1.137, KLz = 5.500 ft Cmz = 1.000, .6D+.6W a+Z 0.000 Cmy = 1.000, 0.02 OK Cbz = 1.137 , KLz = 1.750 ft, KLy = 1.750 ft ZP-5 D+.6W »-Z 0.875 C5.2.1 0.01 OK Cbz = 1.137, Cby = 1.137, KLz = 1.750 ft Cmz = 1.000, .6D+.6W »+Z 0.000. Cmy = 1.000, 0.02 OK Cbz = 1.137 , KLz = 1.750 ft, KLv = 1.750 ft D J �I V11 rICAU1CTJ11Cd1 Lr71Cl.A Result Offset Code Unity Member Result Offset Code Unity Details Name Case ft Ref. Check 0.01 OK ZP-6 .61D+.6W »-Z 2.750 C3.3.1 0.06 OK Cbz = 1.137, Cmy = 1.000, Min Dv ZP-3 0.75 D+L+W »+Z 6.750 Cmz = 1.000, KLy = 5.500 ft : D+.6H 2.750 C3.3.1 KLz = 5.500 ft ZP-7 .6D+.6W »-Z 2.750 C3.3.1 0.07 OK Cbz = 1.137, Cmy = 1.000, Cmz = 1.000, KL = 5.500 ft KLz = 5.500 ft ZP-4 .6D+.6W a+Z 0.000 C3.3.1 0.02 OK Cbz = 1.137 , Cmz = 1.000, KLz = 1.750 ft ZP-5 .6D+.6W »+Z 0.000. C3.3.1 0.02 OK Cbz = 1.137 , Cmz = 1.000, KLz = 1.750 ft k Flexure+Shear Check. Member Result Offset Code Unity Details Name Case ft Ref. Check ZP-6 D+.6H 2.750 C3.3.1 0.01 OK Cby = 1.137 , Max Dz ZP-3 D+.6W »-Z 6.250 0.674 Cmy = 1.000, Min Dv ZP-3 0.75 D+L+W »+Z 6.750 -0.778 KLy = 5.500 ft ZP-7 D+.6H 2.750 C3.3.1 0.01. OK Cby = 1.137 , Cmy = 1.000, KL = 5.500 ft Member Min/Max Displacements Extreme _Iterri Member. Result Case Name Offset!...,: D y< :: 'Dz _. Max Dy ZP-3 '0.75 D+L+W »-Z 6.750 0.845 0.036 Max Dz ZP-3 D+.6W »-Z 6.250 0.674 0.048 Min Dv ZP-3 0.75 D+L+W »+Z 6.750 -0.778 0.036 Min Dz JS -2 .0.75 D+L+W a+Z 9.195 -0.553 -0.000 Nodal Reactions Page 3 Visua/Analysis 11.00.0010 (www.iesweb.com) 2Z Project: Rear wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F•\Frank\ Active inbs\14-049 Maisie Janes - Ginno\ Node Result Case Name FX FY FZ MX MY . MZ K K K K=ft K -ft K -ft N001 .6D+.6W >>+Z 0.000 0.076 0.341 -NA- 0.000 -NA- N001 .6D+.6W »-Z -0.000 0.076 -0.371 -NA- 0.000 -NA- N001 .6D+.7Di -0.000 0.076 0.000 -NA- 0.000 -NA- N001 0.75 D+L+W »+Z 0.000 0.095 0.427 -NA- 0.000 -NA- N001 0.75 D+L+W »-Z -0.000 0.095 -0.464 -NA- 0.000 -NA- N001 D -0.000 0.126 0.000 -NA- 0.000 -NA- N001 D+.6H -0.000 0.126 0.000 -NA- 0.000 -NA- N001 D+.6W >>+Z 0.000 0.126 0.341 -NA- 0.000 -NA- N001 D+.6W >>-Z 0.000 0.126 -0.371 -NA- 0.000 -NA- N001 D+.75 L+.6W+Lr »+Z 0.000 0.126 0.256 -NA- 0.000 -NA- N001 D+.75 L+.6W+Lr »-Z -0.000 0.126 -0.278 -NA- 0.000 -NA- N001 D+L -0.000 0.126 0.000 -NA-. 0.000 -NA- N001 Wind >>+Z 0..000 0.000 0.341 -NA- 0.000 -NA- N001 Wind »-Z -0.000 -0.000 -0.371 -NA- 0.000 -NA- N002 .6D+.6W »+Z 0.000 -NA- 0.674 -NA- 0.000 -NA- N002 .6D+.6W »-Z -0.000 -NA- -0.733 -NA- 0.000 -NA- N002 .6D+.7Di -0.000 -NA- 0.000 -NA- 0.000 -NA- N002 0.75 D+L+W >>+Z 0.000 -NA- 0.843 -NA- 0.000 -NA- N002 0.75 D+L+W »-Z -0.000 -NA- -0.916 -NA- 0.000 -NA- N002 D -0.000 -NA- 0.000 -NA- 0.000 -NA- N002 D+.6H -0.000 -NA- 0.000 -NA- 0.000 -NA- N002 D+.6W >>+Z 0.000 -NA- 0.674 -NA- 0.000 -NA- N002 D+.6W >>-Z -0.000 -NA- -0.733 -NA- 0.000 -NA- N002 D+.75 L+.6W+Lr »+Z 0.000 -NA- 0.506 -NA- 0.000 -NA- N002 D+.75 L+.6W+Lr »-Z -0.000 -NA- -0.550 -NA- 0.000 -NA- N002 D+L -0.000 -NA- 0.000 -NA- 0.000 -NA- N002 Wind »+Z 0.000 -NA- 0.674 -NA- 0.000 -NA- N002 Wind >>-Z -0.000 -NA- -0.733 -NA- 0.000 -NA- N003 .6D+.6W »+Z -0.000 0.083 0.491 -NA- 0.000 -NA- N003 .6D+.6W n -Z 0.000 0.083 -0.534 -NA- 0.000 -NA- N003 .6D+.7Di -0.000 0.083 -0.000 -NA- 0.000 -NA- N003 0.75 D+L+W »+Z -0.000 0.104 0.614 -NA- 0.000 -NA- N003 0.75 D+L+W n -Z 0.000 0.104 -0.667 -NA- 0.000 -NA- N003 D -0.000 0.139 -0.000 -NA- 0.000 -NA- N003 D+.6H -0.000 0.139 -0.000 -NA- 0.000 -NA- N003 D+.6W »+Z -0.000 0.139 0.491 -NA- 0.000 -NA- N003 D+.6W »-Z 0.000 0.139 -0.534 -NA- 0.000 -NA- N003 D+.75 L+.6W+Lr »+Z -0.000 0.139 0.368 -NA- 0.000 -NA- N003 D+.75 L+.6W+Lr >>-Z 0.000 0.139 -0.400 -NA- 0.000 -NA- N003 D+L -0.000 0.139 -0.000 -NA- 0.000 -NA- N003 Wind. »+Z -0.000 -0.000 0.491 -NA- 0.000 -NA- N003 Wind »-Z 0.000 0.000 -0.534 -NA- 0.000 -NA- N004 .6D+.6W >>+Z -0.000 -NA- 0.853 -NA- 0.000 -NA- N004 .6D+.6W n -Z 0.000 -NA- -0.927 -NA- 0.000 -NA- N004 .6D+.7Di -0.000 -NA- ' -0.000 -NA- 0.000 -NA- N004 0.75 D+L+W »+Z -0.000 -NA- 1,.067 -NA- 0.000 -NA- N004 0.75 D+L+W »-Z 0.000 -NA- -1.159 -NA- 0.000 -NA- N004 D -0.000 -NA- -0.000 -NA- 0.000 -NA- N004 D+.6H -0.000 -NA- -0.000 -NA- 0.000 -NA- N004 D+.6W >>+Z -0.000 -NA- 0.853 -NA- 0.000 -NA- N004 D+.6W »-Z 0.000 -NA- -0.927 -NA- 0.000 -NA- N004 D+.75 L+.6W+Lr >>+Z -0.000 -NA- 0.640 -NA- 0.000 -NA- N004 D+.75 L+.6W+Lr »-Z 0.000 -NA- -0.695 -NA- 0.000 -NA- N004 D+L -0.000 -NA- -0.000 -NA- 0.000 -NA- N004 Wind »+Z -0.000 -NA- 0.853 -NA- 0.000 -NA- N004 Wind »-Z 0.000 -NA- -0.927 -NA- 0.000 -NA- N005 .6D+.6W »+Z -0.000 0.046 0.220 -NA- 0.000 -NA- N005 .6D+.6W »-Z 0.000 0.046 -0.239 -NA- 0.000 -NA- N005 .6D+.7Di -0.000 0.046 0.000 -NA- 0.000 -NA- Page 4 VisualAnalysis 11.00.0016 (www.iesweb.com) Z3 Project: Rear wall Frank Glazewski, FRANK M GLAZEWSKI - ARCHITECT August 20, 2014 F:\Frank\_Active jobs\14-049 Maisie Janes - Ginno\ N005 0.75 D+L+W »+Z -0.000 0.057 0.275 -NA- 0.000 -NA- N005 _ 0.75 D+L'+W »-Z 0.000 _ 0.057 -0.299 -NA- 0.000 -NA- N005 D -0.000 0.076 0.000 -NA- 0.000 -NA- N005 D+.61-1 -0.000 0.076 0.000 -NA- 0.000 -NA- N005 D+.6W »+Z -0.000 0.076 0.220 -NA- 0.000 -NA- N005 D+.6W »-Z 0.000 0.076 .0.239 -NA- 0.000 -NA- N005 D+.75 L+.6W+Lr z>+Z -0.000 0.076 0.165 -NA- 0.000 -NA- N005 D+.75 L+.6W+Lr »-Z 0.000 0.076 -0.179 -NA- 0.000 -NA- N005 D+L -0.000 0.076 0.000 -NA- 0.000 -NA- N005 Wind »+Z -0.000 0.000 0.220 -NA- 0.000 -NA- N005 Wind »-Z 0.000 -0.000 -0.239 -NA- 0.000 -NA- N006 .6D+.6W »+Z -0.000 -NA- 0.262 -NA- 0.000 -NA- N006 .6D+.6W »-Z 0.000 -NA- -0.284 -NA- 0.000 -NA- N006 .6D+.7Di -0.000 -NA- 0.000 -NA- 0.000 -NA- N006 0.75 D+L+W »+Z -0.000 -NA- 0.327 -NA- 0.000 -NA- N006 0.75 D+L+W »-Z 0.000' -NA- -0.355 -NA- 0.000 -NA- NOOE D. -0.000 -NA- 0.000 -NA- 0.000 -NA- N006 D+.6H -0.000 -NA- 0.000 -NA- 0.000 -NA- N006 D+.6W »+Z -0.000 -NA- 0.262 -NA- 0.000 -NA- NOC6 D+.6W »-Z 0.000 -NA- -0.284 -NA- 0.000 -NA- N006 D+.75 L+.6W+Lr »+Z -0.000 -NA- 0.196 -NA- 0.000 -NA- N006 D+.75 L+.6W+Lr »-Z 0.000 -NA- -0.213 -NA- 0.000 -NA- N006 D+L -0.000 -NA- 0.000 -NA- 0.000 -NA- N006 Wind »+Z -0.000 -NA- 0.262 -NA- 0.000 -NA- N006 Wind »-Z 0.000 -NA- -0.284 -NA- 0.000 -NA- N012 .6D+.6W »+Z 0.000 0.038 0.070 -NA- 0.000 =NA - N012 .6D+.6W »-Z -0.000 0.038 -0.076 -NA- 0.000 -NA- N012 .6D+.7Di 0.000 0.038 -0.000 -NA- 0.000 -NA- N012 0.75 D+L+W »+Z 0.000 0.048 0.088 -NA- 0.000 -NA- N012 0.75 D+L+W »-Z -0.000 0.048 -0.096 -NA- 0.000 -NA- N012 D 0.000 0.064 -0.000 -NA- 0.000 -NA- N012 D+.6H 0.000 0.064 -0.000 -NA- 0.000 -NA- N012 D+.6W »+Z 0.000 0.064 0.070 -NA- 0.000 -NA- N012 D+.6W »=Z -0.000 0.064 -0.076 -NA- 0.000 -NA- N012 D+.75 L+.6W+Lr »+Z 0.000 0.064 0.053 -NA- 0.000 -NA- N012 D+.75 L+.6W+Lr »-Z -0.000 0.064 -0.057 -NA- 0.000 -NA- N012 D+L 0.000 0.064 -0.000 -NA- 0.000 -NA- N012 Wind »+Z 0.000 -0.000 0.070 -NA- 0.000 -NA- N012 Wind »-Z -0.000 0.000 -0.076 -NA- 0.000 -NA- N013 .6D+.6W »+Z 0.000 -NA- 0.083 -NA- 0.000 -NA- N013 .6D+.6W a> -Z -0.000 -NA- -0.090 -NA- 0.000 -NA- N013 .6D+.7Di 0.000 -NA- -0.000 -NA- 0.000 -NA- N013 0.75 D+L+W »+Z 0.000. -NA- 0.104 -NA- 0.000 '-NA- N013 0.75 D+L+W n -Z -0.000 -NA- -0.113 -NA- 0.000 -NA- N013 D 0.000 -NA- -0.000 -NA- 0.000 -NA- N013 D+.6H 0.000 -NA- '-0.000 -NA- 0.000 -NA- N013 D+.6W »+Z 0.000 -NA- 0.083 -NA- 0.000 -NA- N013 D+.6W »-Z -0.000 -NA- -0.090 -NA- 0.000 -NA- N013 D+.75 L+.6W+Lr »+Z 0.000 -NA- 0.062 -NA- 0.000 -NA- N013 D+.75 L+.6W+Lr »-Z -0.000 -NA- -0.068 -NA- 0.000 -NA- N013 D+L 0.000 -NA- -0.000 -NA- 0.000 -NA- N013 Wind »+Z 0.000 -NA- 0.083 -NA- 0.000 -NA- N013 Wind »-Z -0.000 -NA- -0.090 -NA- 0.000 -NA- Page 5 Visua/Analysis 11.00.0010 (www.iesweb.com) Tension Loads in Normal -Weight Concrete SIMPSON pSt�bng-Tie's w`,^°spa, Sae ` Drill -: b Embed::: -Critical' . Critical' Tension f c > 2000 psi f 2,,3000 psi : f c 2,4000 psl ' m Ott Depth Edge .' Spacing (mmj Dla ' ms DIst Dist, ;;(13 8 MPa) Concrete ; ...., (20 7 M?a) Concrete , :; (27 6 MPa).Concrete m - (mm) m to - Ultimate Dev „Hllowable,�� � Allowa6lek Ultirim'ate, S(d Dev *Allowable; (mm) (mm) �"Std; lbs: Load-Adjustment Factors for Titen HD® Anchors in Normal -Weight Concrete: The tables are not for use Edge Distance, Tension and Shear Loads with SD design methods How to use these charts: 1. The following tables are for reduced edge distance.. 4. Locate the edge distance (Cact) at which the anchor is to be installed. 2. Locate the anchor size to be used for either a tension 5: The load adjustment factor (fc) is the intersection of the row and column. and/or shear load application. .6. Multiply the allowable load by the applicable load adjustment factor(s). 3. Locate the anchor embedment (E) used for either a tension 7. Reduction factors for multiple edges are multiplied together. and/or shear load application. Edge Distance Tension (f,) 'See page 13 for an explanation of the load table icons See Notes Below T E Edge Distance Shear (f,) U F - Dia. % 1/2 % '% % % % Edge Edge E 2'/4 33/4 2% 3% 5% 2%• ' 4% 5% 2% 4% 5% Dist. Cad Ccn 3 3 4 4 4 5 5 5 6 6 6 (in.) Cmin 1/1/ 1/ 1/ 1/ 1/ 1/ 1/ ih 1/ ih 0.17 fcmin 0.83 0.73 0.67 0.57 0.73 0.67. 0.57 0.59 0.67 0.48 0.58 . 13/4 :'rw:" 0.83 0.73 0.67 0.57 0.73 0.67 0.57 0.59 0.67 0.48 0.58 2;= ; {+ 0.86 0.78 0.71 0.62 0.76 0.70 . 0.60 0.62 . 0.69 0.51 0.60 2'/ *>r: 0.90 0.84 0.74 0.67 0.79 0.72 0.64 0.65 0.71 0.54 0.63 2'/z `; "`t" 0.93 0.89 0.78 0.71 0.82 . 0.75 0.67 0.68 0.73 0.57 0.65 23/4 0.34 0.97 0.95 0.82 0.76 0.85 0.77 0.70 0.72 0.75 0.60 0.68 3 '".4 1.00 1.00 0.85 0.81 0.88 ' 0.80 0.74 0.75 0.77 0.63 0.70 3'A sp '41;4' : ! 'mow :; 0.89 0.86 0.91 0.82 0.77 0.78 0.79 0.66 0.73 3'/z ' s 0.93 0.90 0.94 0.85 0.80 0.81 0.81 0.69 . 0.75 33/4 5" ; � � �r ii,41; � 0.96 0.95 0.97 0.87 0.83 0.84 0.83 0.72 0.78 4 r �:t 131M, 1.00 1.00 1.00 0.90 0.87 0.87 0.84 0.76 0.80 4'/awc°_n 4 ? .�r r > �. ��,,,t,�t, ;r. ' 0.92 0.90 0.91 ''0.86 7'/z 0.79 0.83 41/z . .TI1 1.00 1.00 0.83 0.95 0.93 0.94 1 0.88 0.82 0.85 43/4, 0.88 8'/2 0.97 0.97 0.97 0.90 0:85 0.88 5 as 3 = a? ?y .'?.; . W '". a' 3? r,> 1.00 1.00 1.00 0.92 0.88 0.90 5 Y4 r .l*, xn ' �°s x .+sem _.! ! �" ' sr "av •.f� 0.94 0.91 0.93 5'/z,'i r.a.-�..d, .aa�3.. 0.96 0.94 0..9 5 „ 0.98 0.975/ 098 6 1.00 1.00 1.001 See Notes Below T E Edge Distance Shear (f,) U F - The tabled adjustment values (fn) have been calculated using the following information: 1. E = Embedment depth (inches). 2. Can, = actual edge distance at which anchor is installed (inches). 3. Cc, = critical edge distance for 100% load (inches). 4. Coria = minimum edge distance for reduced load (inches). 5. fc = percent of allowable load at actual edge distance. 6. fcc, = percentage of allowable load at critical edge distance. fu, is always =1.00. 7. fcmin = percent of allowable load at minimum edge distance. 8.fc=fcmin+1(1-61M) (co - Cmm) / (Cc, - Cmin)j• N, 1 ft o?i a 119 Dia. % 1/2 '% % ' Edge E 23/a 3a/4 2a/4 3% 5% 2% 4% 5% 2% 1 43/e 5% Dist. Cad C" 4'/z /z 4' 6 6 6 7% 71A% 71/z 9 9 9 (in.) Cmtn 1% 1./ 1% 1% 1% 1% 1% 1% 1% 1% 1% fcmin 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.19 .0.19 0.14 0.13 13/4 *s'i 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.19 0.19 0.14 0.13 2 0.32 0.31 0.29 0.22 0.23 0.20 0.23 0.22 0.17 0.16 2'/z u "r;' 0.45 0.45 0.38 0.34 0.32 0.30 027 0.30 0.27 0.23 0.22 3 <'.a 0.59 0.59 0.47 0.44 0.41 0.37 0.34 0.37 0.33 0.29 0.28 3'/2'" 0.73 0.72 0.56 0.53 0.51 0.44 0.42 0.44 0.39 0.35 0.34 4 r :w- 0.86 0.86 0.65 0.62 0.61 '0.51 0:49 0.51 0.44 0.41 0.40 4'/2 t': t 1.00 1.00 0.74 0.72 0.71 0.58 0.56 0.58 0.50 0.47 0.46 5r ��»'} '�s 0.82 0.81 0.80 0.65 0.63 0.65 0.55 0.53 0.52 5'/z ,':„�'` c<. 0.91 0.91 0.90 0.72 0.71 0.72 0.61 .-0.58 0.58 6xx 2 . ghR 1.00 . 1.00 1.00 0.79 0.78 0.79 0.66. 0.64 0.64 6'/2 1a',.,#3 s�os x°ei. 0.86 0.85. 0.86 0.72 0.70 0.70 7 '��.r'* ,,.a�;. 6;iw + 0.93 0.93 0.93 0.78 0.76 0.76 7'/z 1_ f' psi t fI>`t c, 1.00 1.00 1.00 0.83 0.82 0.82 8 , tG "` iry#t t " 0890.88 0.88 8'/2 0.94 0.94 0.94 9 ,..!+t szie":'et wz:si't?.SM 1.00 1.00 1.00 The tabled adjustment values (fn) have been calculated using the following information: 1. E = Embedment depth (inches). 2. Can, = actual edge distance at which anchor is installed (inches). 3. Cc, = critical edge distance for 100% load (inches). 4. Coria = minimum edge distance for reduced load (inches). 5. fc = percent of allowable load at actual edge distance. 6. fcc, = percentage of allowable load at critical edge distance. fu, is always =1.00. 7. fcmin = percent of allowable load at minimum edge distance. 8.fc=fcmin+1(1-61M) (co - Cmm) / (Cc, - Cmin)j• N, 1 ft o?i a 119 STATE OF CALIFORNIA INDOOR LIGHTING CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 1 of 5) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 Climate Zone: 11 Conditioned Floor Area : 0 YES NO FORM TITLE YES NRCC-LIT-01-E Certificate of Compliance. All Pages required on plans for all submittals. Unconditioned Floor Area: 4,980 Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. General Information Indoor Lighting Power Allowance BUTTE NO NRCC-LIT-04-E Tailored Method Worksheets COUNTY NO NRCC-LIT-05-E Line Voltage Track Lighting Worksheets Building Type: ❑ Schools ❑ 'Nonresidential ❑ Relocatable Public Schools ❑ ❑ High -Rise Residential Conditioned Spaces ❑ m Hotel/Motel Unconditioned Spaces Phase of Construction: ❑ New Construction ® Addition ❑ Alteration Method of Compliance: ❑ Complete Building M Area.Category ❑ Tailored LIGHTING COMPLIANCE DOCUMENTS (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the Colifornia Energy Commission. YES NO FORM TITLE YES NRCC-LIT-01-E Certificate of Compliance. All Pages required on plans for all submittals. NO NRCC-LIT-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. YES NRCC-LIT-03-E Indoor Lighting Power Allowance BUTTE NO NRCC-LIT-04-E Tailored Method Worksheets COUNTY NO NRCC-LIT-05-E Line Voltage Track Lighting Worksheets Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance 2FRA4IT a V1 A I I> rl---) Indoor Lighting Power for Conditioned Spaces Indoor Light ne Watts REVIEw^ NT SERVE S Installed Lighting elm1�1 13 0 1. NRCC-LTI-01-E, page 4 + — _ _ - 1-01-E, page ,630 4 .09 2. PORTABLE ONLY FOR OFFICES + NRCC-LTI-01-E, page 3 3 Minus Lighting Control Credits 0 Minus Lighting Control Credits 0 NRCC-LTI-01-E, page 2 NRCC-LTI-01-E, page 2 4 Adjusted Installed Lighting Power _ 0 Adjusted Installed Lighting Power - 3,630 (row 1 plus row 2 minus row 3) (row 1 minus row 3) CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CERTIFICATE OF COMPLIANCE — USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 2 of 5) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 5. Complies ONLY if Installed <_ Allowed Complies ONLY if Installed <_ Allowed NO 6. Allowed Lighting Power Conditioned NRCC LTI-03 E, page 1 0 Allowed Lighting Power Unconditioned NRCC-LTI-03-E, page 1 3,668 Declaration of Required Installation Certificates — Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title Yes NRCI-LTI-01-E - Must be submitted for all buildings ❑ Field Inspector No NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑ Field Inspector No to be recognized for compliance. ❑ Field Inspector NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary ❑ Field Inspector No overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a ❑ Field Inspector No conference room, a multipurpose room, or a theater to be recognized for compliance. NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. ❑ Field Inspector No NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑ Field Inspector No compliance. Declaration. of Required Certificates of Acceptance — Declare by checking all of the Certificates of Acceptance that will be submitted.'(Retain copies and verify forms are completed and signed.) YES NO Form/Title Yes NRCA-LTI-02-E - Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector No NRCA-LTI-03-E - Must be submitted for automatic daylight controls. RI IT7P (/)l !!`ITS/ ❑ Field Inspector No NRCA-LTI-04-E - Must be submitted for demand responsive lighting controls. BU)LCI-N,r, r1,N c,'.')N ❑ Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CERTIFICATE OF COMPLIANCE — USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 3 of 5) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ® CONDITIONED SPACE ❑ UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance form (LTG -5C) when line -voltage track lighting is installed. B. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Office Installed Portable Luminaire Watts Per Square Accountabl Office Location Field Schedule Foot a Watts Inspector A B C D E F G H I J Installed Z c portable o Watts If F 5 0.3, Identify Office area in which C :3 a luminaire a per enter zero; E x G these portable luminaires are v T m Complete Luminaire Description L" !� watts in this 0square =1Z zinstalled — (i.e., LED, under cabinet, furniture mounted Watts per `�° ° office ; :° foot if F > 0.3, direct/indirect) Luminaire (B x C) (D / E) (F-0.3) ❑ ❑ BUTTE COUNTY ❑ ❑ BUILDING DIVISION ❑ ❑ A ❑ ❑ I YY Y a u u.✓ ❑ ❑ Enter sum total of all pages into NRCC- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: LTI-01-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 06/13 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE — USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 3 of 5) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE m UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance form (LTG -5C) when line -voltage track lighting is installed. B. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Office Installed Portable Luminaire Watts Per Square Accountabl Office Location Field Schedule Foot a Was Inspector A B C D E F G H I 1 Installed Zportable 0 _�+ Watts If F S 0.3, Identify Office area in which 3. 3 cr luminaire ? d per enter zero; E x G these portable luminaires areCU v „ Complete Luminaire Description ° '� watts in this 0 ro square installed — (i.e., LED, under cabinet, furniture mounted Watts per office + foot if F > 0.3, direct/indirect) Luminaire (B x C) (D / E) (F-0.3) ❑ ❑ BUTTE COUNTY ❑ 10 BUILDING DIVISION ❑ ❑ �.Irr�E�t��iicl-� ❑ ❑ Enter sum total of all pages into NRCC- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: LTI-01-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 06/13 CERTIFICATE OF COMPLIANCE — USER INSTRUCTIONS Indoor Lighting Project Name:- Addition for Maisie Jane Date Prepared: 8/.15/2014 ENERGY COMMISSION N RCC-LTI-01-E (Page 4 of 5) A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ® UNCONDITIONED SPACE C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST .Luminaire Schedule Installed Watts Location Field Inspector 1 A B C D E F G H How wattage was determined :E w N O o R Complete Luminaire Description rr) 3 n o^ ° R C 3 z N' s E E (Le, 3 lamp fluorescent troffer, d z d o ". a- x o Primary Function area in which Z = F32T8, one dimmable electronic ballast) `� > = ° - W C- these luminaires are installed Pass Fail A (4) 54w Linear Fluorescent T5 HO Elec 242.0 10 ❑ 7 1,694 Comp Bldg Ind Work, Low Bay ❑ ❑ A (4) 54w Linear Fluorescent T5 HO Elec 242.0 m ❑ 8 1,936 Comp Bldg Com & Ind Storage ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I it Gull. I V ❑ ❑ ❑ ❑ BUILUINU UiVl!.` i`)N ❑ ❑ 11 11 AF PR' ;- `� ❑ ❑ ❑ ❑ ❑ ❑ INSTALLED WATTS PAGE TOTAL: 3,630 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 06/13 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE — USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 5 of 5) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: Company: Donna Wallace Signature Date: 8/15/2014 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/Zip: Chico, CA 95926 Phone` 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part,1 and Part 6 of the California Code of Regulations. 4. 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 enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gail Hawkins Responsible Designer Signature: (� Company: Gail Hawkins Architect Date Signed: 8/15/2014 Address: 3045 Ceres Ave License: C18693 City/State/Zip: Chico, California 95973 Phone: (530) 892-2700 BUTTE COUNT`: BUILDING DIVIsiON APPROVED CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 06113 CALIFORNIA ENERGY COMMISSION -N��- CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 . ALLOWED LIGHTING POWER (Chose Method) A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces ® UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES ❑ If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. ❑ If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total allowed building watts (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 2'. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 3,668 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 0 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 3,668 ❑ Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE . A B 3,668 C 0 D TYPE OF BUILDING (From §140.6 Table 140.6-B) WATTS PER (ft') X COMPLETE BLDG. AREA = ALLOWED WATTS Total Area: Total Watts. Enter Total Watts into section A, row 1 (Above on this page) C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (C-2 plus C-3) Watts ICU 1 I t Il.:UUN I 't` Total from section C-2 3,668 Total from section C-3 0 AH"yHOWbA.rmatts. Enter Total Watts into section A, row 2 (Above on this page) 3,668 Registraiion Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE mn CEC=NRCC-LTI-03-E (Revised 06113) CALIFORNIA ENERGY CUMMISSIUN CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) Pro;ectName: Addition for Maisie Jane Date Prepared' 8/15/2014 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces ❑ UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE ❑ Do.not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. ❑ Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B X C = D AREA CATEGORY (From §140.6 Table 1.40.6-C) WATTS PER (ft) AREA (ft) ALLOWED WATTS Location in Building Primary Function Area per Table 140.6-C Building B Comp Bldg Com & Ind Storage 0.60 3,280 1,968 Enclosed Canopy Comp Bldg Ind Work, Low Bay 1.00 1,700 1,700 000NTY UIVISION wl,I=''!'-''F iOVED TOTALS 4,980 3,668 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 3,668 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE M-1 ;EC-NRCC-LTI-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance'- Indoor Lighting Power Allowance (Page 4 of 4) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: 44) Company: Donna Wallace Signature Date: .8/15/2014 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/state/zip: Chico, CA 95926 phone` 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3.. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6'of the California Code of Regulations. 4. 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 enforcement agency.for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Hawkins Responsible Designer Signature: Company: Gary Hawkins Architect Date Signed: 8/15/20114 Address: 3045 Ceres Ave License: 018693 City/State/Zip: Chico, California 95973 Phone: (530) 892-2700 BUTTE COUNTY BUILDING DIVISION APPROVED Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E Revised 06113) t--x--rr— O-(', ' �CALIFORNIA ENERGY COMMISSIONS CERTIFICATE OF COMPLIANCE v ' . ,t n1Af1'` w•111\/ia111'� NRCC-LTO-01-E Outdoor Lighting Pae 1 of 3 ( g ) Project Name: Addition for Maisie Jane ��rr'�� Date Prepared: 8/15/2014 I Project Address: OJaSdrtVMA 3764 Hegan Lane, Butte County I Total Illuminated Hardscape Area I 23,780 General Information Phase of Construction: ❑ New Construction E Addition ❑ Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 ® OLZ-2 ❑ OLZ-3 ❑ OLZ-4 The OLZ is: m Default in accordance with §10-114, or ❑ Amended by the AHJ DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Company' Donna Wallace Signature Date: 8/15/2014 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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 enforcement agency for approval with this building permit application. 5. I.will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand. that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder p o ides to the building owner at occupancy. Responsible DesigoerName- Gary Hawkins Designer Signatur Company: Gary Hawkins Architect Date Date signed: C Address: 3045 Ceres Ave License: City/state/zip: Chico, California 95973 Phone: (530) 892-2700 LIGHTING COMPLIANCE DOCUMENTS (check box for.each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. m NRCC-LTO-01-E Certificate of Compliance ❑ NRCC-LTO-02-E Outdoor Lighting Controls Certificate of Compliance m NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE , NRCC-LTO-01-E Outdoor Lighting t5u j I C %.'"' (Page 2 of 3) Prnled Name: Addition for Maisie Jane bU'Ci-- date Prepared: 8/15/2014 ,pPHhQ - Summary of Allowed Outdoor Lighting Power watts 1. Lighting Power Allowed for General Hardscape - NRCC-LTO-03-E + 1,679 2. Lighting Power Allowed for Specific Application per Application - NRCC-LTO-03-E + 0 3. Lighting Power Allowed for Specific Application per Unit Length - NRCC-LTO-03-E + 0 4. Lighting Power Allowed for Specific Application for Ornamental - NRCC-LTO-03-E + 0 . 5. Lighting Power Allowed for Specific Application per Square Foot - NRCC-LTO-03-E + 0 6. Sum Total of ALLOWED Outdoor Lighting Power = 1,679 Complies ONLY if Installed15 Allowed 7, INSTALLED Outdoor lighting -from NRCC-LTI-01-E, page 3 372 Declaration of Required Installation Certificates — Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) © NRCI-LTO-01-E - Must be submitted for all buildings ❑ Field Inspector © NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an ❑ Field Inspector Energy Management Control System (EMCS), to be recognized for compliance. Declaration of Required Certificates of Acceptance — Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) © NRCA-LTO-02-E - Must be submitted for outdoor lighting controls. 113 Field Inspector Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions I Schedule of luminaires exempt from the cutoff requirements in §130.2(b) I Name or Symbol I Description of exempt luminaire in accordance with the exemptions I Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) I I Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 3 of 3) ProjectName: Addition for Maisie Jane Date Prepared: 8/15/2014 A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule . Installed Watts Location Cutoff Field Inspector A B C D E F G H 1 Name or Item Tag Complete Luminaire Description . 3 3; w T .� How wattage was determined C 3• c a 3 r� N n O/ x m s a d ry rD Q y Primary Function area in which these luminaires are installed � d 00 CU o, _ � m ; 3 0 Z D c^. 00 _ •* D R W o c ii O an o B 150w Metal Halide Mag 186.0 Q ❑ 2 372 Automotive Hardscape ❑ . ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ P►_ ❑ ❑ ❑ ❑ BI UO fNIV ❑ ❑ ❑ ❑ �DIV/.,3Inh , ❑ ❑ ❑ ❑ v �� ❑ ❑ ❑ ❑ ❑ ❑ INSTALLED WATTS PAGE TOTAL: 372 Enter sum total of all pages into NRCC-LTO- 01-E; Page 2 372 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LTO-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 1 of 6) Project Name: Addition for Maisie .wile Date Prepared: 8/15/2014 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY Area Wattage Allowance (AWA) 1. General Hardscape Lighting Power Allowance (Site Total from Section B of NRCC-LTO-03-E) 1. 1,679 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts A determined in Section C-1 to C-4 of NRCC-LTI-04-E. D E PER APPLICATION SALES FRONTAGE ORNAMENTAL LIGHTING PER SPECIFIC AREA G from Section C-1 from Section C-2 from Section C-3 from Section C-4. 1 1 Illuminated Hardscape Area 0 + 0 + 0 + 0 = 2. 0 3. Total Allowed Outdoor Lighting Wattage (add rows 1 and -2) 3. 1,679 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Initial Wattage Allowance (IWA) Total General Hardscape Lighting Allowance A B C D E F G H Illuminated Hardscape Area AWA Per AWA (A x B) Square Foot Perimeter Length of LPA per General Hardscape Linear Foot 220 0.450 LWA (D x E) IWA (Watts) C + F + G 23,780 0.045 1,070 99 510 1,679 Rr r.. � � CC • _.._ TOTAL 1,679 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA a OUTDOOR LIGHTING POWER ALLOWANCES .� :EC-NRCC-LTO-03-E (Revised 06/13) - CALIFORNIA ENERGY COMMISSION a^ CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 4 of 6) Project Name: Addition for Maisie Jane Date Prepared: 8/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: Company: Donna Wallace Signature Date: 8/15/2014 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/Zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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 enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Hawkins Responsible Designer Signature: Company: Gary Hawkins Architect Date Signed: 8/15/2014 Address: 3045 Ceres Ave License: C18693 City/state/zip: Chico, California 95973 Phone' (530) 892-2700 BUTTE COUN.'"'4 BUILDING 01ViZ,-A-_AN APPROVED CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 .'fib• 'r,, E GARY HAWKI N S ` r, I T E C T (530) 892-2700 3045 Ceres Avenue, Suite 135 Fax (530) 893-0532 Chico, CA 95973 info@ghachico.com JAN. 27, 2015 Butte County 'BUTTE CONY Department of Development Services9 2015 Building Division JAN 2 7 County Center Drive DEVELOPMENT Oroville, CA 95965 SERVICES _3 RE: Maisie J'ame's lw 3764 Hegan Lane l Chico; CA. 95928 Plan check number: B14-1853 AP#: 039-080-092 GENERAL COMMENTS: 1.See revised site plan sheet A-1 for added fire department note.. 2.See floor plan sheet A-3 for added fire extinguisher locations. 3.See.site plan sheet A-1 for added address requirements. 4. See floor plan sheet A-3 for added. storage requirement note. NON-STRUCTURAL COMMENTS: 1. See sheet A-1 for revised.code analysis. 2. See sheet A-1 and A-2 for added safe dispersal locations. 3. See revised sheet E1 for relocated exit sign. 4. See revised sheet A-2, ramp has been revised to a walk, landing not an issue. 5. See revised sheet A -I for location of safe dispersal areas.-, w STRUCTURAL COMMENTS: None. 'If you have any questions, please feel free to contact my office. Sc ely, ary Ha fans Architect Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530)538-7601 Office (530) 538-7785 Fax www.buttecounty.net October 1.0, 2014 n f re i TONE I.1 iE Q C l 13 2.014 By Isidro Hurtado 3 764 Hegan Ln. Oroville, CA 95928 Assessor Parcel Number: 039-080-092 Building Permit Number: 1314-1853 Plan Check #1 Description: T.I. Maisie Jane's (4980 sq. ft.) Occupancy Classification: -I/B Construction Type: V -B Stories: One Fire Sprinklers: No Building Total Area: F-1 (8,300) B (1,5-26) Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond 'in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two complete revised sets of plans for re- check. GENERAL COMMENTS: 1. Please add the following Fire Department Notes: Access: An approved fire apparatus access road not less than 20 feet wide shall be_provided for access within 150 feet of all portions of the building. Call 530-538-7888 to schedule a site visit prior to final to verify fire access layout and markings. Fire Extinguishers: Extinguishers must be mounted on a bracket or in a cabinet with the top not more than five feet above the floor. Base requirements are one 2A:10:B:C (minimum rating) fire extinguisher is required with no more than 75 feet travel distance. Some areas may require high rated extinguishers with less maximum travel distance, depending on use..Extinguishers may be required to have a sign mounted above in order to be visible from a distance. .Zb y Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530)538-7601 Office (530) 538-7785 Fax www.buttecounty.net October 1.0, 2014 n f re i TONE I.1 iE Q C l 13 2.014 By Isidro Hurtado 3 764 Hegan Ln. Oroville, CA 95928 Assessor Parcel Number: 039-080-092 Building Permit Number: 1314-1853 Plan Check #1 Description: T.I. Maisie Jane's (4980 sq. ft.) Occupancy Classification: -I/B Construction Type: V -B Stories: One Fire Sprinklers: No Building Total Area: F-1 (8,300) B (1,5-26) Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond 'in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two complete revised sets of plans for re- check. GENERAL COMMENTS: 1. Please add the following Fire Department Notes: Access: An approved fire apparatus access road not less than 20 feet wide shall be_provided for access within 150 feet of all portions of the building. Call 530-538-7888 to schedule a site visit prior to final to verify fire access layout and markings. Fire Extinguishers: Extinguishers must be mounted on a bracket or in a cabinet with the top not more than five feet above the floor. Base requirements are one 2A:10:B:C (minimum rating) fire extinguisher is required with no more than 75 feet travel distance. Some areas may require high rated extinguishers with less maximum travel distance, depending on use..Extinguishers may be required to have a sign mounted above in order to be visible from a distance. jet j Address: Ensure structure has appropriate building identification. Minimum 4" high and 0.5" stroke. Ensure the street address is posted at the street main entrance and on the main or first building encountered. 4 Storage: Storage shall be maintained 2 feet or more below the ceiling in non sprinklered areas of buildings or a minimum of 18 inches below sprinkler deflectors in sprinklered areas of building. NON-Sl"KUGMRAL COMMENTS: 1. Please revise Code Analysis section on cover sheet of plans to reflect an allowable area calculation. Since there is no separation between assumed property lines, provide a ca.lculat.ions bused on total sq. ft: of all structures. Please provide and show an exitpath of travel "Exit Discharge" from both exits to the public+ay. 2013 CBC Section 1027. (The exit discharge route of travel to the public way requirement can be accomplished by providing access to a safe dispersal area. Refer to 2013 CBC Section 1027.5 Exception) 3.. Please revise. sheet El to show the illuminated `Exit" sign located at the man door. 4. The top ramp landing must be large enough that the door in any position. does not decrease the landing to less than 42". It appears that the 6' landing will not be large enough, please review. CBC I l 3-405.7.5 All entrances and exterior ground floor exits from the proposed building must be connected to the Accessible .Route of Travel to the public way. Provide an unobstructed sidewalk around the building connecting the building exits to the accessible route of travel to the accessible parking spaces and public way. 201.3 CBC 11 B division 4 Accessible Routes (Refer to the comment above in .regards to the required exit discharge to the public way. The accessible route of travel to the public way requirement: can be accomplished by providing access to a safe dispersal urea.) S"IRLJQ-URAL COMMENTS: None The:Depa.rtrz,e:rt ofDevelopme'It Services is currently opep to the public from 8:00 am to 3:00 pm. lfyou wish to discuss these plan check comments, please call during our business hours or contact us by e -snail at the address below. Permit status can be tracked by logging on to )rtt://+vw.butteeounty� net/dds and clicking Building Permits Status. �y Curtis Johnson Plans Examiner (530) 538-2875 cl'tohnson a7��,buttecount l.net Philo Hunt,.P.E. Plan Check .Engineer (530) 538-21.30 phtrnt@bu"ecotinty. net Al