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HomeMy WebLinkAboutB16-1727 000-000-000ALL WEATHER (INSULATED PANELS GENERAL NOTES The following specifications appear on shop drawings prepared by AWIP. They are intended to be a guide for minimum acceptable Installation procedures and to Indicate Ne quantity, size, and material specification of products furnished by AWIP for the described pr*cL They should not be used to replace or supplant specifications or notes on strucWral drawings. Materials shown on Mese drawings and specifications have bean approved by AWIP for the Purposes shown. Unless noted otherwise, this project has been detailed based on an ambient building and not a cooter or freezer building. 9 this is not the case please notify your AWIP project manager immediately and provide the Interior temperature(s). DESIGN LOADS: Design bads for insulated panels shall be In compliance with ISC 2012 code requirements. Wind loads for Insulated panels snail be in compliance with ASCE 7-10 code requirements. FASTENERS: Panels: Fastening systems have been selected to resist the design pressures shown on this sheet with an appropriate safety factor applied. Rater to the connection details of this drawing set ler types and locations. Trim: Refer to the connection details of this drawing set for (rim fastener types and spacing. Paint: Exposed fasteners shall have painted heads to match the color of the metal aiding where they are used. PROJECT NAME PROJECT NUMBER PANEL CONFIGURATIONS) Panel Type Core Material Core Thickness Insulated Value (R) Coverage Profile Material Gauge Finish Color Pattern OM40 - Double Mesa Polyurethane 4- 32 40' EXTERIOR FACE Mesa C-90 GeN. or AZ50 Steel 26 Polyester (AW100) Imperial White Standard Embossed S_MUCKERS NATURAL FOODS 0560516-783 INTERIOR FACE Mesa G-90 Galy. or AF50 Steel 26 Polyester (AW100) Imperial White Standard Embossed _.I �'T 3'A' EXTERIOR SIDE DM40 - DOUBLE MESA INTERIOR SIDE BUTTE COUIVIY AUG 0 9 2016 DEVELOPMENT SERVICES /4 �7 REVIEWED FOR CODE COMPLIANCE AUU 18 2010 INTERWEST CONSULTING GROUP ABBREVIATION LEGEND: A.F.F. ABOVE FINISH FLOOR BLDG BUILDING B.O. BOTTOM OF i CENTERLINE CONIC CONCRETE 0 DIAMETER DEGREES EXT. EXTERIOR F.F. FINISH FLOOR HT. HEIGHT INT. INTERIOR N.T.S. NOT TO SCALE O/C ON CENTER 0/0 OUT TO OUT SIM. SIMILAR T.O. TOP OF TYP_ TYPICAL This AWIP shop drawing set was generated using the information from the sheets from the Butler Manufacturing drawings dated 03/14/2016 and the sheets from the NVBS drawings dated 05/22/2015. This shop drawing set has been prepared by AWIP in order to indicate the quantity, type, and specification of materials to be supplied by AWIP and to some as a guide for minimum acceptable Installation procedures. h shall be the responsibility of the customer to verify that the esus heights, base cerlditlans. steel dimensions, openings, mmaction delete, end other shngar and relevant Information specified M the drawings are accurate and In accordance with the overall building design. By sign" below, the customer verifies that he or she has thoroughly reviewed this snap droving set and has found h to be acceptable and N accordance with Me overall building design or has dearly marked them otherwise. ❑ APPROVED WITHOUT EXCEPTION ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signed Dated Fs - r 77ti 0 O¢WAtiN wa�d� m> J W 2 ova �W J N a?I = ' lu T T 50'-0" OUT TO OUT OF PANELS = O �4'-0" 19'-8" 10'-0" 16'-0" 4'-4" z nZ-4 Z1, r CIN -{Itn Oho a D SPA;P� O Z m b I� D m=U'o:gm A A O c 'z G7 o500mo -0 m 0 -on D i- moi c(n O3� Z m In >0 At'�O�OZ "DOOm w N Dcr c mem mm 1O�O r'w DT>y T> D 2 m m 3 oo r0 mmmm co coA m mm W,) C-2 71 n O O m Z o U) o m " �m mG �' o m W o -0 m � -n D C~ O Z C7 m DRAWING SUBMITTAL STATUS: PROJECT: SMUCKERS NATURAL FOODS "nre 5127116 1Oe No. 0560516-763 929 AlDRIOGE ROAD FOR CONSTRUCTION ' ALL WEATHER INSULATED PANELS VACAVILLE. CA 95600 PHONE: (707) 3592280 FAX:(707)3592386 FORAPPROVAL FOR PERMIT ONLY j.RPVISE CUSTOMER: NORTH VALLEY BUILDING SYSTEMS weer: CH .weer 2 °F11 r REUNNERE NS s" MIS WW W.AWIPANELS.COM FOR PRELIMINARY LOCATION: CHICO, CA srxE: NTS ev waE M 0 RESUBMIT b = O Q b z CIN -{Itn Oho D Z m I� A O c 'z G7 m 0 T w ao W 0 50,_0„ v A A 0 17_6„ 12,_6„ 12•_6„ 12,_61, o F N —m— DD I I D DA (38) - 12'-5" (38) DM40-12'-5" • DM40 m m=.X24M m D 05vnmv 0 r <7.00.. m m S cm002P O w A A A r �� m rnn z o� A a m a m v vz 'DDOCr m N Z ') mmm o z 22 m r - z �> x= m m 0— o0 mm mm cn On4 M m �A = N1A) O Z- r m m n n W A Z Z O G)c) x X A�u 000 co bb cn v m� Fn :m O� AmAy DDo o x MITI m "1l n O z n 7U �Z D OM Cm c mC QM co 0 ,m o D Z D 0 m A) ' ALLWEATHER INSULATED PANELS 929 ALDRIDGE ROAD VACAALLE, CA 95688 PHONE (707)35S -M80 FAX: ITUT) 3592286 NNJW.AWIPANELS.COM DRAWING SUBMITTAL STATUS: FOR CONSTRUCTION FOR APPROVAL FOR PERMIT ONLY FOR PRELIMINARY ]REVISE 8 RESUBMIT PROJECT: SMUCKERS NATURAL FOODS WTE 5 7116 .we Ro. 0560516-783 CUSTOMER: NORTH VALLEY BUILDING SYSTEMS DI JCN sreei ///��� 'l OF�� J I ReouRe Rcvisioxs se„s LOCATION: CHICO, CA wue. NTS Rei, r once M z + 0+ m + 2 z o 8 n m �Jo rrn �rn 2 0 z o 2 0 z m - (7 s a m �o a i O 0 O A (� �J T1 �.`.�) V Z m S (38) DM40 - 16'-0" m (16) DM40 -16'-0" m m r o r o m z m z v v �_ m ou m O O =+ � z 0- D z D z r r ZZ m m o D o CO�A 021W - OO�W N N O T O Z n CZ om M m< m 7 D) m m C= o co o' C _ m z ml m ' ALL WEATHER INSULATED PANELS 929 ALDRIDGE ROAD VACAVILLE, CA 95688 PHONE: (707) 359-2280 FAX: (707) 3592266 WWW,AWIPANELS,COM DRAWING SUBMITTAL STATUS: PROJECT: oTE: SMUCKERS NATURAL FOODS W7116 xBrvo. 0560516-783 FOR CONSTRUCTION FORAPPROVAL FOR PERMIT ONLY FOR PRELIMINARY JREVISE 8 RESUBMIT CUSTOMER:DI BY : NORTH VALLEY BUILDING SYSTEMS JCH SHEU A OF �} i aeDJmeaevisiorvs xx ave LOCATION: CHICO,CA sem_ NTS REVV. r 06 o o 1.1) (3.1) mU z 50'-0" N ❑ w 4 O 8 O y z +116'-0" CEILING HT m q Z w 6 8 co Y> o 9 9 9 O ❑ $ T N z U c 9 w Y +100'-0" — 0 FINISH FLOOR INSTALLATION DIRECTION I (TYP') 8 U 8 9 d yam 3 f7 E p O z N 8 mot E� PANEL ELEVATION AT LINE F zm u�aam 3a 0000�+ LLrc TYP. WALKDOOR TYP. O.H.D. mg o mo �U �6 (A.1) F) <z aaC4 d 125'-0" w z wa 8 �O 8 w~ 3D (2)DM40-6'-O"— (2)DM40-6'-O"— IT (2) DM40 - 6'-0"— z CEILING HTS • 0 0 6 m m 6 0 9 --r v r � v r_ 9ZE a X11 p 1� ❑ �1) ❑ 2 i 2 I�. �I N EVIEWED +100'-0" FINISH FLOOR FOR ODE COMPLIAN (-3— 2r-0" 10'-0^ 4'-0° 10'-0" 56'-0" 8 10'-0° 8'-o",AUG 18 2m INSTALLATION DIRECTION PANEL ELEVATION AT LINE 3.1 LINOTTLO(6 IELD CUT (3) DM40 - 12'-01/a^ INTERWEST DM40 - 6'-0". CONSU LTINr; r-.Pnl I FRAMED OPENING TRIM SCHEDULE OPENING SIZE PANEL TRIM ID QTY JAMB WIDTH HEIGHT HEAD TRIM SILL TRIM TRIM (i PER OPENING) 1 CT-03 CT -0 3 N/A 3 10'-0" 10'-0" 2 3 3'-0" 7'-0" CT -03 CT -03 N/A 4'-0" 8'-0" N/A NOTE: ALL OPENINGS TO BE FIELD LOCATED, UNLESS OTHERWISE NOTED /DIMENSIONED. NOTE: F.O. JAMBS SHALL NOT BE DESIGNED TO LINE UP WITH JOINERY DUE TO PANEL MODULATION. r 06 o o 1.1) (3.1) mU z 50'-0" N ❑ w 4 O 8 O y z +116'-0" CEILING HT m q Z w 6 8 co Y> o 9 9 9 O ❑ $ T N z U c 9 w Y +100'-0" — 0 FINISH FLOOR INSTALLATION DIRECTION I (TYP') 8 U 8 9 d yam 3 f7 E p O z N 8 mot E� PANEL ELEVATION AT LINE F zm u�aam 3a 0000�+ LLrc TYP. WALKDOOR TYP. O.H.D. mg o mo �U �6 (A.1) F) <z aaC4 d 125'-0" w z wa 8 �O 8 w~ 3D (2)DM40-6'-O"— (2)DM40-6'-O"— IT (2) DM40 - 6'-0"— z CEILING HTS • 0 0 6 m m 6 0 9 --r v r � v r_ 9ZE a X11 p 1� ❑ �1) ❑ 2 i 2 I�. �I N EVIEWED +100'-0" FINISH FLOOR FOR ODE COMPLIAN (-3— 2r-0" 10'-0^ 4'-0° 10'-0" 56'-0" 8 10'-0° 8'-o",AUG 18 2m INSTALLATION DIRECTION PANEL ELEVATION AT LINE 3.1 LINOTTLO(6 IELD CUT (3) DM40 - 12'-01/a^ INTERWEST DM40 - 6'-0". CONSU LTINr; r-.Pnl I FRAMED OPENING TRIM SCHEDULE OPENING SIZE PANEL TRIM ID QTY JAMB WIDTH HEIGHT HEAD TRIM SILL TRIM TRIM (i PER OPENING) 1 CT-03 CT -0 +116'-0" 9 9 ' CEILING HT 0 io 7 o 9 -- _ a II ^ Iii O I I " +100'-0" FINISH FLOOR INSTALLATION DIRECTION - I ' 8 PANEL ELEVATION AT LINE 6.7 +116'-0" CEILING HT +100'-0" FINISH FLOOR 7 14) I I I I (13.7) (A.1) H s PANEL ELEVATION AT LINE 1.9 FRAMED OPENING TRIM SCHEDULE OPENING SIZE PANEL TRIM ID QTY HEAD JAMB WIDTH HEIGHT TRIM TRIM SILL TRIM (3 PEN OMNING) 3 1 6'-0" 7'-0" CT -03 CT -03 N/A T-0" 8'-0" N/A CT -03 CT -03 N/A 4 1 8'-0" 8'-0" 9'-0" 9'-0" N/A NOTE: ALL OPENINGS TO BE FIELD LOCATED, UNLESS OTHERWISE NOTED / DIMENSIONED. NOTE: F.O. JAMBS SHALL NOT BE DESIGNED TO LINE UP WITH JOINERY DUE TO PANEL MODULATION. TYP. WALKDOOR REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING rRnl to (C.21 (C.7) 3) 2A) > T T T�_ �N 12'-0" 16'-0" 00 5 LL s y z � O +116'.0 Z m CEILING HT CEILING HT U J w J o y > U _ o _ _ _ _ 8 6 6 6 ] o -- 9 9 9 — + 9 U) z c=i V � w �K J +10o' -o" _ +100'-0° a o FINISH FLOOR FINISH FLOOR o gg i �'ao3y 3 3 pb�� 8 _ ZW U666N INSTALLATION DIRECTION INSTALLATION DIRECTION pN K PANEL ELEVATION AT LINE 3 PANEL ELEVATION AT LINE C.7 Oin�rvU Kp`mnnN UQ W � Z p ujn..Q ¢A0�q m�dLL� (C.7) (C.2) �7 J I W 12'-0" w F � 6 W ~ 9 �N Q z CEILING HT C? 0 i 6 1 $ e e 9 REVIEWED$ 0 +100-0^ FOR CODE COMPL IANCF FINISH FLOOR AUG 18 2016 s INTERWEST INSTALLATION DIRECTION i CONSUI. TINY- r_nnl it PANEL ELEVATION AT LINE 2.4 NOTE: "SB -01" SEISMIC BRACE PLATE TO BE USED IN LIEU OF "PW -01" PLATE WASHERS AT ALL LOCATIONS SPECIFIED ON CEILING LAYOUT. "PW -01" PLATE WASHER 4" PEEL & STICK BITUMEN MEMBRANE "JC -01" JOINT COVER W/ PPH 12" O/C (STAGGERED) (1)'8'0 X 1 '4" HEX BOLT W/ (2) 38" 0 WASHERS - (2) 3e" 0 NUTS & WASHERS (NOT BY IMP SUPPLIER) SECONDARY SUPPORT (NOT BY IMP SUPPLIER) -- 3s" 0 GALVANIZED ALL -THREAD HANGER ROD (NOT BY IMP SUPPLIER) 38 0 COUPLER NUT (AS REQUIRED; NOT BY IMP SUPPLIER) _(2)3 8" 0 NUTS W/ (1),8"0 WASHER (1) 3/8"0 EYELET NUT FOUR TIGHT TURNS IN PER ALL THREAD ROD #10 x 34" PPH 12" O/C (1) 38"0 NUT W/ (1) 38" 0 WASHER FILL GAP W/ INSTA-SEAL "AL -01" ALUMINUM CEILING TEE 1" (MAX.) FOAM SEALANT 1 SUSPENDED CEILING W/ ALUMINUM TEE (SECTION VIEW) SILICONE SEALANT AFTER TEMPERATURE PULL-DOWN --CHANNEL W/ OPTIONAL; NOT BY IMP SUPPLIER () #10 x 3" #10 x 3;" PPH 12" O/C BUTYL SEALANT (MARRY TO VERTICAL SEALANT) 'Lill NOTE: REFER TO PANEL JOINT DETAIL(S) FOR VERTICAL SEALANT LOCATION(S). CONCRETE ANCHORS (NOT BY IMP SUPPLIER) 3 FLUSH / FINISH FLOOR PARTITION BASE (SECTION VIEW) 38"0 ALL -THREAD ROD (NOT BY IMP SUPPLIER) "SB -01" SEISMIC BRACE PLATE (SEE CEILING PLAN FOR LOCATIONS) . SPLAY BRACE WIRE IN )IRECTIONS ATTACHED )FSTRUCTURE Y IMP SUPPLIER) gm NOTE: FIELD -CUT CEILING PANELS AS REQUIRED AT CORNER TRANSITION. "IC -01" INSIDE CORNER W/ #10 x 34" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) 4 CEILING TRANSITION (SECTION VIEW) "OC -02" OUTSIDE CORNER W/ #10x34"PPH 12"O/C (SET TRIM IN BUTYL SEALANT) — BUTYL SEALANT (MARRY TO VERTICAL SEALANT) NOTE: REFER TO PANEL JOINT DETAIL(S) FOR VERTICAL SEALANTL _"7t iONfSi-..' - D FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP E� 2 SEISMIC BRACE PLATE z m. L2_n__-- �:P! (ISOMETRICVIEW) g¢ NOTE: FIELD -CUT CEILING PANELS AS REQUIRED AT CORNER TRANSITION. "IC -01" INSIDE CORNER W/ #10 x 34" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) 4 CEILING TRANSITION (SECTION VIEW) "OC -02" OUTSIDE CORNER W/ #10x34"PPH 12"O/C (SET TRIM IN BUTYL SEALANT) — BUTYL SEALANT (MARRY TO VERTICAL SEALANT) NOTE: REFER TO PANEL JOINT DETAIL(S) FOR VERTICAL SEALANTL _"7t iONfSi-..' - D FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP "IC -01" INSIDE CORNER W/ #10 x 3a" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) 5 PARTITION TO CEILING (SECTION VIEW) �I 1 - "IC -01" INSIDE CORNER W/#10 x 3a" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) 7 PARTITION TO WALL (PLAN VIEW) NOTE: REFER TO PANEL JOINT DETAILS) FOR VERTICAL SEALANT LOCATION(S). BUTYL SEALANT (MARRY TO VERTICAL SEALANT) i "IC -01" INSIDE CORNER W/#10 x 34" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) BUTYL SEALANT "IC -01" INSIDE CORNER W/ #10 x 34" PPH 12" O/C (SET TRIM IN BUTYL SEALANT) NOTE: FIELD -CUT PANELS AS REQUIRED AT CORNER TRANSITION. "IC -01" INSIDE CORNER W/ #10 x 34' PPH 12" O/C (SET TRIM IN BUTYL SEALANT) 0 CORNER TRANSITION (PLAN VIEW) "CT -03" CAP TRIM W/ PPH 12" O/C "OC -02" OUTSIDE CORNER W/ # 10 x 34' PPH 12" O/C (SET TRIM IN BUTYL SEALANT) BUTYL SEALANT NOTE: REFER TO PANEL JOINT DETAIL(S) FOR LOCATION(S) OF VERTICAL SEALANT AT JOINERY. FIELD INSTALLED SUPPORT MEMBER (NOT BY IMP SUPPLIER) REVIEWED OPENING AT PARTITION WALL FOR CODE COMPLIANCE (SECTION VIEW -HEADER; PLAN VIEW -JAMB) AUG 18 2016 INTERWEST am � tlmU Ctl 'Vj W�nm� aai 2ga2g FIELD -APPLIED NON - SKINNING -BUTYL SEALANT I ROOM INTERIOR NOTE: FILL CAVITY WITH '. • DIAMETER BEAD (APPROXIMATE) OF NON -SKINNING BUTYL SEALANT (DO NOT UNDER -FILL). PANEL JOINT (PLAN VIEW- LINER) FIELD -APPLIED NON -SKINNING BUTYL SEALANT NOTE: FILL CAVITY WITH '."DIAMETER BEAD (APPROXIMATE) OF NON -SKINNING BUM SEALANT (DO NOT UNDER -FILL). PANEL JOINT (SECTION VIEW - CEILING) 'GC-02.OUTSIDE CORNER TRIM W/ #10 x 3/4' PPH 12' O/C FILL WARM SIDE CAVITY WITH Vie' DIAMETER BEAD (APPROXIMATE) OF NON -SKINNING BUM SEALANT (DO NOT UNDER -FILL). 7 ROOM EXTERIOR NON -SKINNING BUTYL SEALANT ROOM INTERIOR SEALANT PLACEMENT AT PANEL JOINT (PLAN VIEW - CEILING / LINER) NOTE: FIELD -MODIFY TRIMS AND FLAT STOCK AT TRANSITION LOCATIONS TO CREATE DESIRED FINISH. NOTE; ERECTOR MAY PRE -ASSEMBLE HARDWARE ON'e' HANGER RODS; USE TIE -WIRES TO HOLD WASHERS ABOVE WORKING POINT. ( 0 NUT e 0 ROUND WASHER PWA PLATE WASHER P� 'AL -02' TEE SPLICE PLATE W/ (4)Is' 0x 11i BOLTS, NUTS &WASHI`RS. USE (2) WASHERS BETWEEN EYE COUPLER AND TEE. USE (1) WASHER AT NUT AND BOLT HEAD LOCATIONS. ALUMINUM CEILING TEE SYSTEM NOTES: NOTE: STRUCTURAL SUPPORT SYSTEM 1. STANDARD CEILING DESIGN LOAD: 20 PSF FORTHE CEILING ASSEMBLY LOAD BY 2. TYPICAL ALL -THREAD ROD SPACING: 5'-0' O/C OTHERS (NOT BY IMP SUPPLIER). TYPICAL TRIM END LAP (ISOMETRIC VIEW) NOTE_ V-0- (MINIMUM) PANEL WIDTH REQUIRED AT STARTING AND ENDING PANELS ALONG EACH WALL / ROOF. OUT TO OUT OF PANEL STARTING PANEL 3' ENDLAP REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULT1NIr, r Pni 1T, ENDING PANEL V-01 MIN._�_ N.T.S. INSTALLATION DIRECTION STARTING / ENDING PANEL (WALL - ELEVATION VIEW; ROOF - PLAN VIEW) '-0' MIN_. N.T.S. LOCATE FIRST HANGER ROD 24' (MAXJ FROM FACE OF PANEL ( BEADS OF LD-APPLIED NOTE.'S8-01' SEISMIC BRACE PLATE - B) BUTYL SEALANTI TO BE USED IN LIEU OF'PW-01' PLATE WASHERS AT ALL LOCATIONS SPECIFIED ON CEILING LAYOUT. I FIELD NOTCH AS REQUIRED I > o. / NOTE; ERECTOR MAY PRE -ASSEMBLE HARDWARE ON'e' HANGER RODS; USE TIE -WIRES TO HOLD WASHERS ABOVE WORKING POINT. ( 0 NUT e 0 ROUND WASHER PWA PLATE WASHER P� 'AL -02' TEE SPLICE PLATE W/ (4)Is' 0x 11i BOLTS, NUTS &WASHI`RS. USE (2) WASHERS BETWEEN EYE COUPLER AND TEE. USE (1) WASHER AT NUT AND BOLT HEAD LOCATIONS. ALUMINUM CEILING TEE SYSTEM NOTES: NOTE: STRUCTURAL SUPPORT SYSTEM 1. STANDARD CEILING DESIGN LOAD: 20 PSF FORTHE CEILING ASSEMBLY LOAD BY 2. TYPICAL ALL -THREAD ROD SPACING: 5'-0' O/C OTHERS (NOT BY IMP SUPPLIER). TYPICAL TRIM END LAP (ISOMETRIC VIEW) NOTE_ V-0- (MINIMUM) PANEL WIDTH REQUIRED AT STARTING AND ENDING PANELS ALONG EACH WALL / ROOF. OUT TO OUT OF PANEL STARTING PANEL 3' ENDLAP REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULT1NIr, r Pni 1T, ENDING PANEL V-01 MIN._�_ N.T.S. INSTALLATION DIRECTION STARTING / ENDING PANEL (WALL - ELEVATION VIEW; ROOF - PLAN VIEW) '-0' MIN_. N.T.S. WLF0.ENAME t89]W9601 - - v a T I II�III' DRAWING INDEX DRAWING RELEASE HISTORY GENERAL. (VOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVER SHEET 1 PEF(MIT DRAWINGS WITH FM1.60 REQUIREMENTS 6/21/2016 PERMIT SET- For Building Dept. Approval 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 NOTES 2.3 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36,,529,,572,,586, A992 GRADE 36 OR 50 �� ANCHOR ROD PLAN 4.5 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 13 U �� <2i HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B PRIMARY STRUCTURAL 6 . 1 B CLADDING A653, A792 GRADE 50 OR GRADE 80 O HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS SECONDARY STRUCTURAL 19.27 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE Butler Manufacturing COVERING 28-35 REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SPECIAL DRAWINGS SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE a division Of BlueSCOpe Buildings North America. Inc. THE BOLT TIGHTNESS(I.E.SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR STANDARD ERECTION DETAILS CONTRACT. PLANOGRAPH DETAILS ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE 'SNUG-TIGHT"EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS - DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. i PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES, GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED', EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS 'SNUG TIGHT', UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. REVIEWED FOR CODE COMPLIANCE USING THE FOLLOWING CODES: _ O 2013 CALIFORNIA RESIDENTIAL CODE 51, 2013CALIFORNIA BUILDING CODE y 51 2013 CALIFORNIA ELECRTICAL CODE ' 5l 2013 CALIFORNIA PLUMBING CODE SI, 2013 CALIFORNIA MECHANICAL CODE 5� 2013 CALIFORNIA ENERGY CODE: \ 'R 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE _ O 2013 CALIFORNIA BUILDING CODE— STRUCTURAL PROVISIONS ONLY O 2013 CALIFORNIA FIRE CODE _. ❑ OTHER: COMPLETION OF THIS REVIEW DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE OR LOCAL REGULATIONS. y--� ym BY:DATE: `-_ -- INTERWEST CONSULTING GROUP \ REVIEWED FOR CODE COMPLIANCE - - AUG 18 2015 INTERWEST - BUTTE CONSULTING GROUP COUNTY AUG 0 9 2016 PROFESS/0 N /�``1 q�Gz`�ti ���TO DEVELOPMENT ro i1 C SERVICES i m C 75014 n ( vvvv it m EXP. 12 112, 7 ;D �F ! CIVIL 7 OF CAI FOR Oil! Z�l�b THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE - IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR _ REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. suRDea North Valley Building Systems, Inc. '1081 THE BUTLER MFG. ENGINEER'S SEAL DOES 16-009040-01 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER. DATE DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATOR. Chico, California BUTLER 621/2016 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL °Rr�wnNECK JLD / HA TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING RRarcT. Smackers Butler Manufacturing 0 0 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. _... .. surceR•s FOS RFQ e.5.n.m wcvERsiorv. 2016.1b W N„cGn," PUIkArm NeM Mem Ae 1 WLF0.ENAME t89]W9601 - - v a T I II�III' Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte State: California Country: United States Building Code Building Code: CA13 Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Material Dead Weight Collateral Gravity:8.00 psf Roof Covering + Second. Dead Load: Varies Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: Vult: 110.00 (Vasd: 85.21) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.975 Parts Wind Exposure Factor: 0.975 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 23/2/6 Parts / Portions Zone Strip Width: a: 11/7/3 Basic Wind Pressure: q: 25.68 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Heated - Ct: 1.00 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 61.40 %g Mapped MCE Acceleration: S1: 27.20 8g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.5357 Design Acceleration Parameter: Shc: 0.3366 Seismic Design Category: D Seismic Snow Load: 0.00 psf Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 28/7/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.4093 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1531 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2472 R -Factor: 3.25, Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1648 x W REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP Wn 16 14'.NU • Wwlm N &ueSaYe &JNrp Nwll, Meng M. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE THIS DRAWING, INCLUDING THE INFORMATION'FiEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. y WTE �.., MMRc M BO R: North Valle Building y g Systems, Inc. CUSTOMER; BUTLER Butler Manufacturing we wTsaR: 2016.1b '106" 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.P^ WE 6212016 m TON. Chico, California Ca,uuacrEc�e JLD f HA P XCT: Smucker, °Ru"T'°sCna' NTS BTmnBRSRor RFQ 2 Wn 16 14'.NU • Wwlm N &ueSaYe &JNrp Nwll, Meng M. BUILDER/CONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guidelines as outlined in the RISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In rase of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are funished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E firm are responsible for the overall project coordiration, Including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any, materials not furnished by Butler are to be considered and coordinated by the builder or A/E firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for constriction in strict accordance with Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor arry drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/600 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specked field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler bracing is designed for code required loads after building completion and shall rat be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that is within 20 ft. of Butlers building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must rat impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but rat limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximurn floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result In failure. W FUE: iBCG 111 DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. " Claims for damage or shorts MUST be rated on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) Larder the Uniform Commercial Code. it is critical that damages or shorts be rated on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier Is responsible for material shortages against quantities billed on the shipping document if such shortages are rat rated on the stripping documents upon delivery of material and acknowledged by the carriers agent For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently appy loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE f is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but rat limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of arty special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This Includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall rat impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this stricture. If the builder intends to invoice Butter Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code required forces. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PrtODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. PANELS Oil canning is an inherent characteristic of cold forted steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Toru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof nimble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof amble raise may be minimized by providing a layer of blanket insulation between the parcels and ary hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board Insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. ft is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent poncring. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is rot designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builders responsibility to ensure that If a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butter's shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVAL Fabricator Approvals IAS AC472 Approvals: (www.lasonline.org/Metal_Buildirg_Systems/MB html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA#FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County 43 & 833 Design Approvals IAS AC472 Approvals: (www.iasonline.orglMetal_Building_Systems/MB.hbnl) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (httpJerg.ewbgroup.orgICertificatioNPages/CortifiedComparySearchaspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FI#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; CAN—AB#PO8900; NS#30123; ON#100148796; and Yf#PP134 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DB�mw scnE e1BN19 DEsnMM BUMER North Valley Building CUMMM LOpgTON Chico, California Ma U: Smuckers NTS eu, sr RFQ "9555 Inc. 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O O G) W [1 G) a d a d - 3 IOU o m v a 3 Z m n n O _n O X z o co rm O m m< zXa nm _ o 7 M o rn � DC7 � Z f7 m 26'-0" �' 26'-0" ,1 26'-0" i' 26'-0" �' 26'-0" 130'-0" VAN a a E p E E 9 E � n E +J WIDTH 2112" I 1,2112" 64mm 1—'ri 6—T 4mm CL D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-8" T=3/8" Dim: A=1'-0" Elev.=100'-0" +'�_ HARDENED WASHER 4" (102mm) PROJECTION X wTANYD BOTTOM OF COLUMN BASE PLATE ELEV. J mOF FOUNDATION -CONSIDER mSPACE BETWEEN THE FOUNDATIC COLUMN BASE IN ANCHOR ROD TH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. SUGGESTED ANCHOR ROD PROJECTION VPC FILENAME: 1"0904041 1 Dlm. A N L)J I + + 9 r E N T8J 102mm 127mm D2 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-2" T=3/8" Dim: A=5 1/8" Elev.=100'-0" 112" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB � d W = � W 412 W —6 II114" OPENING WIDTH 1 114" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES: J = SIZE JAMB'EQ.' VALUES: 7EQ-2"S,mm, 8.5 EQ-2314"70mm 10 EQ = 31/2" 89mm, 11.5 EQ - 41/4" 108mm FRAMED OPENING DETAIL a E JE LTJ r 4" 5" WIDTH 102mm 127mm 2 1/2" 2 112" 64mm c 64mm L D3 (4)3/4" Dza. GR36 Anchor Rods Plate W=8" LF1'-3" T=3/8" Dim: A-5 1/8" Elev.=100'-0" II VARIES BOTTOM OF COLUMN BASE PLAT STD = 1/2" (13mm) FLUSH - 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL THE BUTLER MFG. ENGINEER'S SEALAPPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED AY BUTLER. THE BUTLER MFG. ENGINEER':+ SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. a JEE WIDTH 21/2" l2 ,/2'• 84mm r 6—'( 4mm L Dim. A fYJ II N E 4" S" N m 031 102mm 127mm D4 (4)1 1/4" Dia. GR36 Anchor Rods D5 (4)1 1/4" Dia. GR36 Anchor Rods D6 (4)3/4" Dia. GR36 Anchor Rods Plate W=1'-0" L=1'-1" T=1/2" Plate W=9" L=1'-1" T=3/8" Plate W=9" L=1'-1" T=1/2" Dim: A=1'-0" Dim: A=1'-0" Dim: A=5 1/8" Elev.=100'-0" Elev.=100'-0" Elev.=100'-0" 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED rrEMS ARE TO BE FURNISHED BY CONTRACTOR 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FYS 61<51). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANI SPERM NG FORCES FROM ANCHOR ROD$ TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIR ED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST4N-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AWS WITHIN A COLUMN BASE GROUP;+4/8" b. CENTERS OF ADJACENT AR GROUPS; +41W' e. TOPS OF ARS; +4/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +414" PER 10UFT, NOT TO EXCEED I- TOTAL e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN UNE; +.11V S. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv DATE: BY: DESCRIPTOR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I DRAWINGSCALE: NTS 52&2016 10"6:59 4 v E 0 21n" 21Iz" 64mm r 64mm L D7 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-9" T=3/8" Dim: A=1'-0" Elev.=100'-0" REVIEWED FOR CODE COMPLIANCE AUo 18 20% INTERWEST CONSULTING GP nIIp ANCHOR ROD PLAN - DETAILS BUILDER: North Valley Building Systems, Inc. I , , c BUTLER O Butler Manufacturing VPC VERSION: 2016.10 JOB*: 16-009040-01 CUSTOMER: DATE: 6/20/2016 LOCATION: CITICO, CalifOmla DRAM/CHECK JLD / HA PROJECT: Smuckers BUILDERSPow RFQ PAGE. �pI 6 ENlslon of BluaScoM BdHings NOM Am dca, Ino. O 0m m,�Oommm�m m -< OC O z N~ c c s -1 Xy mc) l>Om m< Z Z � f ZO = A z o C O y� m o m 3 NL�3Zoowyoom mz=Omzvz>�z n A 0 x T O o Z M Z r.m ❑y mmmT.vom O T m m O� O A o y .*mcNm;a0 ��nn T �Z��mF� m� O —_ m 0 A 0 0� 0 AN. mpm o O-roy o=OT -i Onn M Tm w= _ OrA 0(7 yy TEqr vA Acnym <DK - �T mmz A p m m y O r Q o M. 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O y 0 C ZT A . 20 =AC) nmm 0 C O z �ry-1 wood C: C) 0 m0M, 0� m0m rn 0p <.>T �O d oZZ0 Z =min Z ol- 0o 0AOT m0yME-M�p CO{ OR A ASH A m � MZX comm j wom cmmo �m~O m,ZoO mmoz owo1 F z � A Z -IN�0 < �Om M�zZ -Mm omcz oNno <PFN �b Avco �mzx i N z O T O m r w T �O� AOT °i m 2czim cowo ��C)zo m0Am zz A Aom 0CF '00 0 P-1 $E, T 1 y 150' -0" 0'-0" 26'-0" 26'-0" i 1 26'-0 C B I y BIL 26'-0" i , 26'-0" rJ X N n S) V �{ en O C) a A 0) n 0 Z X^ ^ `/ � rn m Z� � �m �m o K* C" .° m o DQ X m N 3 A O ? o Z T m O v m a � 0 d o v m n y O z x HN mA T w �TTc N c Y n ^Z^ Y♦ nn nTn y i g y n c m L z m T 0 N P-1 $E, T 1 y 150' -0" 0'-0" 26'-0" 26'-0" i 1 26'-0 C B I y BIL 26'-0" i , 26'-0" rJ X N n S) V �{ en O C) a A 0) n 0 Z X^ ^ `/ � rn m Z� � �m �m o K* C" .° m o DQ X m N 3 A O ? o Z T O v m a � d o v n y O x O 3 T w �TTc n Y n ^Z^ Y♦ m L C m T P-1 $E, T 1 y 150' -0" 0'-0" 26'-0" 26'-0" i 1 26'-0 C B I y BIL 26'-0" i , 26'-0" rJ X N n S) V �{ en O C) a A 0) n 0 Z X^ ^ `/ � rn m< Z� � �m �m o K* C" .° m o DQ m N r H ❑ a N N 10 p rt 0 w w rt W W w w r N N G n u 0. K m w w w \ \ Ort 7 m a r a M w � n W N w O 0 r r r \ \ K 0 r N N rt : toO W rt0 O H 0 oro K 0 o w m 0 o rt K w W N z m m O O a 0 w o 0 0 0 0 o w w o 0 0 o w o 0 0 o u, o w o 0 o ro of d7 rn tr m cn rn to 07 W m u, a w bJ rn w a w tD m tD cn a w w rt w p A a x7 A A m m :o x z ay cn A a7 A .ro m ',L1 to a7 x1 A �'1 w N W W W W W W N N W W w N N W w W N N W N W W N L+ W a l0 W OJ N m a N O W m 01 N O W CO 01 W r o 0 0 0 0 0 0 0 0 0 0 o r o r o o r o r o 0 o w O N O N a l0 O a. a W J O W O OJ r a 07 O 01 O N O W r r r r r r a r r r r r r tt b K rt N n N W W W W W W N N W W w N N w W W N N W N W W N r a s l0 W CO N m a N O w m Ol W O W W Ol a r a iP 1p J fD a - � G 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� r a N O N a tp O r r W J O W a N r a W a 01 a m O m K� \ U+ w \ \ \ Ia C� w w ID w w w CD w w w m W to to W w W h7 to w w w w Ql O 'c1 71 ',i1 W Rt :o W W 7a 'a W .ro :o W W :o W A W ?7 A W W :J CD r o 0 0 0 0 o r r o 0 0 o r o 0 0 o r o r o 0 o rt U N N N N N N N N N N N N U+ N N N N (T N V+ N N N w r x x x x x x r r x x x x r x x x x r x r x x x �- r r r r r r r r r r r r r r r r r r r r r r r r r x A x at x x 0 0 0 0 0 0 N N N N N N 4 4 4 4 4 4 r r r r r r Depth2 1'_7" 1'-0" 1'-0" y„ 9" 9" 9" 9" 9" 9" 11" 11" 1'-7 1'-2" 1,-2" 1'-1" Approx.Lgth Approx.Weight Detail Cee Mark No 27'-6 9/16" 719# 33'-9 11/16" 443# 26'-0 1/16" 287# 23'-0 1/2" 257# 22'-11 15/16" 258# 39'-10" 516# 28'-4 Frame Member Schedule 9/16" 259# 28'-7 Part Mem Width Thick WebThk. Depthl 9/16" CX001 1 6.0000 .3750 .1345 1'-7" 8 RBX001 2 5.0000 .1875 .1345 2'-0" Yes 0097284 3 5.0000 .1875 .1345 1'-0" _ 1 4 5.0000 .1875 .1345 l'-0" A325 RBX002 5 5.0000 .1875 .1345 9" 0097284 D 6 5.0000 .1875 .1345 9" 1 RBX003 7 5.0000 .1875 .1345 9" required at Flange 8 5.0000 .1875 .1345 9" RBX004 9 5.0000 .1875 .1345 9" 10 5.0000 .1875 .1345 9" RBX005 11 5.0000 .1875 .1345 9" 12 5.0000 .1875 .1345 11" 13 5.0000 .1875 .1345 11" CX002 14 6.0000 .3125 .1345 l'-7" EPX001 15 5.0000 .2500 .1644 1'-1" EPX002 16 5.0000 .2500 .1644 1'-1" EPX003 17 5.0000 .2500 .1644 1'-2" EPX004 18 5.0000 .2500 .1644 1'-2" EPX005 19 5.0000 .2500 .1644 1'-1" Depth2 1'_7" 1'-0" 1'-0" y„ 9" 9" 9" 9" 9" 9" 11" 11" 1'-7 1'-2" 1,-2" 1'-1" Approx.Lgth Approx.Weight Detail Cee Mark No 27'-6 9/16" 719# 33'-9 11/16" 443# 26'-0 1/16" 287# 23'-0 1/2" 257# 22'-11 15/16" 258# 39'-10" 516# 28'-4 9/16" 670# 27'-3 9/16" 259# 28'-7 9/16" 272# 29'-8 9/16" 283# 29'-8 9/16" 283# 28'-5 9/16" 270# BR25BD JCP053080 BR25CJ OOOCRA4060 BR25CJ OOOCRA4060 BR25CJ OOOCRA4060 BR25CJ OOOCRA4060 Frame Clearances Horiz. Clearance between members 1(CX001) and 14(CX002): 145'-4 3/4" Vert. Clearance at member l(CX001): 25'-3 3/4" Vert. Clearance at member 14(CX002): 26'-2 7/8" Vert. Clearance at member 15(EPX001): 27'-3 1/2" Vert. Clearance at member 16(EPX002): 28'-7 1/2" Vert. Clearance at member 17(EPX003): 29'-8 1/2" Vert. Clearance at member 18(EPX004): 29'-8 1/2" Vert. Clearance at member 19(EPX005): 28'-5 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection 6 Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo THE BUTLER MFG. ENGINPER'S SEAL DOES aBMlm THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR Dia. Length Thick. Out In TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING A 8 A325 3/4" 2 1/2" 1/2" 4 4 Yes 0097284 B 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 C 5 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 D 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 <S> - (2) Washers required at Flange Brace to Secondary. QJ G I D CI 85'-0 7/8" 0.500:12 q? -65'-0 11/16" 0.500:12 IT, 7 6 5 12 @ 5'_0"1 1 1 12 @ 5'-0"- 5 3 A A A A A y N m N A A AW V V O O V V (/I m A V V O 1� O lV O O N 'per r O V V r O O N N O O N O N ,D N V U r l m I~�,~y U ri U m m m m (mi, m m W F. k' m W m m W m m m "1 m O U O N c N O (V O U O U (V m m m m m w m w n3'`L' _ U oU NU Nm mm Wm wm 03 __ t'J_S 3T_.t7-__ B _ -r-c7S_- c7S �S �g wm pm,m mm mm rm„m w m LAS __�__ D D B __r o 3 cs S 3 _ c2.a _ c� 3-- _-_ _= D D A D RBX002 (2)GFB2030 RBX003 (:2)GFB2035 RBX009 (2)GFB2035 RBX005 0 m GF GFB20811 RBX001 00 W U x U C7 I I I GFB20811 (2)GFB2030 (2)GFB2030 m (2)GFB2035 c (2)GFB2035 (2)GFB2030 IGF I o o x x o x I o x a w w o x w w w N U (2)GFB2030 (2)GFB2030 (2)GFB2035 (2)GFB2035 (2)GFB2030 I I I CL 9 31'-8 1/2" Ridge Ht. 8 2'-6" 7 3'-11 9/16" 6 1'-0 11/16" 5 3'-11 5/16" 4 1'-1 3/8" 3 4'-0" 2 1'-81, 1 8 1/2" 1 (1)JCP053080 ❑ Dimension Key O Part Key 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER, WC FILENME: lgppgp = 6,-0"_ T26'-0" i 26'-0" 126'-0" CL CL CL 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 Shape Name = Warehouse Wall 2, Frame 1 THE BUTLER MFG. ENGINEE=R'S SEALAPPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINPER'S SEAL DOES aBMlm THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR NOT APPLY TO THE PEFRFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED LY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CL BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WE I 6' I ME RIMgN: DR.vrrescae: NTS M1 16 1349.10 '-0" REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP C75014 OFCwk' / Z -7l `,0 FRAME CROSS SECTION AT FRAME LINE(S) 1 BOWER: North Valley Building Systems, Inc. BUTLER Butler Manufacturing WCWAScl: 2016.1b J 16- 16-009040 CU ER: CUSTOM DATE 6212016 �ION: Chico, California DRAWWLHECK "OJEOTi "Smuckers eu�RsR RFQ RSD 7 aBMlm daw5mlx eugiN.N"N M",ica, Fc. Frame Member Schedule THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER a V ry Frame Clearances N N r ry W Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth r Approx.Weight Horiz. Clearance between members I(CX003) and 11(CX004): WESIDE 140'-0 11/16" CX003 1 10.0000 .5000 .3125 1'-0" 4'-0" 27'-7 11/16" 2147# Vert. Clearance at member l(CX003): 22'-10 5/16" wm waw m V 3 W m RBX006 2 8.0000 .5000 .3125 4'-6" 3'-4" 20'-6 7/16" 1418# Vert. Clearance at member 11(CX004): 23'-8 9/16" V -_.- '�' --_ 3 8.0000 .5000 .1875 3'-4" 2'-2" c9 M m w Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) U_S _ RBX007 4 6.0000 .3750 .1875 2'-2" 2'-2" 20'-0" 804# 5 6.0000 .5000 .1875 2'-2" 3'-6" Connection & Plate Schedule RBX008 6 8.0000 .6250 .1875 3'-6" 3'-6" 40'-0" 2545# d Qty Grade Bolt Bolt Plate Rows I d Qt Rows Washer PartNo RBX009 7 9.0000 .5000 .1875 3'-6" 2'-2" 30'-0" 1689# f Dia. Length Thick. Out In RBX010 8 8.0000 .3750 .1644 2'-2" 2'-2" 30'-0 1/4" 1737# A 12 A325 1" 3 1/2" 5/8" 9 2 Yes 0097288 9 8.0000 .5000 .1875 2'-2" 3'-6" B 8 A325 3/4" 2 1/2" 1/2" 2 2 Yes 0097284 10 8.0000 .5000 .3125 3'-6" 4'-6" C 12 A325 3/4" 2 1/2" 1 2 4 Yes 0097284 CX004 11 8.0000 .5000 .3125 l'-0" 4'-6" 28'-5 15/16" 2152# D 6 A325 1 1/8" 4" 1",, 1 2 Yes 0097289 E 10 A325 3/4" 2 1/2" 3/8" 3 2 Yes 0097284 <S> - (2) Washers required at Flange Brace to Secondary. 9 31'-8 1/2" Ridge Ht. 8 2'-6- 7 3'-11 9/16" 6 l'-0 11/16" 5 3'-11 5/16" 4 1'-1 3/8" 3 4'-0" 2 l'-8" 1 8 1/2" ❑ Dimension Key Q 85'-0 7/8" 0.500:12 9 65'-0 11/16" 0.500:12 I 6 5 12 @ 5,-0"1 1 12 @ 5'-0" I PI fH4= (2)GFB5097<S> RBXp06 I I I I (2)HFB4071<S>l O k I U 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 Shape Name - Warehouse Wall 2, Frame 2 y m w m (2)GFB6001<S> 1FB5057 a I e 0 (2)HFB4027 m �' e r i REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP J r C 75014 * EXXR 12V12( OF- \FO 6[ F/'(* THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER a V ry PO N O Cry'.O U N N r ry W r .ae• a REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES l0 r O THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR WESIDE 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PEFFORMANCE OR cusromeR: 1p N ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN u1 m ON OU �U c� "101 W3 wm waw m V 3 W m Iq m w m N m m N U m O U N m w V V N Wry O V N V Wm Clm W m V -_.- '�' --_ 3 c9-__ w m m m 0.l ,., m rn c9 M m w W S 8 U_S _ ___ f RBX009 RBX010 A RBX007 RBX008 (2)GFB5097<S> RBXp06 I I I I (2)HFB4071<S>l O k I U 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 Shape Name - Warehouse Wall 2, Frame 2 y m w m (2)GFB6001<S> 1FB5057 a I e 0 (2)HFB4027 m �' e r i REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP J r C 75014 * EXXR 12V12( OF- \FO 6[ F/'(* n FIE a 180AN001 W 16 14VU .wrwu�u, wuavn+w,u�N nuu,maq n�. THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR Ree ATE �' cescRwrro": annFrz North Valley Building Systems, Inc. .ae• UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR WESIDE 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PEFFORMANCE OR cusromeR: OF THE WEB AS THE HILLSIDE WASHER. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 6121=16 firz1/zols �ocmoR Chico, California COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL / TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING aRo.Ea: Smuckers Butler Manufacturing J�LD HA owm+c NTS suresrr RFQ F 6 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. V WRs1 2016 .1b n FIE a 180AN001 W 16 14VU .wrwu�u, wuavn+w,u�N nuu,maq n�. Frame Member Schedule Part Mem Width Thick WebThk. Depthl CX005 1 10.0000 .6250 .3125 1'-0" RBX011 2 8.0000 .5000 .3125 4'-6" 3 8.0000 .6250 .1875 3'-4" RBX012 4 6.0000 .5000 .1875 2'-2" B 5 6.0000 .5000 .1875 2'-2" RBX013 6 8.0000 .6250 .1875 3'-6" RBX014 7 9.0000 .5000 .1875 3'-6" RBX015 8 8.0000 .5000 .1644 2'-2" 4" 9 8.0000 .5000 .2500 2'-2" E 10 8.0000 .6250 .3125 3'-6" CX006 11 8.0000 .6250 .3125 1'-0" 9 31'-8 1/2" Ridge Ht. 8 2'-6" 7 3'-11 9/16" 6 1'-0 11/16" 5 3'-11 5/16" 4 l'-1 3/8" 3 4'-0" 2 l'-8" 1 8 1/2" 7 Dimension Key Depth2 4'-0" 3'-4" 2'-2" 2'-2" 3'-6" 3'-6" 2'-2" '-2"32--2- 31-61- 4 1-6" '-6"4'-6" 4'-6" Approx.Lgth Approx.Weight 27'-7 3/4" 2396# 20'-6 11/16" 1475# 19'-11" 850# 40'-0 7/8" 2550# 30'-1" 1689# 29'-11 7/16" 1925# 28'-6" 2382# I _._ -- 4 011- _.. Frame Clearances Horiz. Clearance between members I(CX005) and 11(CX006): 140'-0 13/16" Vert. Clearance at member 1(CX005): 22'-10 3/16" Vert. Clearance at member 11(CX006): 23'-11 9/16" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 3 Dia. Length Thick. Out In °"TE' 6212016 A 12 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 B 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 6 A325 1 1/8" 4" 1" 1 2 Yes 0097289 E 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes 0097284 <S> - (2) Washers required at Flange Brace to Secondary. QJ 0 7/8" 4-����651-0 0.500:12 4 11/16" 0.500:12I12 @ 5'-0"85'- 11 12 @ 5'-0,, I PI 6 5 0 WN N oN mU a,U M ZU rn N� w� fLO,m Wrn c'J_3 __c�3__ -^ S �a � _ _-__ W ry W N 7 -� D C RBX019A A I RBXO15 RBX012 RBX013 (2)GFB5097<S> RBX011 I I (2)HFB4071 I 0 I n O O O V 150,-0" FRAME CROSS SECTION AT FRAME LINES) 3 ♦4 w 11 w I I I o, 1(2)GFB6001<S> I I I O 0 � O1 {(2)HFB4027<S> m o' I I I 1 I I I 1p I � REVIEWED FOR CODE COMPLIANCF AUG 18 2016 INTERWEST CONSULT1n)('�! r•.Qr)i 1A -- C75014 * EXR 12/11124 OF E7 Shape name = Warenouse Wall Z, name S 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED f3Y BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 3 aEv onre sr. oE�niEra": euunEa North Valley Building Systems, Inc. cusTo"Es: L00"Ta" Chico, California PaaeoT: Smuckers aunnEFVSro RFQ BUTLER Butler Manufacturing 2016.1b +08% 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. °"TE' 6212016 DNPA ECK / HA o NG scxE NTS P�JELD 9 veru=wn+e isaOs j - ¢mia�ie coax .mnsim aau.scm. e.xa��."mnw,.ne., ne. Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX007 1 10.0000 .6250 .3125 1'-0" 4'-0" 27'-7 3/4" 2402# RBX016 2 8.0000 .5000 .3125 4'-6" 3'-4" 20'-6 11/16" 1481# 0097288 3 8.0000 .6250 .1875 3'-4" 2'-2" 3 2 Yes RBX017 4 6.0000 .5000 .1875 2'-2" 2'-2" 19'-11" 4 850# 0097284 5 6.0000 .5000 .1875 2'-2" 3'-6" 1 2 Yes RBX018 6 8.0000 .6250 .1875 3'-6" 3'-6" 40'-0 7/8" 2550# RBX019 7 9.0000 .5000 .1875 3'-6" 2'-2" 30'-1" Secondary. 1689# RBX020 8 8.0000 .5000 .1644 2'-2" 2'-2" 29'-11 7/16" 1925# _. - 9 8.0000 .5000 .2500 2'-2" 3'-6" 10 8.0000 .6250 .3125 3'-6" 4'-6" CX008 11 8.0000 .6250 .3125 1'-0" 4'-6" 28'-6" 2382# 9 31'-8 1/2" Ridge Ht. 8 2'-6" 7 3'-11 9/16" 6 1'-0 11/16" 5 3'-11 5/16" 4 1'-1 3/8" 3 4'-0" 2 l'-8" 1 8 1/2" 7 Dimension Key Frame Clearances Horiz. Clearance between members 1(CX007) and 11(CX008): 140'-0 13/16" Vert. Clearance at member l(CX007): 22'-10 3/16" Vert. Clearance at member ll(CX008): 23'-11 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo U U Dia. Length Thick. Out In A 12 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 B 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 6 A325 1 1/8" 4" 1" 1 2 Yes 0097289 E 10 A325 3/4" 2 1/2" 3/8" 2 3 Yes 0097284 <S> - (2) Washers required at Flange Brace to Secondary. 85-0 7/8" 0.500:12 65-0 11/16" 0.500:12 TI 6 5 12 @ 5'-0" 12 @ 5'-0" Ins 7 3 @5'-0" (2)GFB5097<5>F R5g016 (2)HFB4071 r % o 0 I U P U p U U I Fl m U O U O N p N NW N wU h rvU QLD w W wg-_ L9 319 3 w w ¢1 w U 0] O U v1 w U w� W _- - 3 193_.- h N3 `v3 m _ c9S _ _. - D -__ -- B C I A RBX019 RBX020 RBX017 RBX018 (2)GFB5097<5>F R5g016 (2)HFB4071 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, _ SECONDARY CLIP CONNECTIONS. AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. WCF.FiM1E 180T "i THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG, ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 shape Name = Warehouse Wall 2, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WE I B ME RP M "waTw Ws NTS er 16 I 1(2)GFB6001<S> I I I I o I N " I � � I(2)HFB4027<S> m �' I I I I I I REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP Oo?,OFESS/ pN9 O '9CG`�y �z C75014��m * EXP. 12/ tl2 l IVI OFCAUFO�/Z�/`` FRAME CROSS SECTION AT FRAME LINE(S) 4 e^ a North Valley Building Systems, Inc. "I 16-009040-01 G OWR: WTE LO T"" Chico, California BUTLER 6212016 oRua+a*:�Eae %3 C? Smuckers Butler Manufacturing v UD / H d RSRO" RFQ we �asw". 2016.1b 10 r % o 0 I I U 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, _ SECONDARY CLIP CONNECTIONS. AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. WCF.FiM1E 180T "i THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG, ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 shape Name = Warehouse Wall 2, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WE I B ME RP M "waTw Ws NTS er 16 I 1(2)GFB6001<S> I I I I o I N " I � � I(2)HFB4027<S> m �' I I I I I I REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP Oo?,OFESS/ pN9 O '9CG`�y �z C75014��m * EXP. 12/ tl2 l IVI OFCAUFO�/Z�/`` FRAME CROSS SECTION AT FRAME LINE(S) 4 e^ a North Valley Building Systems, Inc. "I 16-009040-01 G OWR: WTE LO T"" Chico, California BUTLER 6212016 oRua+a*:�Eae %3 C? Smuckers Butler Manufacturing v UD / H d RSRO" RFQ we �asw". 2016.1b 10 I Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX009 1 8.0000 .6250 .3125 l'-0" 4'-4" 27'-7 7/8" 2277# RBX021 2 8.0000 .5000 .3125 4'-4" 3'-3" 20'-2 5/8" 1426# 3 8.0000 .5000 .2500 3'-3" 2'-2" RBX022 4 6.0000 .5000 .1875 2'-2" 2'-2" 19'-11" 845# 5 6.0000 .5000 .1875 2'-2" 3'-5" RBX023 6 8.0000 .6250 .1875 3'-5" 3'-5" 40'-0 7/8" 2521# RBX024 7 9.0000 .5000 .1875 3'-5" 2'-1" 30'-1" 1666# RBX025 8 8.0000 .5000 .1644 2'-1" 2'-1" 29'-11 1/4" 1763# 9 8.0000 .5000 .1875 2'-1" 31-6- 10 8.0000 .5000 .3125 3'-6" 4'-6" CX010 11 8.0000 .5000 .3125 1'-0" 4'-6" 28'-5 15/16" 2138# Frame Clearances Horiz. Clearance between members 1(CX009) and 11(CX010): 139'-8 13/16" Vert. Clearance at member 1(CX009): 23'-0 3/8" Vert. Clearance at member ll(CX010): 23'-11 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 12 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 B 10 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 6 A325 1 1/8" 4" 1" 1 2 Yes 0097289 E 12 A325 3/4" 2 1/2" 3/8" 2 4 Yes 0097284 F 6 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 <S> - (2) Washers required at Flange Brace to Secondary. J I 85'-0 7/8" 0.500:12 q L-:��� 65'-0 11/16" 0.500:12 6 5 12 @ 5'-0„ 12 @ 51_01-�PI 7 3 @ 5'-0" r r r m n n m O N O N O U O V N N r N N O u0i m N O U p V v CN m m W W 3 W m IA ON m m U M U O U W U N -r�� N W N O V m N U m m m 0 W W is 3 l'J 3 lD 3 V 3 lD 3 W N W m W MW m t� m '1 (y rL ,�.. m U UN NW Pl fA m W m---- 3 W In D C rt m 1 A RBX024 RBX025 F RBX022 RBX023 I I m (2)GFB6001<S>JyBX021 (2)GFB6001<s> I I I I o (2)HFB5057 0l N y m m HFB4027 0 xo (2)HFB4027 m n' N O 0 U II I I I I r m I � � � I 150'-0" FRAME CROSS SECTION AT FRAME LINES) 5 9 31'-8 1/2" Ridge Ht. 8 2'-6" REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 7 3'-11 9/16" V?,OFESS/p 6 1 ' - 0 11/16" QfoiT O A0+ 5 3'-11 5/16" C, J� 4 1'-1 3/8" LU r C 75014 3 4'-0" EXP. 12 12( 2 1'-81, 't 1 8 1/2" CIVIL ❑ Dimension Key OF CALIF' 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. l FI NAME'. 18W9J1091 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINI-ER'S SEAL DOES NOT APPLY TO THE PEF'FORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. shape = Warehouse Wall 2, Frame 5= Warehouse Wan 2, Frame 5 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 DATE I 9 WS ON: DRwn"CBCn NTS Yl 16 MM41 FRAME CROSS SECTION AT FRAME LINE(S) 5 NJIMER: North Valley Building Systems, Inc. BUTLER Butler Manufacturing wc�aion 2016.1b CUSTOMER: � Tok Chico, California r62 PRD.�EDr: Smuckers suimERS Raw RFQ .5mim W &ueSmq 2ul"Irys NOM NmM& Fc Frame Member Schedule BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 6 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth ,�.. Approx.Weight CX011 1 8.0000 .5000 .3125 1'-0" 4'-4" 27'-7 7/8" 2061# RBX026 2 8.0000 .5000 .3125 4'-4" 3'-3" 20'-2 1/4" 1365# Chico, California 3 8.0000 .5000 .1875 3'-3" 2'-1" Butler Manufacturing LD / HA oNrsvrc unE NTS ew NS Dar. RFQ RBX027 4 6.0000 .5000 .1875 2'-1" 2'-1" 19'-11 1/16" 829# 5 6.0000 .5000 .1875 2'-1" 3'-4" RBX028 6 8.0000 .6250 .1875 3'-4" 3'-4" 40'-1" 2493# RBX029 7 9.0000 .5000 .1875 3'-4" 2'-1" 30'-1" 1657# RBX030 8 8.0000 .5000 .2500 2'-1" 2'-1" 30'-1 3/8" 1951# 9 8.0000 .5000 .2500 2'-1" 3'-4" 10 8.0000 .6250 .3125 3'-4" 4'-4" CX012 11 8.0000 .6250 .3125 1'-0" 4'-4" 28'-5 7/8" 2325# F©, 9 31'-8 1/2" Ridge Ht. 8 2'-6" 7 3'-11 9/16" 6 l'-0 11/16" 5 3'-11 5/16" 4 l'-1 3/8" 3 4'-0" 2 1'-8" 1 8 1/2" ❑ Dimension Key Frame Clearances Horiz. Clearance between members I(CX011) and 11(CX012): 139'-10 15/16" Vert. Clearance at member l(CX011): 23'-3 1/2" Vert. Clearance at member ll(CX012): 24'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 6 A325 7/8" 3 1/2" 3/4" 4 2 Yes 0097380 B 12 A325 3/4" 2 1/2" 1/2" 3 3 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 6 A325 1 1/8" 4" 1" 1 2 Yes 0097289 E 4 A325 3/4" 2 1/2" 1/2" 1 1 Yes 0097284 F 12 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 <S> - (2) Washers required at Flange Brace to Secondary. IIE5'_0 7/8^ 0.500:12 q 65'-0 11/16" 0.500:12 nn 7 , " 12 @ 5'-0" I� 12 @ 5'-0„_ PI F�3 05 -0 ,n a' N O N O U C' U C1 Ql f-0 R1 O m QJ m M f-0 N U O U [my N m N 67 D_-_ " -__ _- _-- B C A RBX029 RBX030 F `^ RBX027 RBX028 I I � (2)GFB6001<S> lyBX026 1(2)GFB5097<S> I I I (2)HFB5057I I 0 m (2)HFB4027 O o (2)HF84027<S> M `� � N I I I I I I I 150'-0" FRAME CROSS SECTION AT FRAME LINE(S) 6 Shape Name = Warehouse Wall 2, Frame 6 REVIEWED FOR CODE COMPLIANCE AUG 18 20% INTERWEST CONSULTING GRO""' 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 6 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG, AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Dee onre. er OESCNFfKKI: eumFn North Valley Building Systems, Inc ,�.. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 16-009040-01 THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR DATE SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR cusr°"es' DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 6/21/2016COMPONENT FURNISHED By BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL Chico, California a+raxxtiEc�e "iOJEOT' Smuckers TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing LD / HA oNrsvrc unE NTS ew NS Dar. RFQ Fu 12 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING, `.F WRsm 2016.1b ' FUNMIE 18 1 a 16 a¢mas .anlm✓ B,Nha.wm m.,4a nc. i Frame Member Schedule I - - A r O � F and ll(CX014): Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CX013 1 8.0000 .5000 .3125 1'-0" 4'-4" 27'-7 7/8" 2006# RBX031 2 8.0000 .5000 .3125 4'-4" 3'-3" 20'-2 1/4" 1305# N N I 3 8.0000 .5000 .1875 3'-3" 2'-1" 0097380 B 12 A325 3/4" 2 1/2" 1/2" RBX032 4 6.0000 .5000 .1875 2'-1" 2'-1" 19'-11" 820# '+ 5 6.0000 .5000 .1875 2'-1" 3'-4" I v RBX033 6 8.0000 .6250 .1875 3'-4" 3'-4" 40'-1" 2413# RBX034 7 9.0000 .5000 .1875 3'-4" 2'-1" 30'-1" 1649# RBX035 8 8.0000 .3750 .1875 2'-1" 2'-1" 30'-1 5/16" 1707# 9 8.0000 .5000 .2500 2'-1" 3'-4" cc 10 8.0000 .5000 .3125 3'-4" 4'-4" CX014 11 8.0000 .6250 .3125 1'-0" 4'-4" 28'-5 7/8" 2330# 10 31'-8 1/2" Ridge Ht. 9 2'-6" 8 3'-11 5/16" 7 1'-5 9/16" 6 1'-0 11/16" 5 1'-5 5/16" 4 1'-1 3/8" 3 4'-0" 2 1'-8" 1 8 1/2" ❑ Dimension Key 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. WCFLENME 18QN%D01 Frame Clearances M I - - A r O � F and ll(CX014): � N 139'-10 15/16" Vert. Clearance at member l(CX013): 23'-3 1/2" m Vert. Clearance at member ll(CX014): 24'-1 1/2" RBX032 Finished Floor Elevation = 100'-0" (Unless I (2)GFB6001<S> I I Otherwise) 9BX031 Bolt Connection & Plate Schedule m of I HFB50571 Rows Rows Washer PartNo Dia. Length Thick. Out N N I I h o A 6 A325 7/8" 3 1/2" 3/4" 4 2 Yes 0097380 B 12 A325 3/4" 2 1/2" 1/2" I 3 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 N M (2)HFB4027 '+ 1 2 Yes 0097289 E 16 A325 3/4" 2 1/2" 3/8" 4 I v 0097284 F 12 A325 1" 3 1/2" 5/8" 4 2 Yes `O r I I I I Brace to Secondary. INTERWEST 10 31'-8 1/2" Ridge Ht. 9 2'-6" 8 3'-11 5/16" 7 1'-5 9/16" 6 1'-0 11/16" 5 1'-5 5/16" 4 1'-1 3/8" 3 4'-0" 2 1'-8" 1 8 1/2" ❑ Dimension Key 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. WCFLENME 18QN%D01 Frame Clearances r tiN `{N r O Horiz. Clearance between members 1(CX013) and ll(CX014): ,y N 139'-10 15/16" Vert. Clearance at member l(CX013): 23'-3 1/2" m Vert. Clearance at member ll(CX014): 24'-1 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) -r Bolt Connection & Plate Schedule m Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In I h o A 6 A325 7/8" 3 1/2" 3/4" 4 2 Yes 0097380 B 12 A325 3/4" 2 1/2" 1/2" 3 3 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 6 A325 1 1/8" 4" 1" 1 2 Yes 0097289 E 16 A325 3/4" 2 1/2" 3/8" 4 4 Yes 0097284 F 12 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 <S> - (2) Washers required at Flange Brace to Secondary. IT,85,0 7/8" 0.500:12 q q 65'-0 11/16" 0.500:12 10 @ 51_0"1 1 1 12 @ 5'-0" ( pl I THE BUTLER MFG. ENGINEkR'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PEOFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED OY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. RBX033 m N o U m m W m W � RBX034 150'-0" FRAME CROSS SECTION AT FRAME LINES) 7 Shape Name - Warehouse Wall 2, Frame 7 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. r ,y 0 N tp U o RBX035 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I B" DEBCRIfTpN'. NTS BItl/N18 zX51 r tiN `{N r O r U o U 0 U ,y N o U a o U m w m m m W F M U_ -r m (2)GFB5097<S> I I THE BUTLER MFG. ENGINEkR'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PEOFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED OY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. RBX033 m N o U m m W m W � RBX034 150'-0" FRAME CROSS SECTION AT FRAME LINES) 7 Shape Name - Warehouse Wall 2, Frame 7 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. r ,y 0 N tp U o RBX035 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I B" DEBCRIfTpN'. NTS BItl/N18 zX51 v o r m N U o a W V 0 U x 3 N m .N. _- 3 _ W F M m (2)GFB5097<S> I I I 0 I I h o (2)HFB4027<S> M n' � I I I I r 1 B IL REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GRn) Ip ??,0 S/ ACG�Fy y�����RTO C'�0 zJ C 75014 m cc EXP.12/ 1/ * I T IVI �� OF r / FRAME CROSS SECTION AT FRAME LINE(S) 7 PANDER: North Valley Building Systems, Inc. 'o.` 16-009040-01 CU5f R'. pATE BUTLER Butler Manufacturing WD WnsroN: 2016.1b 6/21120 1 T*Ni Chico, California N0Ec6 JLD / HA ^RDT Smuckers PM£ 13 BuimERS Par RFQ so wmatssww Buiuew Na Mld LN<. Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail CX015 1 10.0000 .5000 .3125 1'-0" 4'-0" 27'-7 11/16" 21594 RBX036 2 8.0000 .5000 .3125 4'-4" 2'-11" 20'-6 1/4" 1402# Rows 3 8.0000 .5000 .2500 2'-11" 2'-0" A 6 A325 7/8" 3 1/2" 3/4" 4 RBX037 4 6.0000 .5000 .1875 2'-0" 2'-0" 19'-11 1/16" 830 4 5 6.0000 .5000 .1875 2'-0" 3'-6" 0097380 E 10 A325 3/4" 2 1/2" 1/2" 2 RBX038 6 8.0000 .7500 .1875 3'-6" 3'-6" 40'-1" G 2 A325 3/4" 2 1/2" - 2796# RBX039 7 8.0000 .7500 .1875 3'-6" 2'-0" 30'-1" 1931# RBX040 8 8.0000 .3750 .1644 2'-0" 2'-0" 30'-0 3/16" 1742# 9 8.0000 .5000 .2500 2'-0" 3'-0" 10 8.0000 .5000 .3125 3'-0" 4'-5" CX016 11 8.0000 .5000 .3125 l'-0" 4'-5" 28'-5 15/16" 2137# EPX006 12 8.0000 .2500 .1345 1'-0" 1'-0" 25'-9 7/8" 364# BR25A3 10 31'-8 1/2" Ridge Ht. 9 2'-6" 8 3'-11 5/16" 7 1'-5 9/16" 6 1'-0 11/16" 5 l'-5 5/16" 4 1'-1 3/8" 3 4'-0" 2 1'-8" 1 8 1/2" ❑ Dimension Key Frame Clearances North Valley Building Systems, Inc. BUTLER Butler Manufacturing we sm 2016.1b cu=mEm �i10Ni Chico, California Horiz. Clearance between members 1(CX015) and ll(CX016): 140'-1 15/16" Vert. Clearance at member l(CX015): 23'-3 5/16" Vert. Clearance at member ll(CX016): 24'-0 1/2" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) OBolt Connection s Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 6 A325 7/8" 3 1/2" 3/4" 4 2 Yes 0097380 B 12 A325 3/4" 2 1/2" 1/2" 3 3 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 12 A325 7/8" 3 1/2" 5/8" 2 4 Yes 0097380 E 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 F 6 A325 1" 3 1/2" 5/8" 4 2 Yes 0097288 G 2 A325 3/4" 2 1/2" - - - 0097284 <S> - (2) Washers required at Flange Brace to Secondary. J " \ T___�85,-O 7/8" 0.500:12 qh::����651-0 11/16" 0.500:12 T 1 1 ) 1 12 @ 5'-0- W::17 0 '-0"77@ 2,-6" 6 5 5@ � P c N O N O N VU •� N r \o .i 1" b toN p N O NO U O U vD] W (AO W to O m W N U U O U W N Q1 N u1 m N N O N o V m U a, a' W PW LO w LA W W W W 3 W m W W dl N U U W U N RBX039 F G A RBX040 RBX037 ggX038 m HFB5077 oX036 (2)GF86001<S> I HF84071 I(2)HFB4093<S> a I O i1 PJ Ol (2)H£B4027 m N k w r w m I � I , io I I r 1 1 21,-0" 129,_0" CL 150'-0" 8 B FRAME CROSS SECTION AT FRAME LINE(S) 8 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. \ FIFNNAE'. 160J9N001 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. una�Name = lnatenouse Wan z, Hrame e- Warenouse Wan z, name a THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 DATE I 6. I DEBCRP " omRv"Gsc"e. Nplt]16 NTS M0101 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FRAME CROSS SECTION AT FRAME LINE(S) 8 Wu R: North Valley Building Systems, Inc. BUTLER Butler Manufacturing we sm 2016.1b cu=mEm �i10Ni Chico, California pmo.EcT: Smuckers 8"ERSF RFQ • MY'v, M6WSmV> BUWiNs Natl, MskA M. 14 A Frame Member Schedule I I (2)HFB4071 I THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. I X o HFB4007 Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Dw HECK / HA Approx.Weight CX017 1 6.0000 .6250 .2500 1'-0" 4'-2" 28'-5 13/16" 1723# RBX041 2 6.0000 .6250 .2500 4'-3" 3'-1" 20'-3 1/4" 1121# 3 6.0000 .5000 .1875 3'-1" 1'-11" RBX042 4 6.0000 .3125 .1345 1'-11" 1'-11" 40'-1" 1659# 5 6.0000 .6250 .1875 1'-11" 3'-6" RBX043 6 6.0000 .6250 .1875 3'-6" 1'-11" 40'-1" 1661# 7 6.0000 .3125 .1345 1'-11" 1'-11" RBX044 8 6.0000 .5000 .1875 1'-11" 3'-1" 20'-3 5/16" 1121# 9 6.0000 .6250 .2500 3'-1" 4'-3" CX018 10 6.0000 .6250 .2500 1'-0" 4'-2" 28'-5 13/16" 1741# P51 6 31'-8 1/2" Ridge Ht. 5 l'-5 5/16" 4 l'-1 3/8" 3 4'-0" 2 2'-6" 1 8 1/2" Dimension Key (2)GFB50 (2)HFB40 Frame Clearances Horiz. Clearance between members 1(CX017) and 10(CX018): 120'-2 3/4" Vert. Clearance at member l(CX017): 23'-11 5/8" Vert. Clearance at member 10(CX018): 23'-11 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection 6 Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 12 A325 7/8" 3 1/2" 5/8" 4 2 Yes 0097380 B 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 C 12 A325 3/4" 2 1/2" 1/2" 2 4 Yes 0097284 D 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 <S> - (2) Washers required at Flange Brace to Secondary. G 65'-0 11/16" 0.500:12 g I 65'-0 11/16" 0.500:12 10 @ 5'-0" - 10 @ 5'-0e 50 2'-611 5 @ 2'-611 N n eN"'N y n V W V N p V ,D SO N 5O N O U T C O U SO N l0 NU n V O U O U m Rl RI (A lA N U O InU O N [. Um U In o (D D] m m W r" 3 c9 3_-- 3 _--- _-__ tD-___ W .--r-----f..--- T ]-_ r _-__�__T_�__T-„_-_- W I n HFB4007 U HFB3000 1. USE 1/2 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. RBX041 RBX042 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PEERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. RBX043 RBX044 130'-0" FRAME CROSS SECTION AT FRAME LINES) 9 REVIEVVEU FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTIN(r, r;D- r C 75014 EXP. 12/3]/2( Shape Name = Warehouse Wall 6, Frame 1 (2)GFB5097 I I I I (2)HFB4071 I THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. I X o HFB4007 I m I aero"ER: HFB3000 REVIEVVEU FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTIN(r, r;D- r C 75014 EXP. 12/3]/2( Shape Name = Warehouse Wall 6, Frame 1 OF CAt\FO /Z7A THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 9 REY DATE I er DESCRIPT" eulW North Valley Building Systems, Inc. '1081 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. I aero"ER: Butler Manufacturing We WRvo9. 2016.1b DAre. 6212016 LO0"�l'"- Chico, California Dw HECK / HA RaOJECT Smuckers auwrvc scxe �S eulmE -- RFQ E�JBLD 16 WCR,EW E 1e0] 01 Y 18 A,W5] •Ovum MBlu 9coPo eWW,gs NaM MMcgM Frame Member Schedule O U m N N r C "Im W at W ` A W n N b A A N Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth ApProx.Weight Detail Cee Mark No Frame Clearances U 0,0 V U `o GFB2097 I 1'-8" 1'-8" 28'-4 5/8" 508# N N U Horiz. Clearance between members l(CX019) and 12(CX020): 125'-2 3/4" CX019 RBX043 1 2 5.0000 5.0000 .1875 .1875 .1345 .1345 l'-10" 10" 39'-8 1/2" 500# Vert. Clearance at member l(CX019): 26'-3 13/16" 3 5.0000 .1875 .1345 10" 10" W W m u Vert. Clearance at member 12(CX020): 26'-3 13/16" -- T-- B D D Vert. Clearance at member 13(EPX007): 28'-6 1/2" -- 4 5.0000 .1875 .1345 10" 10" D (2)GFB2030 RBX044 5 5.0000 .1875 .1395 10" 10" 23'-0 1/9" 267# Vert. Clearance at member 14(EPX008): 29'-7 1/2" Vert. Clearance at member 15(EPX009): 29'-7 1/2" 6 5.0000 .1875 .1345 10" 10" RBX045 7 5.0000 .1875 .1345 10" 10" 23'-0 1/16" 267# Vert. Clearance at member 16(EPX010): 28'-6 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 8 5.0000 .1875 .1345 10" 10" RBX046 9 5.0000 .1875 .1345 10" 10" 39'-8 11/16" 500# Bolt Connection & Plate Schedule 10 5.0000 .1875 .1345 10" 10" 11 5.0000 .1875 .1345 10" 1'-10" Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo CX020 12 5.0000 .1875 .1345 1'-8" l'-8" 28'-4 5/8" 507# Dia. Length Thick. Out In EPX007 13 5.0000 .2500 .1644 1'-1" 1'-1" 28'-6 9/16" 271# BR25CJ OOOCRA4060 A 10 A325 3/4" 2 1/2" 1/2" 2 3 Yes 0097284 EPX008 14 5.0000 .2500 .1644 1'-2" 1'-2" 29'-7 9/16" 282# BR25CJ OOOCRA4060 B 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 EPX009 15 5.0000 .2500 .1644 1'-2" l'-2" 29'-7 9/16" 281# BR25CJ OOOCRA4060 C 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 EPX010 16 5.0000 .2500 .1644 1'-1" 1'-1" 28'-6 9/16" 270# BR25CJ OOOCRA4060 D 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 <S> - (2) Washers required at Flange Brace to Secondary. TG n DCY5'-0 11/16" 0.500:12 k-- 65'-0 hl -12 @ 5'-0" 1 1 1 1 12 � O O U m N N r C "Im W at W ` A W n N b A A N RBx0431 0 V GFB2097 V V N V A y y V N U 0,0 V U `o GFB2097 I V N o N N U W ti m O U ,.y N •+ N ^� GFB2097 I I I I I � I mm U W 6 31'-8 1/2" Ridge Ht. 5 3'-11 5/16" 4 1'-1 3/8" 3 4'-0" 2 2'-6" 1 8 1/2" ❑ Dimension Key I 11/16" 0.500:12 (n� @ 5'-0" I NI (2)GFB2030 (2)GFB2030 (2)GFB2035 (2)GFB2035 GCS III �j(2)GFB2035 (2)GFB2035 6'-0" 26,-0" 26'-0" CL CL CL 130'-0" FRAME CROSS SECTION AT FRAME LINES) 10 Shape Name - Warehouse Wall 6, Frame 2 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PROPUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND F ERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. :FILENMIE 16p' "j IXlP1YTIG scram GCE052039 III j@(2)GFB2030 (2)GFB2030 6'-0" CL BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 NTS 6' b N U o U m U0.W1 � GC340034 n x 0 M 97 A N A N `o A W n N A A N V V ` O O V V N V A y y V N U 0,0 V U V N O N N U W ti m O U ,.y N •+ N ,yU tiU mm Cl W S U W W m u -- T-- B D D B -- D RBx044 RBX045 D (2)GFB2030 (2)GFB2035 (2)GFB2035 RBX046 (2)GFB2030 (2)GFB2030 (2)GFB2030 (2)GFB2035 (2)GFB2035 GCS III �j(2)GFB2035 (2)GFB2035 6'-0" 26,-0" 26'-0" CL CL CL 130'-0" FRAME CROSS SECTION AT FRAME LINES) 10 Shape Name - Warehouse Wall 6, Frame 2 1. USE 1/2 X 11/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PROPUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND F ERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. :FILENMIE 16p' "j IXlP1YTIG scram GCE052039 III j@(2)GFB2030 (2)GFB2030 6'-0" CL BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 NTS 6' b N U o U m U0.W1 � GC340034 n x 0 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP OQROFESS/ON 0 q�G�Fy C 75014 �'0 A * E P. 12/ 11 1 IV a�Q FOF CA1\FOQ FRAME CROSS SECTION AT FRAME LINE(S) 10 aul E M 97 C QMER: 1A0AT"' Chico, California `o 97 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP OQROFESS/ON 0 q�G�Fy C 75014 �'0 A * E P. 12/ 11 1 IV a�Q FOF CA1\FOQ FRAME CROSS SECTION AT FRAME LINE(S) 10 aul E North Valley Building Systems, Inc. BUTLER Butler Manufacturing �. 2016.1b C QMER: 1A0AT"' Chico, California SGT: Smuckers wl6 sR RFQ / 16 ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD BR02H1 FRAME REINFORCEMENT PLATE (WHEN REQUIRED) BRSX- ENDPOST BRACKET -I' (B BOLTS TO ENOPOST) ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO, BE 1/2" X 1 1/2° A325 BOLTS RAKE BEAM CONNECTOR CLIP (2 BOLTS) USE JCP- WHEN READ. (2 BOLTS EACH END) LN U'U]I GIRT -(MAY BE INSET) /°'/°° "°°° TOP OF ENDPOST BR256D ENDPOST BRACKET TO RAKE BEAM FULL FRAME RAKE BEAM 1/2" x 1 1/2* A325 BOLTS (49080) FILL ALL HOLES NOTE: CLIP MAY BE ` SHOP WELDED TO RAKE BEAM FULL FRAME TO ENDPOST CLIP (FFC2) 3/4" x 2 1/2" A325 3 -PLATE ENDPOST BOLTS (0097284) REV °A'PFI OCAY ND D 3—PLATEFU FRAME NDPPOLL TO ULL FRAME II 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. COLUMN / RAFTER HAUNCH —, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER 'A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD ROD DIA. CLEVIS MARK NO. CLEVIS PIN OIA. WASHERS 097572 ROD DIA. NUT A 8 HILLSIDE 3/8. 095321 096408 46040 043657 1/2' 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4- 095235 095946 095948 043658 7/8 095237 095947 095948 043658 1 095238 095948 095949 043559 1 1 8 095239 1 095949 095949 043659 BR02H1 FRAME REINFORCEMENT PLATE (WHEN REQUIRED) BRSX- ENDPOST BRACKET -I' (B BOLTS TO ENOPOST) ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR NOTE: ALL BOLTS TO, BE 1/2" X 1 1/2° A325 BOLTS RAKE BEAM CONNECTOR CLIP (2 BOLTS) USE JCP- WHEN READ. (2 BOLTS EACH END) LN U'U]I GIRT -(MAY BE INSET) /°'/°° "°°° TOP OF ENDPOST BR256D ENDPOST BRACKET TO RAKE BEAM FULL FRAME RAKE BEAM 1/2" x 1 1/2* A325 BOLTS (49080) FILL ALL HOLES NOTE: CLIP MAY BE ` SHOP WELDED TO RAKE BEAM FULL FRAME TO ENDPOST CLIP (FFC2) 3/4" x 2 1/2" A325 3 -PLATE ENDPOST BOLTS (0097284) REV °A'PFI OCAY ND D 3—PLATEFU FRAME NDPPOLL TO ULL FRAME II 1. USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. COLUMN / RAFTER HAUNCH —, ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER 'A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD ROD DIA. CLEVIS MARK NO. CLEVIS PIN OIA. 3 8 097572 1 1/4" 1 2" 097573 5/8 095277 3/4 095278 7 8 095279 1 095280 095281 095282 1 3/8- 1 097593 (SEE ERECTION DWG$) 1 1/2' 1 097594 BRACE ROD MAY BE FURNISHED WITHOUT A SHOULDER, THEN TWO COTTER PIN WILL BE PROVIDED. "" ROD BRACING THRU ROD SLOT DA EeOR 33/N "EV NO Q ROD BRACING BR02BR0 J1 SIDEWALL COLUMN SHOWN / RAFTER SIMILAR 21<1 CLEMS ASSEMBLY NOTE: ALL BOLTS TO BE NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" (U N- 1/2" X 1 180 A325 1)N �A BOLTS (49080) (U.N.O.) PURLIN BOLTS (49080) (1) NO) PURLINS �. ENDPOST BR25CA �1/2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE FLANGE BRACE (GFB- JR HFB-) RAKE BEAM ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL - E)RACED TO PURLINS ONLY CAP CHANNEL --CRA- (2 BOLTS EACH END) ENDPOST BR25CJ �I/2" X 1 1/2' A325 BOLTS (49080) WITH HARDENED WASHER (095872) EACH SIDE (TYP AT PURLIN END OF BRACE FLANGE BRACE (GFB- OR HFB-) RAKE BEAM THE BUTLER MFG. ENGINEEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER SEE ERECTION DRAWINGS ¢ FR/Y.E FOR LOCATIONS AND PART MARKS BRACE BRACE ROOF LpSECONDARY MARK NUMBER KEY COMMON GENERATED MARK NUMBERS MEMBER STRUT CONN. BOLTS REY DRE: BY DBscRRraN: BUI1nER: North Valley Building Systems, Inc. SEE DRAWINGS FOR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR SIZES AND QUANTITIES DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PIERFORMANCE CLEMS PIN W/ COTTER PIN Chico, California (SEE ERECTION DWG$) 0 0 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMIPORARY BRACING. ROD BRBRACE OR (HFO—)CLP REO'D W/ THICKjNCBRACE MILL tt CALLY r TO THE WEB OF TILE EMBER. ALTERMATE CONNECTIONS RAFTER FLANGE BRACE REQUIREMENTS: BRACE STRUT (GAGE) RULE1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. _BSA__ RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF RiE FRAME WEB SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHEN PART MARK IS ACCOMPANIED BY (2). FAYING SURFACES MUST BE PAINT FREE, IF PAINT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE IS FOUND ON FAYING SURFACES IN SLOTTED CENTER OF THE BUILDING. CONNECTIONS REMOVE WITH LIGHT GRINDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME STANDARD HARDENED WASHERS ARE REQUIRED OVER SIDE OF THE FRAME WEB. ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. ** 10" k 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. °A"°'/°'/" I "" "°°° TYPICAL FLANGE BRACE CONNECTIONS REV DAIE!M/33/11 REV NO.01 STRUT BRACING BROAAE CONT. PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURUN BR151-1 GAGE STRUT IN ROOF F - FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: I = INCHES 0 = OPERATION COX «.« = COLUMN (GAGE) E = EIGHTHS C = HN/COLOR WCXA** = COLUMN (HOTROLL) WIDESPAN STRUCTURAL SYSTEM PANEL/COVERING REFER T0: W 1 3 1 1 7 2 6 1 K T D RBX**• = RAFTER (PLATE) 2013 INSTALLATION GUIDE * F F I I E 0 0 0 C C C BGX"' - RAFTER (GAGE) LENGTH CODE WRX*** - RAFTER (HOTROLL) TRX*** = TRUSS RAFTER INSULATION 1 B 1 3 0 1 0 3 6 0 3 0 W V ICX•** - INTERIOR COLUMN •• F F F I I I I I I E C C PCX*" - PIPE COLUMN LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN SECONDARY (STANDARD) 0 8 Z 1 9 1 1 4 1 7 - - - -- EPX•** = ENDPOST (PLATE) x . « F F I I E G G * * * * " EGX"• - ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUS7.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 90108 Z 1911417 --- DCC*** = 8 1/2" CAGE POST ••••FFI IECC•• DCE*** = 10" GAGE POST CIXINTER DEPTH@ LENGTH GAGE ADJUST.000ES SHAPE BOTH ENDS ROD BRACING RS - THREADS 0 3 R S 2 5 1 0 BUTLER RT =THREADS ONE END -CLEMS ONE END E " F F I I RV = CLEMS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES THE BUTLER MFG. ENGINEEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SEDXS ENDPOST TOP BETWEEN PURLINS CAP CHANNEL - BRACED TO PURLINS ONLY REV DAR:OR/M/13 REV. X0.01 MARK NUMBER KEY COMMON GENERATED MARK NUMBERS REV DAR:Ot/30AA LEY. ENB002 BASIC ERECTION GUIDE — STRUCTURAL EN50Bi THE BUTLER MFG. ENGINEEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SEDXS MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REY DRE: BY DBscRRraN: BUI1nER: North Valley Building Systems, Inc. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PIERFORMANCE ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Chico, California PRo,Ecr: Smuckers Dwnm°scne. NTS DuimERS PCw. RFD REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMIPORARY BRACING. :FE£NANE: tBtlJ5C1601 N1ft 16 BED 14J.15 REVIEvvtu FOR CODE COMPLIANCF AUG 18 2016 INTERWEST CONSULTIN(; r-Rnl IFS Dae BUTLER 6212016 IX LHECK Butler Manufacturing•ILD / HA PAM wcAsnsoN: 2016.1b 17 I. _. _ __. _ __ _— —Il ldl,. -__..I I I_ 1. "*"GUSSETS WHEN REQUIRED BY DESIGN STITCH DR '*' GUSSETS WHEN REQUIRED BY DESI �✓uu,:aau ,ilial. laa3(V lauV u� vuu l�tY N '""�••-_. -' vuu✓uau ,•-aua. a.uY�rawv va uu ✓�✓ P TY 1 1/2" - 3 (10 GA. WEB) (,JP `"'------_��_ COR OR JP 2 - 5 (3/16 & 1/4 WEB) ALTERNATE -------'•----- --------------- -^• 4 - g (5/16 - 1/2 WEB) BOLTING PLATE \ ROWS ROWS \ % - BROWS OUT �� /-' OUT - OUT * - ER 1 ALTERNATE * BOLTING TYP PLATE 1 OR ALTERNATE CJ \` BOLTING ORROWS CJP ROWS IN '•, ALTERNAT 1 PLATE ROWS 'IN---_� ALTERNA ALTERNATE ---; E BOLTING OR , BOLTING -_BOLTIN - "�-CJP _ , ; __ ___ PLATE - , "" •-•-PLAT LATE RIDGE ROWS �\ OR / \ / RAFTER CJP CJP i� \.- \1 `�- OR \- "'ROWS OUT - CJP CJP ` �• STITCH 1 1/2" - 3 (10 GA. WEB) •\ \ \�-. 2 - 5 (3/16 & 1/4 WEB) \-'•., * * OR 1 1/2" - 3TITCH(10 GA. WEB) CJP * ,/ 9 - 8 (5/16 - 1/2 WEB) ALTERNATE * CJP 2 - 5 (3/16 & 1/4 WEB) * i �� BOLTING 4 - 6 (5/16 - 1/2 WEB) PLATE REV. DATE: 0111111{ REV. NO. 03 HAUNCH / COLUMN CONNECTION REV.DATE: 01111111 ftEV.NO. 02 LOW SIDE HAUNCH CONNECTION REV.DATE: 0111311' IREV.W. °' HIGH SIDE CONNECTION REV -DATE: 01/1]11{ IREV.NO. 021 BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD. BOLTED WELD STD. WELD STD. STITCH 1 1/2" - 3 (10 GA. WEB COLUMN (CX-) OR (IC COLUMN (TCX-) OR (PCX-) 2 - 5 (3/16 & 1/4 WE CJP 4 - 9 (5/16 - 1/2 WEB) l � CJP FLANGE CHANCE CONNECTION SPLICE TUBE OR PIPE COLUMN CJP STIFF. (S.W.) ------------- - CJP BASE PLATE i I RANDOM SHOP SPLICE CJP BASE PLATE TYP. j CJP DESIGN MEMBER DEPTHI I REV.DATE: 2121112 REV.NO. °+ FRAME CONNECTION AT INTERIOR COLUMN REV,DATE: 2nU12 REV.Nl 01 TYPICAL BASE PLATE CONNECTION REV. DATE' 2I2]H2 REV. NO. 01 TYPICAL BASE PLATE CONNECTION REV.DATE: 21231+2 REV.NO. 01 VARIOUS RANDOM SHOP SPLICE WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD. SHOP SPLICE WELD STD. MINIMUM FILLET WELD FLUSH - UNSTIFFENED The Table belowshows Code minimum welds for AISC B CSA/W59. If weld shown on Engineering Weld Standard oronfabrication LANGE PLAT. GENERAL NOTES: GENERAL NOTES: 0documents are less than these, then the weld sizeshown below THE FILLET WELD SHALL BE CONTINUOUSL Is to be used, based on the material thickness beingjolned. SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATEAISC 1111FIF TABLE J2.4& AWSDIA 5.8 MINIMUM GMAW FILLET WELD SIZE WEB TO BOTH FLANGES AS ILLUSTRATED. WEB PLATE THE MINIMUM FILLET WELD SIZE SHALL B THICKNESS AND NUMBER OF ROWS OUT AND IN. Minimum Sbe r TAKEN FROM TABLE BELOW. 11 12 13 14 51 52 53 54 Base Metal Thickness TTI' of Fillet Weld 2. MIN. BOLTING PLATE WIDTH =FLANGE SIZE (6'• EXTENDED- UNSTIFFE-I In. mm in. mm T<114 T<6 1/8 3 MIN.) ° ° ° ° ° ° ° ° ° ° T<72 3/16 5 �•IIN.112<T<3/a 0 0 0 0 0 0 0 0 0 0 0 01/4<T<12 12<T<20 1/4 6 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON ° ° O °ILLET ]IMT WELD S{LE9 USA,CANADAa MEIlI00 AW9D1.1-TABLE e.el MINIMUM FILLET ( II O O 3/4<T 20<T 5/16 6 MATERIAL THICKNESS FLANOETHICKNESS e T Thickness of the thinner art oinetl USA, CANADA & MEXICO P j ( ) TISK wee 3I16" OVER ESS OR 114•• ana^ 211• trz^ sRl• 311" r +u• +v.• 31 32 33 71 72 73 Assumes low hydrogen welding process using GMAW filler metal IVP LESS class ER70-3 (B-G49A 2C G3) or SAW filler metal class F7A0- 10GA Ile- 118•• ur 111• IN" 111•• IN- 1N• IN- +n" 111'• EXTENDED -STIFFENED (GUSSET)EM13K SGA 118" yr 1ro•• ve^ m^ m• m• m- m" 111• 118^ (F49A2-FM13K). FILLET WELD ASSEMBLY (AWS D1.1.06 Sec 5.22.1) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3119•• 1".. yr 1181• IN- fro^ 1111' 118- 1N" 311V 311V SMV 114- ile" 131^ IN lar 1n^ 1121' IN- 3116^ 311r 3116 aha• 0 0 0 0 0 0 0 0 0 0 Gaps In parts to be joined by fillet welds may haves318^ 0 0 0 0 0 0 0 0 a11r 316- 31r 3IIr 3116^ 211V 3116• gap of<1/16" with no adjustment in weld etre. am a-- ve•• 118.1 319^ 31810 Ire" 115.1 3116^ 3116• wtr 3116• 31tr Stir 3116" 111V ]nr Gaps >1/E6" but <3N6'Ifillet weld leg must be Increased 112.1 111"ve•• 316• ane" 3nr 3nr L1e• 311x• 3116^ 3116• 3116" by the amount of the root opening. 41 42 43 81 82 83 fire^ +ro.1 118.1 31a• ane" 316^ w^ 1/4' u6^ w^ m• 112" Gaps> 3/16", corrective work Is required to bring parts_> 31r m^ Ile^ 31a• 3116• 3nr 111' 116• Wit- Via.. u1e• enr Minimum bolt spacing Is T' U.N.O. into acceptable contact SEE "BOLTED END-PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID REV. DATE: 3I2L13 REV. NO. Ot GENERAL WELD REQUIREMENTS REV. DATE: 2123112 REV. NO. Ot TYPICAL NOTES 0.EV. DATE: 212W12REV. ND. 6, GENERAL NOTES REV.DATE: 0+11]11. REV. NO. 0] BOLTED END-PLATE CONNECTION LAYOUT WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERS �OQROFESS/pNgl REVIEWED 14 r, FOR CODE COMPLIANCE w z �� m C 75014 AUG 18 2010 * EXP. 12/3 20 IVII INTERWEST OF CA (F ��291G6 CONSULTING GROUP m THE BUTLER MFG. ENGINEER'S:>EAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PRODUCTOF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 M RD50 DRAWING MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION. BUILDER North Valley Building Systems, Inc. JOB•- THE BUTLER MFG. ENGINEER'S SEAL DOES 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR NOT APPLY TO THE PERFORMANCE OR CUSTOMER'. DATE: DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 6/21/2016 LOCATION: Chico, California DRAWNICHECK: COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL a PROJECT: Smackers TO ANY DESIGN OR PERFOFIMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing / HA DRAWINGSCALE: NTS eulLOEfts PON: RFQ PAGE: GE: 18 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC VERMoN: 2016.1 VPCFILEn'NPME: 164090{041 fin122016 16:31:31 aONhlonof BbeSmgSuiMlnWNM M lca,Inc. Secondary Part Schedule Qty Mark No Spacing 1 38 Mark Part Thick. Depth Lap 80 Detail E10 lOE241141IDDB30 0.1130 10" l'-0 11/16" 5 RS12PA,RSI2PJ Ell lOE2211411BDB30 0.1130 10" PBA0109 1'-5 9/16" RS12PH,RSI2PA,RSI2PJ E12 IOE2505411DDB30 0.1130 10" 6 PBA0306 RS12PA,RSI2PE,RSI2PJ E13 IOE2305411DDB30 0.1130 10" BR09PK, BR09RY, BR09RZ, BR1BG2,RS12PE,RSI2PJ E14 IOE2411411BDB30 0.1130 10" f l I I RS12PH,RSI2PA,RSI2PJ E20 lOE2311411BDB30 0.1130 10" I I I I RS12PH,RSI2PA,RSI2PJ E9 IOE2311411DDB30 0.1130 10" I I I I I I RS12PA,RSI2PJ P1 08Z2811412B5B3 0.0980 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P2 08Z2811414B5B3 0.0790 8 1/2" 3'-10 1/2" RS02Tl,RSO1T1 P22 08Z2511414B4B3 0.0790 8 1/2" 2'-10 1/2" RS02T1,RSO1T1 P38 08Z290541444B2 0.0790 8 1/2" 2'-10 1/2" RS01T1 P47 08Z281141433B2 0.0790 8 1/2" 1'-10 1/2" RSO1T1 P48 08Z301141444B2 0.0790 8 1/2" 2'-10 1/2" RSO1T1 P49 OBZ291141444B2 0.0790 8 1/2" 2'-10 1/2" RS01T1 P50 08Z270541433B2 0.0790 8 1/2" l'-10 1/2" RSO1T1 P51 08Z2411414B1B2 0.0790 8 1/2" 10 1/2" RS02T1,RS0ITI P52 08Z2405414BBB2 0.0790 8 1/2" RSOITD P54 08Z330541455B2 0.0790 8 1/2" 3'-10 1/2" RS01T1 P55 08Z28ll4llB5B3 0.1130 8 1/2" 3'-10 1/2" RS02T1,RSOlT1 P58 08Z2811413B5B3 0.0880 8 1/2" 3'-10 1/2" RS02Tl,RSO1T1 P6 08Z281141333B2 0.0880 8 1/2" l'-10 1/2" RS01T1 P60 08Z290541344B2 0.0880 8 1/2" 2'-10 1/2" RSO1T1 P61 08Z2505413BBB3 0.0880 8 1/2" RSOITD P62 OBZ2505414BBB3 0.0790 8 1/2" RSOITD P63 08Z2305414BBB3 0.0790 8 1/2" RSOITD O Secondary Bracing Schedule Id Qty Mark No Spacing 1 38 CPBRA010602 l'-1 3/8" 2 465 CPBB050108(Typ.)51-0" 3 80 PBA0403 3'-11 5/16" 4 33 PBA0104 l'-0 11/16" 5 89 CPBB020708 21-6- 6 41 PBA0109 1'-5 9/16" 7 6 PBA0102 8 5/8" 8 6 PBA0306 3'-2 11/16" See SED: I I I BR09PK, BR09RY, BR09RZ, BR09PH, BR09JH BR09JG, BR09K5, BR09JR, BR09K2, BR18G2 Part Mark Key 1 001SGA06050 2 001SGA13061 3 OOISGA10020 4 002SGA16024 5 002SGA19114 6 002SGA18067 7 OOISGA10017 8 001SGA16024 9 OOISGA19114 10 001SGA18067 11 002SGA10017 12 003SGA16024 Cover — Butler NIR -24 1 6" Dimension Ke I I I I I I I T y 1Q0 I ME y� Y QW- Fin r3ra cin 0'-0" c" m m m m m m 08Z2 m m BBO m m 'm m C-) (-D m - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P6 I I I I I I I I I I I I I I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I f l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IP601 I I I I I I l'±,N P4a+i I I vn 'C\ -1 oac I I •m.... Fi1.l�.�ac}m.... I I �h ih I I .... ,fh ih .. I ,_.._ - ih 14f1%G�l'OYY.YYIOFIR �LIIaY�ZYIYI[Ir1�� II�^JIEiTi �[4ai����S,l��.r-'GY��fT37L,lfS!�\=1,�1:I,1>—ii.W.—�-W:W ri{pa I I I I I I I I I I I I I I I P55 BUTLER Butler Manufacturing we sas 2016.ib JOB" 16-009040.01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. WE 6212016 I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I i I I I I I I I I I I I I I i I I I I I I 1 I I I I I I I I I I lel I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I W I I I I I I I I I I I I I I m m m m m El a, E10 a m m E10 m m E10 a a a m m E9 � a m m a v PS1 r P56 ( P51 � P58 I I I I I I I I P51 I I P52 - - - - Panel Thickness: 22 Ciauge (0.03125 in.) Panel Width: 24 in. Purlin Thickness: 0.077 in. Fastened with Butler scrubolt as follows: Field: 24 in. rows with fasteners 60 in. ox. Perimeter: 24 in. rows with fasteners 60 in. ox Corner: 24 in. rows with fasteners 30 in. D.C. 4'-6"#25'-0"h-25'-0" 25'-0 h-24'-0"�24'-0 II II II 172'-0" I Field1-00 �ftjPerimeter (1-75 Corner (14 ft. X 14 ft.) 1-105 ROOF SECONDARY PLAN '-6 '-0"---Y-22'-6"�11 48'-0" BL REVIEvvaj FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GPOI IP x '``-kl0 AGGi Fy\ = C 75014 70 m EXP. 11 121 217 ` F of C O� 'u' 1. UNLESS NOTED, USE 12 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS, SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2, FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. wcr� E: luaaeo4aol THE BUTLER MFG. ENGINEER'$ SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR OF ANY OTHER PF40DUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN see w,e �� "nes: North Valley Building Systems, Inc. OIh4rOmm wc^Tic": Chico, California vso,w=cr Smuckers euias"� RFQ BUTLER Butler Manufacturing we sas 2016.ib JOB" 16-009040.01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. WE 6212016 os121/2016 ILD / HA pwv""acxe NTS P 19 .,,.•w .axim wa�aoe aeaire. "mnpmxs, ne. i BRACE FrRAME ®PACE BRACE BRACE Q BOLTS FRAME BOLTS LOCATION LOCATION ERECTION NOTE: ERECTION NOTE: USE (2) 1/2" USE (1) 1132 X 1 I/4" LCCAI¢N agar sLCONDARr WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACES THAT END AT A PURLIN GALV. HEX NUTS ( )• T-45 GRAY SCRUBOLT 097352) 4712D LOCATEMENBER ooF/wALL MAI CLIP s6ccNOARY MEMBER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR WEB, BUT DO NOT HAVE TABS TO BE:NO AND SECURE. INSERT CLIP 54d015 THROUGH ( ) SCRUBOLT NUT (097267)(L EACH(MAY liUE BE INSET) A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL �7 WEB SLOTS AND USE A DROP PIN TO ATTACH HEAD OF SCRUBOLT TO1NUTON OF PURUNFv ••01 THE PURUN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. PURLIN BRACE (CPB -)(TRIP.) TO CHANNEL BRACE.010 BE ON OUTSIDE OF USE TOP HOLE OF AVE STRUT - ----- —_— — — — — — 0 IPR1 _ _____ ___ _ (1) 1/4" X 6 1/4" FNPRESEENT.CL_ 0 (2) 1/4-14 x 1 1/4" DROP PIN (097556) (2) 1/4-14 x 1 1/4" STRUCT. SCREWS FURG BR E °"°STRUCT. ° $CREW$ (55307)IMRAxcf aL0f0_I (2)wBBC2 INSULAPON VAPOR (55307) (2) 1/4-14 x 1 1/4"caxxfcr aRA:E wu lmriur m 1xE wEe aF +rc xcxSEE CLIPS — BARRIER — BELPW CHANNEL HANNEL() 'jj(BCRpA( I STRUCT. SCREWSrRAuf 55307DETAIL E BRACE O ANCE BRACE (GFB-) Oft (HFB-) B-) (CPB-) ALTERHNn WN'cctPH$ o0 PURUN a °°1325 BOLT/(TRIP88MNCE BRACE REOUIREMENiS: IMPORTANT DURING ERECTION, WITH HARDENED PURLIN RULE11- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. TEMPORARILY INSTALL WBBC2 WASHER (095872) 3/4' AGAINST PURUN DETAIL BR09JG WEB ENDING CLIP EAVE PURUN BRACE RULE12- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CLIP TO KMAI OJP WITH (2) CUP REGO W/ (0544015) EAVE STRUT (PBA-) AT 8 1/2", 10", CROSS SECTION IS NOT ACCOMPANIED BY 2 . O 1/4-14x1 1/a' SDS IN CENTER INSULATION vav0 TIil K FLANGES URLIN BRACE $TRAP 11 1/2" PURLINS. RULEJf3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB HOLES TO KEEP FRAME STABLE. BARRIER Y,y,EN IS INSTALLED, (1) 1/4" X 6 1/4' PURLIN (ESBS1) Ai 8 1/2"• NOT REO. AT 7" PURUN WHEN PART MARK IS ACCOMPANIED BY (2). RULEN4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE LINER REMOVE WBBC2. INSTALL LINER, (8) 1/a"-14 11/4' - DROP PIN (097556) 10" 11 1/Y EAVE STRUT TO 7" EAVE STRUT) CENTER OF THE BUILDINO. THEN REINSTALL WBBC2 W/ (8) (55307) USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DOES LINE UP WITH THE DOES NOT LINE UP WITH (TRIP. PER EACH END) USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE (JCPC51050) AT 7" EAVE STRUT RVLENS- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SDS AS SHOWN. DO BOT. REUSE 0 CENTER HOLES. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. DOES LINE UP WITH THE DOES NOT LINE UP WITH I AVE STRUT SIDE OF THE FRAME WEB. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. 10" k 11 I/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF POPLIN UP. ALTERNATE CONNECTIONS TYPICAL FLANGE BRACE CONNECTIONS °•m°`A'/"... "o°• ROOF/WALL FLANGE BRACING .°. oAR° CHANNEL BRACE ENDING AN PURLIN WEB "°""°'/°v°°•�_•ow SINGLE CHANNEL PURLIN BRACE ""°•"°•Au'A+`...o.° CHANNEL BRACE ENDING AT PURLIN WEB 'A"0"1g1p1/O R"`xD O' EAVE BRACE STRAP AND EAVE PURLIN BRACE BR09JH BRO6AE F. PURLIN LAP SHOWN, CONT. GIRT @ SIMPLE PURUN BR06K3 PURUN/GIRT WITH INSULATION VAPOR BARRIER BRO9JG SELF -DRILLER WITH TH BENT TABS ENDING AT PURUN WEB LOCATION BR09JR WEB ENDING CUP WITH DROP PIN BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME AT EAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) ANDSCRUBOLT NUT (097267) NOTE: 1. SEE CHART FOR RIDGE BRACE NEST AND ASSEMBLY SELECTION. IM1�H ROTATE ENDFRAMEINT. FRAME L L END BAY INT. FRAME INT. FRAME �, CE INTERIOR BAY NOTES: -DO NOT ATTACH PANEL OR PANEL CUPS TO COMPOSITE STRUT MEMBER. -SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN T TOBEON OUTSIDEOF EAVE STRUT) (HEAD OF SCRUBO4TR IRI fl CHANNELS 2. NEST CHANNELS TO ACHIEVE -FBEU] DRILL 9/16' HOLES IN COMPOSITE OF \,J TO ALIGN 5" BETWEEN HOLES AND •� / PURUN BRACE O 7 0 0 1 PURLIN BRACE PURUN FOR PBA- CONNECTION IN 7' PURUNS. EAVE PURUNE BRACE TRUT VIEW CHANNEL USE DROP PINS TO SECURE. HOLES CHANNEL 0 ] 0 0 CHANNEL (PBA_ATTACHMENT PURLIN BRACE , (CPB-)(TYPJ P USED TO SECTION SECURE (2) 1/4" x 6 1/4" DROP (2) PURLIN BRACE 3 0 0 CHANNELS 2 PVRUN BRACE 85/8 PWITHINS DROP PINS (097556) (3) PURUN BRACE 0 T T 0 CHANNELS ) 0 CHANNELS 4 PVRUN BRACE (4) PURUN BRACE HAN TLS ] ) ) ) T (2) )X INUTSO(47120) FACE OF EAVE STRUT I (� ,� 3• TYPICAL CLUSTER CHANNELS T 3" TYPICAL L LOCATE EACH SIDE OF PURLIN ® /I, CLUSTER 1/ \CHANNEL STANDARD NOTES: '` STANDARD NOTES: ASSEMBLYRIDGE _ PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES, USE (2) 1/2' GALV. HE%EAVE PURLIN (CPBR- E THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: O - DO N07 INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - 00 NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. \\\ NUTS (47120) LOCATE (1STRUT IDD NUT EACH SIDE OF PU L ) - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ) - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. `COMPOSITE URUN (1) 1/4" % 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. PURLIN BRACE PURUN ASSEMBLY (PBA--) ASSY. DROP PIN (097556) PURLINAVE STRUT (TYP. PER EACH END) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDCE AND WORK TOWARD THE EAVE.)(TYP,) NOTE: SEE ERECTION DRAWINGS FOR LOCATION - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER (1) 11/32" X I 1/4' FOR LOW OR HIGH EAVE LOCATIONS - PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. SCRUBo i Nui7(M72s7) xn. oArew%e/+x Nfv. xo.a EAVE STRUT BRACEm. SINGLE CHANNEL PURLIN BRACE °• CHANNEL RIDGE BRACE ASSEMBLY wc°+,•u„wv. w.w PURLIN BRACE CLUSTER LOCATION w +e:°+/°,.w m. ,w.w PURLIN BRACE CLUSTER LOCATION xv. o.,mn/uA, x+v „°. oe COMPOSITE EAVE STRUT - ALL DEPTHS BR09K5 BR09PH INTERMEDIATE LOCATION BR09PK SINGLE BRACE AT SYMMETRICAL RIDGE - BR09RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION BR18G2 CONNECTION FROM EAVE STRUT TO PURUN Cl, EPC2 OR EPC3 "t7AUST. CODES ADJUST, CODES— GAGE_ 2 1/2• 2 5/B" 2 3/4" 2 7/8" MELDED CUP CONNECTION TE 1$ I I ALT. CONNECTION 9d" 1/4 / I 4Mt I" Egg 3 GAGE FIGH APIES d �_-' A fR 6 T INCHE LENGTH millimeter FEET (millimeters) ES J 1 SHAPE HAP — PTH— V 0L PTH o B NT 48' m 48' DEPTH SHAPE GALE UP UPAJ PG1 CLIP (BOLTED) 1 7�4• P 'C / \ DEPTH SHAPE CAGE 07=7" Z= ZEE 11 =0.113 08 = 8 1/2" C = CEE I2 . 0.098 07 . 7' M = ZEE 11 . 0.113 . 1 to . 10" E . LOW EAVE STRUT 13 = 0.088 08 = 8 1/2• CS = CEE 12 = 0.098 w / H -HIGH EAVE STRUT 11 = tt 1/2" la .0.0]9 10 10° ES - LOW EAVE SMUT 13 - 0.088 11 11 1/2' HS - HIGH EAVE STRUT 2 1/2" 2\ 5/B• 23/4' "27/8- 7 15 = 0.073 = BB . BACK TO BACK CEE 14 = 0.079 \ / 16 - 0.069 FB = FACE TO BACK CEE 15 = 0.073 / 17 - 0.060 FF = FACE TO FACE CEE 16 - 0.068 BOLTED CLIP CONNECTION t] - 0.060 (REFER TO CROSS SECTION) ALT. CONNECTION 7" h 8 1/2" PURLINS SECONDARY PART MARK NUMBER "'°'/°'ro°"`""°-°° SPECIAL SECONDARY PART MARK KEY xEv. wmmrovo, xfv. .om PURLIN AND GIRT SIZES R°'-umo+rovoa Rn. po° PURLIN AND GIRT SIZES. B.re°vvA. Rn.mm PURLIN CONNECTION AT INTERIOR FRAME ro'/m xn xoa PURLINS AT INTERIOR FRAME EN51B1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN53F1 8 1/2" 216mm EN53G1 10" 254mm RSOl T1 CONTINUOUS PURLINS RSOITD SIMPLE PURUNS W/0 CUP EPC3 AT I0"/11 1/2" (WELDED) 1CUP (BOLTED) - ALL DEPTHS ANCC1 AT 7'/8 1/2" (WELDED) REFER TO CROSS (4) 1/2' A307 THIN HEAD BOLT (096636) EAVE STRVT(4) 1/2" A307 THINAR SHIM PILATE SECTION. k NUT (095032) BOLT (096636)0 ALT. CONNECTIONS EAVE STRUT EAVE STRUTHEAD BRACE STRAP ° & NUT (095032) 2p TO 249\� ENDBAY (ESBS1)ROOF / PURLIN 111 O E1� I � 1 1 STRUT SHIMILATE \/ REVIEWED ° EAVE $ROT 5I SHIM PLATE (SEE HART) FOR CODE COMPLIANCE EAVE STRUT BRACE STRAP (SEE CHART) (ESBSI) AT 8 1/2", 10% (JCP0510 0)LIAT 7" PURLINS. J PLATE PURLIN OR % AUG 18 201S . IR SHIM PLATE (EAPt) ROGF BEAM ROOF BEAM EAVE STRUT INSERT PANEL CLIP ADAPTER (0543130) THRU HOLES AND (SEE CHART) SIDEWALL OR so (2) 1/2' X 2" BEND MsUCE"AY FROM . INTERWEST(2) /2" X 2" A325 BOLT (097280) A325 BOLT (097280) CONSULTING GROUP OWq � SHIM PLATE FRAME OR ROOF PITCH PART SOLDIER RANGE NUMBER COLUMN SHIM PLATE ROOF RTW PART RANGE I NUMBER BOLT EAVE SMUT AND .25 TO 1.99 N A EAPI PLATE TO FRAME W 2.0 TO 2.49 N A / `�• 'moi / c7r�.r- PANEL CLIP ADAPTER RAKE BEAM P ^° �S .25 r0 1.99 N/A (B) 1/2" X 2"�>� OC �pFESS1p .f, Q Nq C?4 To 3.49 ESH 25 To J.49 E5H1 A325 BOLT 097280 ( ) J.5 i0 a.oG E912 •1'-0" AT 7" h 8 1/2- OUTSET / I'-3" AT 10' a 11 1/2" OUTSET USE A PANEL CUP ADAPTER AT THE ENDS OF PURLINS1U C � AG Fy z.5 r0 J.49 ESHz OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL �� (/� Cy 3.5 To 4QU ESH3 LOW EAVE STRUT SHOWN HIGH EAVE STRUT EAVE ATTACHMENT MUST BE MADE. - USES SIMILAR PARTS.h LOW EAVE STRUT SHOWN -HIGH EAVE STRUT SIMILAR a �0 " BARuve,/„ " "° °,.. PURLIN CONNECTION TO END FRAME °°. b EAVE STRUT CONNECTION wn . EAVE STRUT W/ ATTACHMENT PLATE B ¢m a „ax. x°. PA EAVE STRUT CONNECTION ,r:. >2 '/i' """°°° PANEL CLIP AT EAVE STRUT uJ z C 750117L4 m RS12PJ RS02T1 CONTINUOUS PURUNS RS12PA AT INTERIOR FRAME RS12PE INTERIOR FRAME R512PH AT END FRAME LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRED 7 _ EXP. 121 1120 T IVI II OF CA y 6/Z3l% 1. UNLESS NOTED, USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PE=RFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE: ar DE9 1717 ft BURLER. North Valle ng Systems, y Buildi S terns, Inc. '1OB" 16-009040-01 OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEBR'S SEAL DOES 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR GUBTOMER: DATe. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 6/21/ 016 6212016 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ,,aA,p" Chico, California PRO.ECT'. Smuekem TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing JLD 7 HA REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Dw oSDAE NTS BJWERSFC2 RFD N MlRsKftPN£ 2016.ib 20 6=016 SEOSRw SM47 . aNwlon aeuesw°, B°lap. NugA+.na Hc. 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CCM;o0 q- �m °c oxzmozp m<mzm ayA$ tirAo4){ =M _ III > Z , A A — W _ 11 m z� m m O m C z o Pm y m < o O y �oCZZX <WN, oMom mv�ZR comp �m2 G) co no �G)z" �0;0m Zz- O mm - A O Z> A M p m O TAO V7 q A O m zmm NS m r mm 3 N C N T D n Noc y A 30 � O 0 N c p_ m m O z 0 3 = O z Om m a 4 m a m = r D w --I O z co 0 0 O $ m REG/Sr Z Z D O j"j'j 3 C y yU 6pFa —I M M 0 r To vC>�o Z�C co nom m 2 n < -a m �m iV F g a m o oA �o A� �m C, o eo N 2I33Nm N F O OA _ 6 c a Secondary Part Schedule Mark Part Thick. Depth Lap --------------------------------------- G10 08Z2411416B100 0.0680 8 1/2" 10 1/2" Gil 08Z2411417B100 0.0600 8 1/2" 10 1/2" G5 08Z2511417B100 0.0600 8 1/2" 10 1/2" G6 OBZ26114171100 0.0600 8 1/2" 10 1/2" G7 08Z2411416D100 0.0680 8 1/2" 10 1/2" G8 08Z2411417D100 0.0600 8 1/2" 10 1/2" G9 08Z25114171100 0.0600 8 1/2" 10 1/2" Detail WSR00I,WS0IG3 WSR00I,WS0IG3 WSR00I,WS0IG3 WSO1G3 WSOIG3,WSO1G2 WSOlG3,WSO1G2 WSO1G3 Bracing Part Schedule Part Qty Length 1ORT3508 2 35'-8" IORT3500 2 35'-0" IORS3601 2 36'-1" Detail BR02H1,BR02K1 BR02H1,BR02K1 BR02H1 I. __. _ _. __ ll„J11 I _-- ___._.._.... _.. a ----------------------- ----------------------------------------------------- THE BUTLER MFG. ENGINEER'S SEAL APPLIES -------------------- ----- --------------------------------------- A I I ONLY TO THE WORK PROL)UCT OF BUTLER OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT J 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE 10.P� 10 .Qs� STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. ASO 0 I 601 I 5(TYp•) G6(Typ.) 6(TYp•)6(TYp•) THE BUTLER MFG. ENGINEER'S SEAL DOES 9(Typ.) 8 ( I I I ll(Typ.) I THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR Open to Existing Building 10 yO0 .33,06 ti 7 yO0—G9 (Typ. ) ti I I i 'Y X10N, ti I LacAT Chico, California 4'-6 CL BL 3 4'-0" 2 1'-8" 1 6" F Dimension Key CL 5' CL CL CL 172'-0" SECONDARY ELEVATION AT J i24'-0" t CL CL CL BL REVIEWED FOR CODE COMPLIANCE AUS 18 2016 INTERWEST CONSULTING GROUP z C 75014 * EXP. 129/21 OF Snape name - Warenouse, Wan = z 1. UNLESS NOTED, USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PROL)UCT OF BUTLER OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT J 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. "Ev wTE �. CEscrsrroN: aLnLnEa: North Valley Building Systems, Inc. '10BY OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES i6-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR CUSTOMER. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LacAT Chico, California BUTLER 6212016 OanMacl�CK COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING FROJECT: Srruckers Butler Manufacturing.ILD / HA ORnw*+c6O,LF NTS PSE 22 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. EUIIDERSPOO RFQ wCvERSM 2016.1b CFILENAME 1603A19O01 5'182016 143713 •UNYm d&u Gqw Bul"IryeN"N M"M0. M. W FIE E t6039]f39i wlY is 1431'.2. .mwm aa� smoe euiai�e namm.nc,c nc. Secondary Part Schedule ------ —_--- ------------- -- ----------------- --------- ------------- ------------------ ----------- jO�s`>'� Mark Part Thick. Depth Lap I Detail Bracing Part Schedule 36OA G24 08Z2311417B100 0.0600 8 1/2" 10 1/2" WSR00I,WSOIG3 Part Qty Length Detail G25 OBZ27054171100 0.0600 8 1/2" 10 1/2" WS01G3 1ORS3800 2 38'-0" BR02H1 G26 OBZ25054171100 0.0600 8 1/2" 10 1/2" WS01133 IORS3700 2 37'-0" BR02H1 G27 08Z2605416B200 0.0680 8 1/2" l'-4 1/2" WSR00I,WSOIG3 IORT3604 2 36'-4" BR02Hl,BR02K1 G28 08Z2605417B200 0.0600 8 1/2" l'-4 1/2" WSR00I,WSOIG3 G6 OBZ26114171100 0.0600 8 1/2" 10 1/2" WS01133 G9 08Z25114171100 0.0600 8 1/2" 10 1/2" WS01G3 I I I I I I 4 3 2 Q 1 I I Q — ------------- ------ —_--- ------------- -- ----------------- --------- ------------- ------------------ ----------- jO�s`>'� 10 �p1'v�j O� Z0 I O� 36OA I I I I I I I 28(TYp.I I 29 (TYP.) O¢y����-G25 (Typ Y G26(TYP.) — O4y�^��-G9(TYP.) y 9(TYP•) 6(TYP•) Op-G6(TYP•) Y 6(TYP.) 27 I I k— 22' BL 3 4'-0" 2 2'-6" 1 6" ❑ Dimension Key ' —25'-6" }- 23'-6" i, 24'-0 CL CL CL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Y FUNME 186] "j THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. -t— 24'-0"— i CL CL 220'-0" SECONDARY ELEVATION AT A snaae Nam =Warenouse Wall = a THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 5'_0" i —25'-0" i. 25'-0" 1----24'-6"- -b1 CL CL CL CL w GBG BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WE I - I MKRPrON, NTS BL REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GRnIlp SECONDARY ELEVATION AT A SUMER North Valley Building Systems, Inc. M=MER'. LOC^TIONI Chico, California PR EcT. Smuckers Burtn Fck RFQ A Butler Manufacturing ILD / RscE we slm 2016.1b 24 -O. dBlueSmre. BUN" W Meng M. Secondary Part Schedule Mark Part Thick. Depth Detail BUTLER Butler Manufacturing vrc wisa": 2016.1b 07C2109011CC20 0.1130 7" L�ATo"Chico, California WSR001 G16 OBZ2509411EE10 0.1130 8 1/2" WS01H2 G17 08Z2509412EE10 0.0980 8 1/2" WS01H2 G18 08Z2509413EE1O 0.0880 8 1/2" WS01H2 G29(Nest) 01408ZS230501510 0.0730 8 1/2" WSR00I,WSR004,WS01H2 G30 01508ZS230501210 0.0980 8 1/2" WSR001,WSR004,WSO1H2 G31 01608ZS230471210 0.0980 8 1/2" WSR001,WSR004,WSO1H2 G32 01708ZS120441410 0.0790 8 1/2" WSR00I,WS01H2,WSO4E2 G33 08Z2509412EE12 0.0980 8 1/2" WSO1R2 G34 00108FB230471412 0.0790 8 1/2" WSR001,WS0lRT,WS0IRQ,WS01RJ G35 01808ZS120431410 0.0790 8 1/2" WSR001,WSO4E2,WS01H2 BL 2 GFA306 1 GFA300 OPart Mark Key CL 6,:0 CL 26'-0" 130'-0" SECONDARY ELEVATION AT 10 Shape Name - Warehouse, Wall - 5 i. 26'-0" 1 26,-0" CL CL BL REV1Lvvc FOR CODE COMPI-IANC+ AUG 1 8 2016 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. s'tYA1B THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PE-RFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEE.R'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 10 nse °ATE Be oeecawo". &" " North Valley Building Systems, Inc. cuSTMEB. BUTLER Butler Manufacturing vrc wisa": 2016.1b JOB" 16009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.PACE onre: 6/21/2016 L�ATo"Chico, California o"A�wc�cic JLD / HA "+cT: Smuckers owimascxs: NTS suiu�axs Pa" RFQ 25 14 37M • bAebn d BA"Swre Budlrye NwN Mwk4 nc. I I I I I H'IIII i i I I ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A' HEX NUT Wd<MFR< ROD DIA. NUT A B HILlSIOE 3/8. 095321 09fi40B 46040 043657 1 2" 095230 095672 095946 043657 5/8. 095233 095945 095946 043657 3 4- 095235 095945 095948 043658 7 5 095237 095947 095948 043658 I 095238 095948 095949 043659 1 1 8 095239 09590.9 095949 043659 BR02H1 "x ROD o x -ZEE GIRT SHOWN LEE GIRT SIMILAR BRACE 7' & B 1/2" GIRT CP (PGI) 10' & 11 1/2" GIRT CLIP (CCD-) MAY BE SHOP WELDED (GCI OR GCA-) xn. amm0 BxN x°.m WSO1G2 GIRT CONN. AT COLUMN OUTSET SIMPLE GIRTS (SOLTED)(WELDED) UPPER CED GIRT ( e•• ) (GC64-) AT 7' GIRT PANEL HOLE SPACING REO. S. PANEL PUNCH HOLES IN DOUBLE CEE GIRTS BRII PANEL 1 6" O.0 ARE TO BE FIELD DRILLED TO MAINTAIN SHADOWAu PANEL 1 12 cC. FASTENER LINE ON EACH GIRT ELEVATION. esHA00WAUL PANEL 1 12' O.C. sq1 iR USE CHART ON LEFT TO DETERMINE FREW ENCV OF HOLES REQUIRED TO BE DRILLED. FIELD DRILL HOLE DIAMETER 5/16" A GIRT CLIP MAY BE 1 BOLTED ( 0 (IifO-) CLIP Ri0'v�WW/ nAWCEJ'�/\/i/j/j/� 1HIcx � ruxcE eRAc£ xnu rmlcuLE CONxECT TO THE MEB OF THE iPANE MG10ER. 0 ALTERNKE COHNECTOAS FLANGE BRACE REQUIREMENTS: RULE#'1- ALL FLANGE BRACES ON CR05S SECTIONS MUST BE IN57ALLED RULE#2- SINGLE RANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULEµ3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULEM4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RVLEOS- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME- SIDE OF THE FRAME WEB. x• 10" & II 1/2' PVRUNS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. '7 "°`" °° TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PUP 7- & 8 1/2' GIRT N. AT COLUMN V SECTION A - A (CC19 `/.-) AT ]" & 10' GIRT (RIGHT SHOWN) PUNCHED GIRT FILLER ANGLE (GC18-) AT 8 1/2" GIRT (GFAP-) ATTACH TO WEB FACE REFER TO SED BRO7H_ (GC20-) AT 11 I/2' GIRT BRACE cL-) W/ (4) 55307 TO GRT ATTACHMENT 8 I/2" OR 10" BACK TO FACE GIRT MEMBER GIRT CONN, AT COLUMN "e °•1E0"^"`v'"°'" GABLE GIRT RT" INSET FACE -BACK CEE (FLIPPED) CEE WSO4E2 GIRT CLIP (FELTED) (WELDED) CORNER COLUMN (PCI) (GCT) AT 7" GIRT CORNER COLUMN - (PGI) (GCI) AT 8 1/2' GIRT ENB WALL I (GOD-) (OCA-) AT 10" CRT ENOWALL 0RT1 'T� \ (GOD-) (GCA-) AT 11 I/Y GIRT GIRT T� SIDEWALL GIRT 9 /\V GIRT CLIP rn— Q (SOLTED)(WELDED) UPPER CED GIRT ( e•• ) (GC64-) AT 7' GIRT GIRT FILLER ANGLE (CC34_)(GC65-) AT 8 1/2" GIRT (GFA-) W/ (4) 55307 (OC62_)(GC66-) AT 10' ORT GIRT CLIP�O O qRT CLIP (GC63_)(CC67-) AT 11 1/2" GIRT REQUIREMENTS SPECIFIED BY BUTLER. ' - SEE DETAIL WSR002 FOR BOLTED CLIP TO 7' ORT RLY. D".I IRIwI GIRT CONN. AT CORNER COLUMN WSR001 I INSET GIRT AT EW, ANY OUTSET GIRT AT SW !AKE TEAM RAKE BEAM NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE 2 1/2" 2 5/8" COMMON INSIDE CORNER TO ASSURE A TIGHT FIT. --YTTTT -L TI -T= I�..(� I/4-14 x 1 1 C ADJUST. CODES ADJUST. CODES I FIT THHIIRD POIN`SSJG]) GAGE GAGE EIGTTI T H INCHE LENGTH Bans A TH millimeters FFFTIKmiT INCHES1 llimeters SHAPE FFF PTH > I A I DEPTH NT R 49' 4P 1 LIRA, I I J DEPTH SHAPE CASE DEPTH SHAPE CAGE O 07 = 7" Z . ZEE 11 = 0.113 07 = 7' 25 = ZEE II = 0.113 08 = 8 1/2" C = CEE 12 - 0.098 : CL FRAME L.— H E - LOW EAVE STRUT i O8 = e 1/2' CS - CEE 12 - 0.098 10 = 10' 13 = 0.088 10 - 10" ES -LOW SAVE STRUT 13 - 0.088 FBNR AT THIRD CEE GIRT DEPTH H - HIGH EAVE STRUT ISI I/2' LES. 11 = 11 1/2' 14 = 0.079 11 11 1/2' H5 -RICH EAVE STRUT 14 = 0.079 2 I/2' 2 5/R" GIRT CLIP PGNIS (05]0]) THAN ZEE GIRT. 15 0.0]3 BB =BACK TO BACK CFF 15 = 0.073 (GCB052033) (WELDED) 16 = 0.068 FB - FACE TO BACK CEE (GCM0520379) (BOLTED) 17 - 0.060 FF = FACE TO FACE CEE 16 - 0.068 17 - 0.060 SECTION A - A °�O"L 0'/°j°9EN X00° SECONDARY PART MARK NUMBER "°"`°"Di "n. "I4w SPECIAL SECONDARY PART MARK KEY "`". artp1/01/0e flE4 Rn. asvml. Nn W. °° PURLIN AND GIRT SIZES GIRT CONN. AT COLUMN EN51B1 COMMON GENERATED MARK NUMBERS EN5182 COMMON GENERATED MARK NVMBERS EN53F1 8 1/2" 216mm WSOI BY INSET ZEE GIRTS W/ NESTED CEE PANEL HOLE SPACING REO.E. PANEL PUNCH HOLES IN DOVBLE CEE GIRTS pANEL HOLE $PACING REO: S.I PANEL PUNCH HOLES IN DOUBLE CEE GIRTS alio PANEL 6" O.L. ARE TO BE FIELD DRILLED TO MAINTAIN BRII PANEL 6" O.C. ARE TO BE FIELD DRILLED TO MAINTAIN $NAOOwfJ.L PANEL 12' O.C. FASTENER UNE ON EACH GIRT ELEVATION. SHADOwALL PANEL 12' a.C, FASTENER UNE CN EACH GIRT ELEVATION. 8 1/2' d8i CUP esHAmwnu pANEL 12 o.c. USE CHART ON LEFT TO DETERMINE e5HADOWALL PANEL 12 O.C. USE CHART ON LEFT TO DETERMINE !-8 1/2" GIRT CUP (GCS) ,,,,,III///�IIILLL (CC5) FREWENCV OF HOLES REQUIRED TO BE FREWENOV OF HOLES REQUIRED TO BE I MAY BIETSCLIP HOP (CCE-) MAY BE SHOP (GCE-) �A DRILLED REED GRILL HOLE DIAMETER 5/16" �A DRILtID. FIELD DRILL HOLE DIAMETER 5/16' / WELDED (GI OR GCB-) '1 \ WELDED (GC2 OR GCB-) IR^j TIS\ r 8 1/2" GIRT AT 10" CRT 8 1/2" & j0" 6 FRAME /GIRT (BOLTEDL)(WELDED) ( ••' )(GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34-)(GC65_) AT 8 1/2" GIRT (GFA-) W/ (3) 55307 (GC62-XCC66_) AT 10" GIRT (GC63-)(GC67_) AT 11 1/2' GIRT ^• - SEE DETAIL WSR007 FOR BOLTED CUP TO 7' ORT 8 1/2' & 10 INSET SW G x. 94re°4n°N RElGIRT CONN. AT CORNER COLUMN WSR004 I ANY INSET GIRT AT EW, INSET GIRT AT 5 INSET _ OPTION SECOND CEE ON A ODUBLE FOR FO'S UP TO 9' % 9' USE (J) 1/4"-14 % 11/C EACH IS OF NNN JAMB. JAVT TO B QIP JAMB DEPTH SGS (55307) LOCATED APPRO% A9 SHOWN. T 8 1/]- 10' 11 1/2* NO CLOSER THAN J/B' FROM EDGE p OF CLIP OR HOPES. SCREW SPACING NDT )' JTGJ JTG6 HEADER TO JAMB LEM THAN J/4- APART `a B 1/2- JTGI JTCS A CLIP (PCI) FIELD LOCATE AND OMLL (2) 9/I6" `O DIAMEIEA HOLES N IEE ORT JLW 'RC2 TO ATTACH JAMB (2) 1/2' % 1 1/1' A= eCLT (49080) A JTG1 SINGLE JAMB DOOR HEADER JAMB, SINGLE ° 0 OR DOUBLE (2) 1/2' T 1 1/2" A `® A325 BUT (49060) e DOUBLE JAMB A A $ yAp CUP B(PO) CONNECTION DIM. A �® HE I/2" T (0 TIUN SINGLE JAMB HEAD BOLT (096676) a0. SfC r & NUT (095032) 0'W 11th (z) I/z' A}p] THIN ZEE GIRT \@/ 1/2' ANCHOR HEAD BOLT (096636) (JAMB SUPPORT \ _A RODS WTH & NUT (095032) A GIRT) V DOUBLE JAMB HPRDQJED WASHER 0 P,p.JE06 IRT CLIP EQUAL }' EGUAL (2) 1/2' A307 THIN cc )N (PPO(Id 1 1 4 —1 (SEE CHART) HEAP BOLT (096636) JAMB. 6" It _ e & NUT (095032) SINGLE MAX OTTT ��, (4) 1/2' 0.707 THIN OR DOUBLE SECTION A -A O O HEAD BOLT 032) 6) AAMe GAH BE 1 1/2' DEEPER CONCRETE FSNR ® & NUT (095032) TINT TIE JAMB SUPPORT GIRL AT 24' O.C. L n DIM. I OPENING (ONLY EUSED N H I/2 CURT) (BY BUILDER) BASE MEMBER L ® 3 1/4- AT ] 8 1/2', B JAMB ZEE GIRT SHOWN i I HEIGHT CAN BE JAMS D B 1/2' GRT) L. W 6 14' AT 11 1/2' JAMB ALIGN JAMB AxD DINT AT BL. / / CEE GIRT 61NILATe JAMB CAN JA 1 I/2' RT CR JAMB CAN BE 1 1/2' DEEPER SECTION A -A PG1 GLIP = 3 3/4 AT 7. B 1/2". 10' CIR15 THAN TIE JAMB SUwCar Gar SECTION A -A MAN THE Aug 9JPPDBI CRT ALIGN JAMB AND GRT AT BL. AUG! JAMB AND GRx AT BL. SECTION A -A PCV1067 CLIP - 4 3/4" AT 11 1/2' clRrs I2v. °"rt:N/m/IS "ev. r,pw lG°rpI/°e uv. R°. o° IEv. Oe2�iAwA4 A< car °I 14v JAMB TO GIRT JAMB BASE ATTACHMENT GIRT TO JAM HEADER TO JAM WSZOBZ SINGLE OR DOUBLE JAMB. ANY ZEE GIRT a a WS2OB8 SINGLE OR DOUBLE_ JAMB WSZOFZ SINGLE JAMB WS20F9 ANY HEADER, ANY SINGLE JAMB BUTLER Butler Manufacturing w VEus" 2016.1b Mel. 9tm BUN1,u NMI, Mv'u Fc. THE BUTLER MFG. ENGINEhR'S SEALAPPLIES UPPER CED GIRT I �° LONER CEE GIRT ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. CRT CLIP �O 0 GIRT CLIP GIRT CLIP�O O qRT CLIP 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE BUTLER MFG. ENGINIRER'S SEAL DOES THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR OF WALL AND ROOF SHEETS. OGN 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. DESIGN OF ANY OTHER PRODUCT OR G'� T COLUMNCOLVMN — —1 OGIRT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 4 -€PUNCHED qRT FILLER ANGLE (GFAP-) ATTACH TOP RANGE SECTION A - ASECTION A - A W/ (4) 5530] PUNCHED GIRT FlLLER ANGLE ZEE GIRT SHOWN GIRT SIMILAR ZEE CIRi SHONN CEE qRT SIMILAR FILLER ANGLE PUNCHED GIRCRAP-) ATTACH TO GIRT WEB gpFEq Ta SEO BRO]H_ GFAP-) ATTACH TO WEB FACECEE qRT CUP (GCB-) W/ (4) 553D7 REFER TO SEE BRO]H- MAY BE PRO W/ (4) 55307 FGR RANGE BRACE MAY BE FIELD FOR RANGE BRACE BOLTED (GCE-) TO CRT ATTACHMENT BOLTED (CCE-) TO CRT ATTACHMENT 8 1/2" & 10' INSET GIRT 8 1/2" & 10" INSET GIRT B t/2" & IT BACK TO FACE GIRT MEMBER 8 1/2" OR 10" BACK TO BACK GIRT MEMBER n aTx:°d/uIIR An. xP. PI GIRT CONN. AT COLUMN NEv. °4rt:lR/vA1 nn x°.9I GIRT CONN. AT COLUMN ay. 9ATwAeA4 zv. xqN GIRT CONN. AT COLUMN M:ane]I4 ,0.v. ro.a GIRT CONN. AT COLUMN WSO1 H2 GIRTS WSO1R2 INSET CIR75 WSOI RJ INSET BACK TO FACE CEE WSO1R0 INSET BACK TO BACK CEE r 8 1/2" GIRT AT 10" CRT 8 1/2" & j0" 6 FRAME /GIRT (BOLTEDL)(WELDED) ( ••' )(GC64-) AT 7" GIRT GIRT FILLER ANGLE (GC34-)(GC65_) AT 8 1/2" GIRT (GFA-) W/ (3) 55307 (GC62-XCC66_) AT 10" GIRT (GC63-)(GC67_) AT 11 1/2' GIRT ^• - SEE DETAIL WSR007 FOR BOLTED CUP TO 7' ORT 8 1/2' & 10 INSET SW G x. 94re°4n°N RElGIRT CONN. AT CORNER COLUMN WSR004 I ANY INSET GIRT AT EW, INSET GIRT AT 5 INSET _ OPTION SECOND CEE ON A ODUBLE FOR FO'S UP TO 9' % 9' USE (J) 1/4"-14 % 11/C EACH IS OF NNN JAMB. JAVT TO B QIP JAMB DEPTH SGS (55307) LOCATED APPRO% A9 SHOWN. T 8 1/]- 10' 11 1/2* NO CLOSER THAN J/B' FROM EDGE p OF CLIP OR HOPES. SCREW SPACING NDT )' JTGJ JTG6 HEADER TO JAMB LEM THAN J/4- APART `a B 1/2- JTGI JTCS A CLIP (PCI) FIELD LOCATE AND OMLL (2) 9/I6" `O DIAMEIEA HOLES N IEE ORT JLW 'RC2 TO ATTACH JAMB (2) 1/2' % 1 1/1' A= eCLT (49080) A JTG1 SINGLE JAMB DOOR HEADER JAMB, SINGLE ° 0 OR DOUBLE (2) 1/2' T 1 1/2" A `® A325 BUT (49060) e DOUBLE JAMB A A $ yAp CUP B(PO) CONNECTION DIM. A �® HE I/2" T (0 TIUN SINGLE JAMB HEAD BOLT (096676) a0. SfC r & NUT (095032) 0'W 11th (z) I/z' A}p] THIN ZEE GIRT \@/ 1/2' ANCHOR HEAD BOLT (096636) (JAMB SUPPORT \ _A RODS WTH & NUT (095032) A GIRT) V DOUBLE JAMB HPRDQJED WASHER 0 P,p.JE06 IRT CLIP EQUAL }' EGUAL (2) 1/2' A307 THIN cc )N (PPO(Id 1 1 4 —1 (SEE CHART) HEAP BOLT (096636) JAMB. 6" It _ e & NUT (095032) SINGLE MAX OTTT ��, (4) 1/2' 0.707 THIN OR DOUBLE SECTION A -A O O HEAD BOLT 032) 6) AAMe GAH BE 1 1/2' DEEPER CONCRETE FSNR ® & NUT (095032) TINT TIE JAMB SUPPORT GIRL AT 24' O.C. L n DIM. I OPENING (ONLY EUSED N H I/2 CURT) (BY BUILDER) BASE MEMBER L ® 3 1/4- AT ] 8 1/2', B JAMB ZEE GIRT SHOWN i I HEIGHT CAN BE JAMS D B 1/2' GRT) L. W 6 14' AT 11 1/2' JAMB ALIGN JAMB AxD DINT AT BL. / / CEE GIRT 61NILATe JAMB CAN JA 1 I/2' RT CR JAMB CAN BE 1 1/2' DEEPER SECTION A -A PG1 GLIP = 3 3/4 AT 7. B 1/2". 10' CIR15 THAN TIE JAMB SUwCar Gar SECTION A -A MAN THE Aug 9JPPDBI CRT ALIGN JAMB AND GRT AT BL. AUG! JAMB AND GRx AT BL. SECTION A -A PCV1067 CLIP - 4 3/4" AT 11 1/2' clRrs I2v. °"rt:N/m/IS "ev. r,pw lG°rpI/°e uv. R°. o° IEv. Oe2�iAwA4 A< car °I 14v JAMB TO GIRT JAMB BASE ATTACHMENT GIRT TO JAM HEADER TO JAM WSZOBZ SINGLE OR DOUBLE JAMB. ANY ZEE GIRT a a WS2OB8 SINGLE OR DOUBLE_ JAMB WSZOFZ SINGLE JAMB WS20F9 ANY HEADER, ANY SINGLE JAMB FILENAME: I6NBW001 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY I DESCRPION D%ANNG SCA1 NTS REVIEWED FOR CODE COMPLIANCE AUu 18 2016 INTERWEST CONST II rimn ^anI to WALL SECONDARY SED'S BUILDER. North Valley Building Systems, Inc. CUSTOMFIL LCCATION. Chico, California RK%ECT: Smuckers I%nnERS Par RFQ BUTLER Butler Manufacturing w VEus" 2016.1b Mel. 9tm BUN1,u NMI, Mv'u Fc. THE BUTLER MFG. ENGINEhR'S SEALAPPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY 1. UNLESS NOTED, USE 12 X 1 12 A325 -N BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG, AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE BUTLER MFG. ENGINIRER'S SEAL DOES THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR OF WALL AND ROOF SHEETS. NOT APPLY TO THE PERFORMANCE OR 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED E1Y BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. FILENAME: I6NBW001 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY I DESCRPION D%ANNG SCA1 NTS REVIEWED FOR CODE COMPLIANCE AUu 18 2016 INTERWEST CONST II rimn ^anI to WALL SECONDARY SED'S BUILDER. North Valley Building Systems, Inc. CUSTOMFIL LCCATION. Chico, California RK%ECT: Smuckers I%nnERS Par RFQ BUTLER Butler Manufacturing w VEus" 2016.1b Mel. 9tm BUN1,u NMI, Mv'u Fc. 16-009040-01 6212016 aicWncrEac JLD / HA . Mhb, PH:E 27 Covering Schedule {-- Trim Schedule P ein. Id Qty Start Length Qty Stagger Length TypeE22 3 #14 12 29'-11 1/4" 12 19'-11 1/4" MR24. AZ #15 55 90'-9 3/4" 55 95'-9 3/9" MR24 T3 #17 55 44'-11 1/4" 55 39'-11 1/4" MR24 (11)RC20 #18 55 20'-9 3/4" 55 25'-9 3/4" MR24 Oper. Code:13=SQ,NT T6 0630043 T1 Oper. Code:ll=SQ,SQ 0630043 Finish:Z=A1Zn T2 P -080572,P -081236,P -103223,P -104542,P-104713 Accessory Schedule Color:AZ=Plain AlZn ,� R- qG T3 T9 P-081235 P-080573,P-080578,P-080999,P-ZRSLO 0/ Color Details Match Wall Color Match Wall Color Match Wall Color Match Roof Color ENB004,NV667 Match Wall Color Match Wall Color Match Wall Color L -i T T I I I 11 220 I T 7 7 R {-- Trim Schedule P ein. Color Id Parts 3 AZ T1 0630043 1 2 AZ T2 0630043 3 2 AZ T3 GECIL,ICTIL 1 Y AZ T4 (11)RC20 T5 0560173,TC1,MRRET,RBT2,(0.1)WA10A T6 0630043 T1 T7 0630043 Color Details Match Wall Color Match Wall Color Match Wall Color Match Roof Color ENB004,NV667 Match Wall Color Match Wall Color Match Wall Color L -i T T I I I 11 220 I T 7 7 R ermea,e M11:1] .a':�a a,�w,.esaro, w,mm.na rc Fill I I I I 11 11, 1 1 {-- 172,-0„ 98,-0„1 BIL BL BL ROOF COVERING PLAN Planograph Schedule Id Details T1 P -080572,P -081236,P -103223,P -104542,P-104713 QF FESS/p1 T2 P -080572,P -081236,P -103223,P -104542,P-104713 Accessory Schedule ,� R- qG T3 T9 P-081235 P-080573,P-080578,P-080999,P-ZRSLO Qty Color Description Detail ERTO F i.�' G� 5 Cool Birch White Butlerib Trim y l c TS P-081167,P-081243,P-GAI II 3070 PA Walk Dooi u T C 75014 m T6 P -080572,P -081236,P -103223,P -104542,P-104713 EXP. i T7 P -080572,P -081236,P -103223,P -104542,P-104713 * 1120 REVIEWED IVA. OF CAl �/1/1(0 FOR CODE COMPLIANCE AUG 18 2015 Dimension Key INTERWEST Shape Name Warehouse 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE OF BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, Mo 84102 ROOF COVERING PLAN TO STRUCTURAL BEAMS IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. FIEQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES r� MTa W. �^�KK+ �� North Valley Building Systems, Inc. JOBf 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR; 18-009040.01 FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER Mk 8/21Y2018 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL �curiorc Chico, California "ECK TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING m CT, Smuckers JLD / HA {REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Manufacturing axe wcruxwee ,..�,M, °P�'NO�: NTS %� RFQ we �asau 2018.1b 28 ermea,e M11:1] .a':�a a,�w,.esaro, w,mm.na rc Fill I I I I 11 11, 1 1 W FUE t80.'P1'60t •••• � � Covering Schedule Id Qty Type Start Length Gage OF #2 33 BRP 8'-5 1/4" 26 3E #3 25 BRP 24'-2 3/8" 26 78 #4 58 BRLP 11 1/8" 0 3E #5 58 BRLP 4'-4 3/8" 0 3E Oper. Code:35-SQ,SQ 0096295 Lock -Rivet 9/32 Oper. Code:78=SQ,SQ "A" Hd w/ Black Washer Finish:K=Butler-Cote Finish:F=FRP Fglass Reinforced Plastic Color:WB=Cool Birch White Color:CC2=CC2 1 Fastener Schedule Fin. Color Direction K WB Left to Right K WB Left to Right F CC2 Left to Right F CC2 Left to Right Trim Schedule Id Parts T1 (7)GTR25,(15)CLElA T2 (2.9)BA225,(6)BT12A T3 0008738,(2)4CE45,(3)CP410,4CE75 T4 CTB2L,CTB2R T5 BRCT12 T6 (2)BRCT12 Color Cool Harvest Cool Birch White Cool Birch White Match Wall Color Cool Birch White Cool Birch White Details MV233 ENB003,GV383,NV663 KV846 ENB003,NV663 (33)#2 I I I I I I (25)#3 M I F F F F I Open to (E) building I I I I I T2 I IT4 I Ino' -0" I 72'-0" I, I 172'-0" BL BL Part Description 0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer 0097365-101 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 0096295 Lock -Rivet 9/32 x 1 3/32", "A" Hd w/ Black Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG, ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SERI- DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. COVERING ELEVATION AT J Shape Name - Warehouse, Wall Q 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Planograph Schedule Id Details T1 P -080575,P -103223,P -103315,P -104217,P -104713,P-105019 T2 P -080873,P -081505,P -081612,P-104217 T3 P -105224,P -105225,P-105228 T4 P -081505,P-081612 T5 P -081612,P-104217 REVIEWED T6 P-081612, P-104217 FOR CODE COMPLIANCE AUG 18 2016 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, NO 64102 INTERWEST CONSULTING GROUP COVERING ELEVATION AT J �Ev onre er oBscRrroN: WMER_ North Valley Building Systems, Inc. CUSTOMER', L0 T1pN- Chico, Califomia PN° CT, Smuckem oanwiNoscnE NTS BUInERZR RFO A0 Butler Manufacturing P wcv wa 2016.1b 30 vc rE�Nwne. tsoosowur emrmie au:ie •a+"ppm=,,,�R•e�,orv.,.o,o,..,.,"eM i __. - _ F_. r__.. i . --.._. -. Eli! li! 11 A Covering Schedule Id Qty Type Start Length #6 22 BRP 29'-2" #7 28 BRP 31'-8 1/2" Oper. Code:37=SQ,SQ Finish:K=Butler-Cote Color:WB=Cool Birch White I 1 e a F m F Gage OP Fin. Color Increment Direction 26 37 K WB 1 1/2" Left to Right 26 37 K WB -1 1/2" Left to Right Trim Schedule Id Parts T1(7.1)BRCL12,(4.2)MRGT20R,(8.3)WA10A T2 (6)BA225,(12.5)BT12A T3 (3)BRCT12 T4 BRCT12 T5(5.4)BRCL12,(3.2)MRGT20L,(6.4)WA10A Color Cool Harvest Cool Birch White Cool Birch White Cool Birch White Cool Harvest Details KV395,KV396 ENB003,GV383,NV663 KV395,KV396 Fastener Schedule Part Description 0097365-141 (T-3) #12-14 x 1 1/411, T-30 Torx Hd w/Washer 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEALAPPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ( 1 .50'-0 COVERING ELEVATION AT 1 Shape Name - Warehouse, Wall - 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 MTE I BY I XllCWTQN: NTS Planograph Schedule Id Details T1 P-080854,P-081167,P-104217,P-105098,P-GAI T2 P -080873,P -081505,P -081612,P-104217 T3 P -081612,P-104217 T4 P -081612,P-104217 T5 P-080854,P-081167,P-104217,P-105098,P-GAI REVIEWFu`Y'R 0A�G��\ FOR CODE COMPLIANCE z C 75014 AUG 18 2016 * EXP. 1��/2 INTERWEST CONSULTING rRrll to COVERING ELEVATION AT 1 &.BOER: North Valley Building Systems, Inc. CUSTOMER: �T Ni Chico, California rno. CT:. Smuckers BUU RSPQ', RFQ OF �/Z'qh V WE BUTLER 6/21/2016 C(INNLCIECK Butler Manufacturing JLD j Pc WCv sro 2016.1b 31 V FY.ENMIE 16O "j N 16 Vm17 •warn me eumrye,wm mens rr. Covering Schedule Id Qty Type Start Length Gage OF Fin. Color Direction #8 74 BRP 25'-0 3/8" 26 78 K WB Left to Right #9 74 BRLP 4'-4 3/8" 0 35 F CC2 Left to Right Oper. Code:78=SQ,SQ Oper. Code:35=SQ,SQ Finish:K-Butler-Cote Finish:F=FRP Fglass Reinforced Plastic Color:WB=Cool Birch White Color:CC2=CC2 BL Fastener Schedule Part Description CUB OMER: 0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer 0097365-101 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer 0096295 Lock -Rivet 9/32 x 1 3/32", "A" Hd w/ Black Washer 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEFs AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. W FrEN E: 16W 01 THE BUTLER MFG. ENGINEgR'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PEFFORMANCE OR DESIGN OF ANY OTHES PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PE=RFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. _L __ Trim Schedule Id Parts T1 (8.8)BA225,(18.3)BT12A T2 CTB2L,CTB2R T3 (3)BRCT12 T4 BRCT12 T5 (9)GTR25,(19)CLElA T6. 0008738,(2)4CE45,(3)CP410,4CE75 T5 Color Cool Birch White Match Wall Color Cool Birch White Cool Birch White Cool Harvest Cool Birch White Details ENB003,GV383,NV663 ENB003,NV663 MV233 KV846 (79)#9 I I I (74)#B I I I I I I I T1 2 COVERING ELEVATION AT A Shape Name = Warehouse, Wall - 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE I BY oRF 3Kc B'IIlA1e Planograph Schedule Id Details T1 P -080873,P -081505,P -081612,P-104217 T2 P -081505,P-081612 T3 P -081612,P-104217 T4 P -081612,P-104217 T5 P -080575,P -103223,P -103315,P -104217,P -104713,P-105019 T6 P -105224,P -105225,P-105228 EWED FOR�)CO ECOMPLIANCE \�e����F��O14 G��Fyc AUG 18 2016 TJ C 75014 * EEXXP• 12/201) + INTERWEST CONSULTING GROUP COVERING ELEVATION AT A ME R"roN. B..II North Valley Building Systems, Inc. CUB OMER: LOO"T1ON- Chico, California RRa.Ecr. Smuckem NTS EIJUXR$x RFQ 15 19 OF I Butler Manufacturing FUD / —II ' WRSON 2016.1b 32 .luiYm IffR ¢p BWdlt N"N/ Nc Covering Schedule 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction Ids Parts #10 22 BRP 29'-2" 26 37 K WB 1 1/2" Left to Right T1 (5.4)BRCL12,(3.2)MRGT20L,(6.4)WA10A #11 22 BRP 31'-8 1/2" 26 37 K WB -1 1/2" Left to Right T2 (5.2)BA225,(10.8)BT12A Oper. Code:37=SQ,SQ T3 CTB2L,CTB2R Finish:K=Butler-Cote T4 (3)BRCT12 Color:WB=Cool Birch White THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR T5 BRCT12 NOT APPLY TO THE PERFORMANCE OR cusroMER T6 (5.4)BRCL12,(3.2)MRGT20R,(6.4)WAIOA 0 O N E a F Color Cool Harvest Cool Birch White Match Wall Color Cool Birch White Cool Birch White Cool Harvest Details KV395,KV396 ENB003,GV383,NV663 ENB003,NV663 KV395,KV396 t I 130'-0” - I BL BL COVERING ELEVATION AT 10 Fastener Schedule Part Description 0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer Planograph Schedule Id Details T1 P-080854,P-081167,P-104217,P-105098,P-GAI T2 P -080873,P -081505,P -081612,P-104217 T3 P -081505,P-081612 T4 P -081612,P-104217 T5 P -081612,P-104217 T6 P-080854,P-081167,P-104217,P-105098,P-GAI REVIEWED FOR CODE COMPLIANCE AUG 18 201S w z rr INTERWEST CONSULTING GRn( (p C 75014 OF Shape ame = Warehouse, Wall = v 1v(V/I1r 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEFs AND/OR FASTENERS ONLY TO THE WORK PROCIUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 10 TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. eEv Dare: ee oEscaEr EuimEa: North Valley Building Systems, Inc. X89 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 16-00904401 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR onTE 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR cusroMER FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN^TKK+ BUTLER 6/21/2016 Chico, California /HA 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL �O-EOT Smuckers TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Butler Manufacturing owwria scxE NTS e.I.R'S; RFQ eD 33 REQUIREMENTS SPECIFIED BY BUTLER, TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wc�msara 2016.1b . FLEW E 1gpyp 1 a 8 vine •e.`xn as„ss�F a."iw rv"mmnLa "c. _ —u Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Direction 412 12 BRP 25'-0 3/8" 26 78 K WB Left to Right #13 4 BRP 9'-3" 26 35 K WB Left to Right #14 16 BRLP 4'-4 3/8" 0 35 F CC2 Left to Right Oper. Code:78-SQ,SQ 3/4", T-30 Torx Hd w/Washer T2 P-104219 0096295 Oper. Code:35=SQ,SQ x 1 3/32", "A" Hd w/ Black Washer T3 P -080575,P -103223,P -103315,P -104217,P -104713,P-105019 6212016 Finish:K=Butler-Cote DarxwcrvscK / 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION, T4 P-080873,P-081505,P-081612,P-109VSE Finish:F=FRP Fglass Reinforced Plastic TO ANY DESIGN OR PERFORMANCE T5 P -080873,P -081505,P -081612,P-10 VVD Color:WB=Cool Birch White J,"LD HA Dwy Scns: �S sueOEs RFQ P 34 T6 P-105224, P-105225, P-105228 FOR CODE COMPLIANCE Color:CC2=CC2 wc� SON: 2016.1 b T7 P -081505,P-081612 3 Fastener Schedule BL (2) Trim Schedule Id Parts T1 (1.5)DSF12 T2 (1.5)DG12 T3 (2)GTR25,(4)CLElA T4 (0.2)BA225,(0.5)BT12A T5 (1.1)BA225,(2.4)BT12A T6 0008738,(2)4CE45,(3)CP410,4CE75 T7 CTB2L,CTB2R 10 T3 4) T2 b E # T5 _+ 14,-0" 28'-6, 48'-0" COVERING ELEVATION AT G 7 Color Cool Birch White Cool Birch White Cool Harvest Cool Birch White Cool Birch White Cool Birch White Match Wall Color Details NV539 NV537 MV233 ENB003,GV383,NV663 ENB003,GV383,NV663 KV846 ENB003,NV663 Part Description THE BUTLER MFG. ENGINEER'S SEALAPPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS 0097365-141 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer Planograph Schedule 0097365-101 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer Id Details 0097364-141 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer T1 P-104219 0097364STD (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer T2 P-104219 0096295 Lock -Rivet 9/32 x 1 3/32", "A" Hd w/ Black Washer T3 P -080575,P -103223,P -103315,P -104217,P -104713,P-105019 6212016 1O0"TON� Chico, California DarxwcrvscK / 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION, T4 P-080873,P-081505,P-081612,P-109VSE TO ANY DESIGN OR PERFORMANCE T5 P -080873,P -081505,P -081612,P-10 VVD Huller Manufacturing J,"LD HA Dwy Scns: �S sueOEs RFQ P 34 T6 P-105224, P-105225, P-105228 FOR CODE COMPLIANCE TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wc� SON: 2016.1 b T7 P -081505,P-081612 AUG 18 2016 INTERWEST CONSULTING GRn( )p z,nape Name = warenouse, wan = o 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEALAPPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PROCIUCT OF BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 1640 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT G TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. esv wre en oExRErrorv: aunnrx North Valley Building Systems, Inc. ,roar REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR WE 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERYORMANCE OR FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INBUTLER 6212016 1O0"TON� Chico, California DarxwcrvscK / 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION, COMPONENT FURNISHED 13Y BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT Smackers Huller Manufacturing J,"LD HA Dwy Scns: �S sueOEs RFQ P 34 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wc� SON: 2016.1 b �Fr ME tsaw 1 e 16 two .m,.�maawswy ewai�. rvam m"nce ac F - FEET G - GAGE CX**' = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX"*' - COLUMN (GAGE) E = EIGHTHS C = RN/COLOR WCX*** = COLUMN (HOTROLL) PANEL/COVERING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED'S W 1 3 1 1 7 2 6 1 K TD RBX"• =RAFTER (PLATE) * F F I I E G G 0 C C C BGX'** - RAFTER (GAGE) LENGTH CODE WRX"** - RAFTER (HOTROLL) SWA10A TRX*** = TRUSS RAFTER INSULATION NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. I B 1 3 0 1 0 3 6 0 3 0 W V ICX•'• = INTERIOR COLUMN "* F F F I I I I I I E C C PCX... = PIPE COLUMN LENGTH WIDTH THK EDGE TCX*** = TUBE COLUMN SECONDARY (STANDARD) 0 B Z 1 9 1 1 4 1 7----- EPX*"* = ENDPOST (PLATE) * * * F F I I E C C * * * * * EGX'*' - ENDPOST (GAGE) DEPTH I LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY 00108 Z 1911417--- DCC*** = 8 1/2" GAGE POST ' . • * . . F F I I E G G ' COUNTER DEF LENGTH GAGE ADJUSTCODES DOE*** = 10" GAGE POST SHAPE CONDUCTOR STRAP ROD BRACING RS - THREADS BOTH ENDS 0 3 R S 2 5 1 0 BACK-UP STRAP RT = THREADS ONE END - CLEVIS ONE END E " * F F RU = CLEVIS BOTH ENDS DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES o REY DAIEOB/10/11 REV XD M ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: BUTLERIB II ROOF AND WALL SYSTEM INSTALLATION GUIDE MARK NUMBER KEYBUTLERRIB II ROOF AND WALL SYSTEM EN50B1 COMMON GENERATED MARK NUMBERS II ENB003 MR -24 ROOF PANEL PURLIN OR l EAVE STRUT ENDWALL NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CUPS ARE REQUIRED. SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION AND RIVET COLOR PART MARK INFORMATION SAVE ROOF PANEL I ENDWALL TRIM GUTTER OUTLET GUTTER FEMALE - (MRGT20R) (008738 SEE DWG. P-081167 ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: MR' 24 ROOF SYSTEM INSTALLATION GUIDE BUTLER ENB004 MR -24 ROOF SYSTEM SEE DRAWINGS P-103223 AND P-104713 GUTTER FOR GUTTER INSTALLATION SUPPOR rSELF-DRILLING TAB (GST) GUTTER SUPPORT I SCREW (097295) (630000) ---, \-MR-24 ROOF WALL ADAPTER 45' ELBOW WALL PANEL m BUTLER MANUFACTURING 1-1/4" ONLY TO THE WORK PROCUCT OF BUTLER MFG, AND DESIGN AND PERFORMANCE OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED'S (4CE45) BLIND RIVET (TYP.) USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. SCRUBOLT EAVE CLOSURE SWA10A WE NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. (097104) BL/TLER Butler Manufacturing wD sM 2016.1b (CLE1A) (SEE EE DWG. P-081167 �TORX RR°JECT. Smuckers oRw,wcscae NTS I eoln `$" RFQ R 35 DWG. P-105019) T-30 CONDUCTOR PIPE (CP410) w a GUTTER SELF -DRILLING SCREW a (097364) (2'-0° O.C.) CONDUCTOR STRAP SIDEWALL a = BACK-UP STRAP (CS) (TO BE FIELD o WALL CLOSURE FORMED) (TYP.) u o z TORX T-30 LAVE STRUT (BRCL12) SELF -DRILLING SCREW \ SEE DWG. P-105098 \` 75' ELBOW (4CE75) p Un (097364),,(2'- O" O.C.) - BUTLERIB II PANEL d fL00R LINE n BUTLERIB II PANEL SIDEWA LL I 07/36/I6 lmr...0.. 0, 1 GABLE TRIM RIGHT WITH MR -24 ROOF K V396 II BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = FIN/COLOR BRII WALL PANEL MARK NO.: BWP F F I I E G G 00 C C C LENGTH CODE 36" COVERAGE SMOOTH 12" 1 9/32 -{ EXTERIOR 1 1/2" TYP. TYP SURFACE 2 7/8"I I TYP. BUTLERIB II WALL PANEL VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE SMOOTH EXTERIOR / 12" 1 9/32 -h f-- SURFACE 1 12 TYP. TYP. (LT. GRAY) INSIDE CDLOR 2 7/8 VARES TY.pq' VCI WALL PANEL ::wA♦Af TIN M.Ot NV663 BUTLERIB II WALL AND VCI WALL PANELS SLOPE RANGE 1/4:12 THRU 1/2:12 SLOPE RANGE 1/4:12 THRU 4:12 A"°""^' "" "°° 4 INCH DOWNSPOUT AT WALL REV. DATE M12111 REV.NDD GUTTER W/0 WTHR. SEAL W/MR-24 ROOF KV846 BUTLERIB II AND SHADOWALL MV233 BRII WALL PANEL 18/0 WALL CLSR F = FEET XX = OPERATION CODE I = INCHES F = FINISH (FRP) E = EIGHTHS C = FIRE RATING F = FEET G = GAGE I= INCHES 00 = OPERATION BUTLERIB II WALL LITE*PANL MARK NO.: BRLP F F I I E X X F C C C E = EIGHTHS C = FIN/COLOR — LENGTH CODE MR -24 ROOF PANEL MARK NO.: MR24 F F I I E G G 00 C C C LENGTH CODE 24" COVERAGE 3 3/16" NV667 SMOOTH EXTERIOR SURFACE MR -24 ROOF PANEL 2 3/8" FACTORY APPLIED SEALANT 36" COVERAGE SMOOTH r7ly2p. 1 9/32"—{ �— EXTERIOR1 1/2" TTYP. 2 7/8"I f_N1_ / L4 TYP. BUTLERIB II WALL UTE*PANL MR -24 STANDING SEAM ROOF PANEL 1 NV676 I BUTLERIB II VL WALL LITE*PANL STRUCTURAL LINE ATTACH BASE TRIM WITH PANEL TO STRUCTURAL I FASTENERS 24" O.C. (LOCATE FASTENERS AT I PANEL CORR.) SHIFT BASE ANGLE OR BASE BUTLERIB II T-17 BASE GIRT HOLES 1-1/2" OFF MODULE ENDWALL TRIM PANEL WITH UNPUNCHED PANELS ATTACH PANEL WITH PANEL TO STRUCTURAL MALE - (MRGT2 FASTENERS 6" O.C. (LOCATE 3" FROM PANEL SEE DWG. P-0811166 7 (OPTIONAL) CORRUGATION) WALL ADAPTER FOAM CLOSURE I APPLY SEALANT (025392) CONTINUOUSLY (WA10A) (026649) MASONRY i NCHOR (NOT BY B.M.C.) SEE DWG. P-081167 TORX T-30 5/8" LAP /�j FLOOR LINE SELF -DRILLING SCREW J (097364) (2'-0" O.C. L e 'WALL CLOSURE BASE TRIM ( , T I , e (BRCL12) (6T12A) (. (OPTIONAL) BASE GIRT SEE DWG. P-105098 O" (MIN.) TO 2" 1 BASE ANGLE (BA225) BUTLERIB II 2" (MAX.) (OPTIONAL) 2-1/4" OR 4" NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL UNE & BASE TRIM GV383 FOAM CLOSURE (026649) DRIP GUTTER (DG12)-12'-0" COVERAGE BUTLERIB II - BASE TRIM INSTALLATION LAPPED & NOTCHED FOUNDATION AT FLOOR LINE 1 1/4" TORX S.D.S. AT 6" O.C. CHANNEL REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. NV537 HEADER DETAIL - BUTLERIB uo ne onnr NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CUPS ARE REQUIRED. D'/'S/'B REV N GABLE TRIM LEFT WITH MR -24 ROOF KV395 BUTLERIB II WALL PANEL W/CLOSURE (<=1:12) JAMB FlELD CUT PANEL AS REQUIRED FOR \\\\ PANEL OPENING BUTLERIB WALL PANEL #12 X 1-1/4" TORX SDS (097365) 2'-0" O.C. APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. NV539 I JAMB DETAIL - BUTLERIB REVIEvVEu FOR CODE COMPLIANCE AUG 1 8 2013 INTERWEST CONSULTImr, (-,oni *� Q?,OFESSIOyq 0CO q�G�F2c W r C75014or * EXP. 121 12 7 s Vl\. F OF C lYF X123/cv iUNMAE 1806iU1 Y 16 SEDERRA vmv .6 .a Bksw"mRN M . THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING ONLY TO THE WORK PROCUCT OF BUTLER MFG, AND DESIGN AND PERFORMANCE OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED'S REQUIREMENTS SPECIFICD BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV DATE ar DESCRWM Bu� North Valle Building Systems, Inc. Y 9 - '1OBv 16-009040-01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN62112016 ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. WE NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 0=0MER BL/TLER Butler Manufacturing wD sM 2016.1b LOCPTpN Chico, California ORMN*CIECK J D / HA RR°JECT. Smuckers oRw,wcscae NTS I eoln `$" RFQ R 35 iUNMAE 1806iU1 Y 16 SEDERRA vmv .6 .a Bksw"mRN M . t ( SCO7--E or- PROPOSED lU0 I ENG.NEERING DE5 GN LOAD5 : i. CONCRETE 5w4LL BE ACOMMERGI4'LL`- AVAILABLE TRANSIT- MIX RCOF LIVE LOAD. MINIMUMS PER CBC T45LE !r -CIA ED`;ES LAPPED 12' t SEALED THE INTENT OF TH?S PROJECT 15 TO CONST RUST A NEW FACILITY FOR PRODUCING AND �\ Cl PACKAGING OF SPROJTED GRAIN. THES PLANS ARE FOR TILE CONSTRUCTION OF THE % ( EUILDING SHELL AND 14=' __OVEMENT5 5F=C!FICALLY SHCWN. ALL PROSE5S E0J-FMENT, SEISMIC DESIGN. ' R4CKING AND 455OSIATED UTILITIES ARE TO BE INSTALLED BY' A SE=ARA c E'ER: I7- J CPROPOSED GCNSTRUGT!ON WILL GON5�5T5 OF THE FOLLO'W'ING MAIN PARTS. � 15 I, DEI.10 EXISTING 5TOR4GE EUILDING: GCI".II DEI",cLITiON AND RErrlpv4L Or AN II 6!a 5: . 2-' 2. EXISTING, 80X12C't STORAGE BUILD.NG TO MAKE WAY FOR F,R1-c05ED 5 ROUTING SD5 - 0.536 SDI : 033 ;1 T BJ-LDNG. BUILDING- CONS15T5 Or FRE -ENGINEERED STEEL BUILDING CI CCNGRETE SDC D REST BOOM DETAILS FOOTINGS. 1 ;N 2. DEMO Cr A =CRTICN C' EXISTING WAREHOUSE: DEMOLITION OF 4=FROXIMA7,ELY II' Cs . C.i531/0JbdB ' AT THE WEST END OF AN EXISTING- WAR, =HOUSE TO MAKE WAY FOR THE K'RG=GSED / 1 S5PROJT NG EUILDINrs. THE 15_11DIN1 CCNSISSTS CF A PRE-ENGINEERED STEEL 056051EIIT''. a -'1a3 DY II SHEETS 1 - 11. eUILD!NG ON CCNGRETE FOJND4710N5. THE REMAINING PORTION WILL E,- 2. SCNSTRJGTION 6H4LL CON70III TO 'HESE FL4N5 AND ALL 4F=LIC4eLE STRUCT''RALLY ADEO'JATE WITHOUT ADDITIONAL WORK EXCEPT FCR FLASH+NG- AND CODES AND LOCAL ORDINANCES INCLUDING THE EOLLCWNG- 4- G1_05URES 45 540WN ON TILE PLAIS., 20!3 CA' IFORNIA STATE r LDING C' -^E, Ti -LE 24 PART 2 SHEET (FY.AC,CCO FSU. BARS •5 AND LARGER 5L4LL BE GRADE 60 2013 CALIFORNIA 574TE ELECTRICAL CODE T ITLE 24, FI 3 I 3. REMODEL INSIDE EXISTING WAREHOUSE: INTERIOR PART I T IONS WILL EE BUILT TO 2013' C4LIFCRN'A 574TE MECHANICAL CODE, TITTLE 2d, FAR- 4 j ENCLOSE NEW RE S'Rr.C"15 ANG SMALL OFFICE AP=AS. F`FAM;NG WILL EE 2013 CALIFORNIA STATE F UMBING CODE. TITLE 24, =ART 5 LIC -w? -GAUGE STEEL WITH GY'I i WALLBOARD 5UR.-ACES. IN ADDITION, INTER!CR 2013 G4LfFORNIA STATE ENERGY CODE, TITLE 24, PART 6 NOTE: ELECTRICAL SYSTEMS DY S=PAiIjTE WALLS AND CEILING Cr RE-4iNING BUILDNG- WILL EE PROVIDED WITH A FI\IS-1 \' 5. SUR'C,GE GONSII STING OF FREFIN SLED 26GA LINER PANELS BY BUTLER 2013 CALIFORNIA STATE GLEN BU LDING CODE S74NDARD5, TITLE 24, PART 11 OF __._-__- .. .. MANUE. r ✓ PANELS ARE NON , JG -iURAL ANTO BE INSTALLED 'PC R �\ c.., MANU A � -R'6 ESI=CATIONS. � ( E, GCN5TR. ~TION Or F "'EW4LL A 3-1­"vR PR. FIRE WALL WILL BE CONSTicI TO \ SEPARATE TUE EX'S ING WGREHOUSE :OM THE L04DING DCCK AREA tNHIC4 WILL d. EACH 5UEGCN7R4CT0R 5WALL EX4M,N THE PL4N5 CARErJI LY "LITH 6. HAVE A ROOF COVER E'JIL' UNDER A SEF4RATE PERMIT. , 5=LICE5 I' CONTINUOUS R .NEC= E- ENT FOR BAR ZES 03 LRG',:GH "I TO 7HE ENGINEER FRCIR TO THE BEGINNING- Or WORK _O 5. CCNSTR; C71CN Cr 5PROU7ING EJ"_DING: A NEW 15OX22C't - - I` STEEL EEL BUILDING E r"I LER 1'14NUFAC7'JRING GO-IPANY WITH 51 c BUIL- CONCRETE ) SLAB FLCCR 414D FCJNDAT CNS WILI E_ ERECTED TC LOUSE A GRAIN d=RO'JTNG ✓ESIGN CN 4E B'JILDING.GO'•'IPONEVTS AND F_ATURES SWOWN AND '. OF'E42ATICN. TL! NEW ! I,N! WILL c DI. F T Y ADJACENT :T 7 CPEN To 5 _W Bu LC _: w _L B_ �, R,_C L AD �EN �O, AND i THE EXIS?ING WAR_iJOU5E BUT STRJC7URALLY 6Ec'4R47E LATH ONLY FLASLINC, FOR S SEAL CrC= 'HF E"�GNEER or FCR THE ENTIRE PRCJE.r��.. 1 W A'LER c^"O'EC7'ON CONNECTING 'H oUILDNG5 E. ALL CNC '^"; EOL IS 5H4L: CON' ORM W'TL AS"'' A -F.554, 31: KSI U111 -FSS i 6. CONST R' G ITN'. -R OR S -R J 7 ING E\rL05URE A PRE=AF'R.CATED FNS.-05URF TC � n T;,,c 5=I vG O' -ERA -ION WLR E= CON5Tr : D or M AL-EgCED RIGID - / I =04- PANTS DESIGNED 5r ALL'!'. ENCLOSURE PANELS WILL BE 5'J51FENDED FS C.M • \. AICD 5'R STURGL LY 5'JPPORTED BY E EU'TLER 5 -EFL BL _DNG 45 51�O-N ON TILE PL4N3 EY ALL n I. SP,R:NKLER AND FLU-B'NG: SYSTEMS NOTED W'LL BE INSTALLED IN THK NEW `. BUILDING. I GI NEPAL NOTES CONCF..:^_TE NOTE& I ENG.NEERING DE5 GN LOAD5 : i. CONCRETE 5w4LL BE ACOMMERGI4'LL`- AVAILABLE TRANSIT- MIX RCOF LIVE LOAD. MINIMUMS PER CBC T45LE !r -CIA ED`;ES LAPPED 12' t SEALED PRO.. �.RLY PROPORTIONED 4ND DFLIVERFD TO TLE SITE IN WIND LOCOING BASED ON IIO ME'LiEXPCSURE 'L° Cl READY -MIX TRUCKS- AGGREGATE SIZE 5LALL EE 4 MAY.IMJMI CF 1-1/2" 11 NOTED IN FOUNDATIONS AND 3/4" AT ALL 07�,ER LOCATIONS. SLU--ir' 5w4LL SEISMIC DESIGN. U r; NOT EXCEED 4". CURNG CCMPCJND 5HALL BE 5-R4YED ON ALL SITE CATEGORY; D E EXFOSr-D SwRfACES I�-EDIATE_l" AFTER FIN4L TROWELLING. RISK C47EGCRN" I! 15 II 6!a 5: . 2-' 2. ALL CEMENT 5w4LL CON=OR; 1 TO 45T1- STANDARD C -15O. ALL SD5 - 0.536 SDI : 033 ;1 A. PLANS EBY MUTLEr', MAN'J7ACTURING AGGREGATES 5w4LL CCNFORM TO 45TH 5741DARD C-33. SDC D REST BOOM DETAILS SERs- 50'-5=/SCE° CONrR:-.E USED FOR FOUNDATIONS AND S. 455 ON GRADE 56a4'_L Cs . C.i531/0JbdB r 1 HAVE A M!MM„M 28 -DAY CCM `rRrSSIVE G III C' 3000 F51. AND 4N4LY5ES BY EOUI VALENT LATERAL FORCE METHOD A3 SH4LL NO- CCI LESS THAN 5 1/1 SACKS OF CE - ENT FER CUBIC 056051EIIT''. a -'1a3 DY II SHEETS 1 - 11. YARD. 2. SCNSTRJGTION 6H4LL CON70III TO 'HESE FL4N5 AND ALL 4F=LIC4eLE PROTECTION TITLED "8T" tUCK.EF:5 NEW CODES AND LOCAL ORDINANCES INCLUDING THE EOLLCWNG- 4- REINFORCING BAR SIZES •4 AND SMA'_LER SHALL 54ALL EE GRADE dC 20!3 CA' IFORNIA STATE r LDING C' -^E, Ti -LE 24 PART 2 SHEET (FY.AC,CCO FSU. BARS •5 AND LARGER 5L4LL BE GRADE 60 2013 CALIFORNIA 574TE ELECTRICAL CODE T ITLE 24, FI 3 51"'IUCKEF:5 ADDITION - 01 t (FY=60,000 FSU. ALL REIN--ORCING SL41-L CCNFCR"'I TO ASTM 2013' C4LIFCRN'A 574TE MECHANICAL CODE, TITTLE 2d, FAR- 4 5TANDARD A -6'S EXCEPT- W"'ERE F_E4R I5 TO eE W^LDED WHERE 2013 CALIFORNIA STATE F UMBING CODE. TITLE 24, =ART 5 REINFCRCING CONFORMING TO 457P'I AIC& 5H4LL BE U5ED. 2013 G4LfFORNIA STATE ENERGY CODE, TITLE 24, PART 6 NOTE: ELECTRICAL SYSTEMS DY S=PAiIjTE 2013 C4LIFCFNIA STATE FIRE CODE, TITLE L4 PAR?? 5. REiN<^RC-NG MAY BE WELDED ONLY 45 5LCLN ON THESE RL4N5. 2013 CALIFORNIA STATE GLEN BU LDING CODE S74NDARD5, TITLE 24, PART 11 OF __._-__- .. .. TACK WELDING TO HOLD `Cr', 4LGNMENT Sw4'_L NOT EE 4LLO'W' D crc-, .II, c I c r 3. .,.cL E,. DING „BALL BED GNED BY C' I-..Ro TO CEO AND c F c-RO n c CFC r •� I In :r P E _E S ^v _D ..Y T_ ENGINEER. R A; G A 4 - _ _L AND LARGER r-5'14 REGJIRE^"EtiTS. MANUFACTU?ER 5HALL PCOV:'DE 5'-C= DR4'L!NG5 a. BAR PER AWS DI4_o2, FgI NOT REOJIRE_- FOR EAR SIZES "o AND AND C4LCUL4TI0N5 AS REO'JIRED BY LOCA'_ BUILDING DEFART'-'FNT, 5r -IA LER. d. EACH 5UEGCN7R4CT0R 5WALL EX4M,N THE PL4N5 CARErJI LY "LITH 6. REI\ ..RC!", 5LALL BE LAID CUT TO MiNIM!ZE TwE NJ-E5ER OF 5PLICE5, RESPECT TO ADJOINING WORK. ANY CONELIG'S SPALL BE REPORTED 5=LICE5 I' CONTINUOUS R .NEC= E- ENT FOR BAR ZES 03 LRG',:GH "I TO 7HE ENGINEER FRCIR TO THE BEGINNING- Or WORK _O 5H4LL L4F 3. BAR GIA' _-ERS CR AS NOTED ON 7WE PL4N5. BAR - - I` 5!ZE5 rc� AND LARGER SI-44LL L4E' 40 EAR D!4ME7ER5/ 5. THE SEAL AND SIGNATURE FOR T"ESE PLAN5 AF LIES ONLY TO TILE ✓ESIGN CN 4E B'JILDING.GO'•'IPONEVTS AND F_ATURES SWOWN AND '. UNLESS SHOWN CTLE R'w'S , T".F "^INIM'JM GCNGRE7� =,'ER FCR: SPrC;FICALLY DETAILED ON FSE F! 4N5 AND IS NOT INTENDED 45 THE RCIV .RUNG 5H4LL EE 1 /2 EXCEC°7 Ww EN CONCRETE IS TO BE S SEAL CrC= 'HF E"�GNEER or FCR THE ENTIRE PRCJE.r��.. PLACED D'R_STLY AGAINST EARTw WERE 11' 5"A L BE 3' E. ALL CNC '^"; EOL IS 5H4L: CON' ORM W'TL AS"'' A -F.554, 31: KSI U111 -FSS OTi-+ERJIS _ Nom- . n CPE A'L INS!'ECTICN C= CONCR'E7E FOR FO'JNDA''CNS AND - SLA° -S CN -GRADE 15 NOT REQUIRED PER EXSEPTION5 I, AND 3 TO CEG • &ECT IO. !705.3, _ -, c '- G \ SPECIAL NSF'CCTICI 8. �cN<LFRS IN THE WAS EWATFR CONN R,._ BJ DNG: TILE EXI 'ING WASTEWATER 1 RE0..IRED SPECIAL INSFECTICN5 SH4LL BE P'ERFCRI'1ED BY AN CCNTROL BUIL )ING- TO RE -AN WILL EE =ROV D_D WITH AN AU?CMATIC FIRE INDEPENDENT SPECIAL INSIEGTOR PER CwAPTER' II OF TwE CBC AND EXTINGUISHING 5'"STEM Tl_RC'JGHOU7. �. i LOCAL BJ LDING DEPARTMENT REOUIREMENTS. i 9. ELECTRICAL SYS?E 5 WILL EE INSTALLED UNDER A SEPARATE PER"'11 T. 2. THE SFEC'A- IN5PEC7CR 5HALL BE HIRED BY TLE cILNER AN'D 41` - BY T".F ENGIN= cp �....%,,. /�.; `�_ /�_%`...__ ^'.�'✓'�_.. �'... _/'moi ._.��.�-' �_ /�,/�/\_/'�� ��� ... -' Q 3. 5PEV4L INSPECTOR CERTIF'C4TION5 SH4LL EE SJEMITTED TO TWE E M -F - BJ'LDING C ART" 'N 411TH TILE PER. JT a. CGTIGN. HE SPECIAL F Tr _ T ,. F P T F_ ..F cc vE ' �,/. ,"fir � ,/ [? NS _G.. JS A vE Y HE N , RCR O E N GCN� RUG - BJ LD 1 - P. �G-NNI. G TION. CUI! Dir"I DATA. --201B CTMC OCCU"'ANCY G' OLir': EXISTING WARZHO'JSr- MUILDNSs MAN OCCUPANOY: Al (WA},EHOUSE) AGGESSOr,Y OCCUPANCY: 0 (07-10E) Pi�Or'O::_D le'77CUTING EUILDiNG: Ft t SI: FOOD Fr,0CESSING 4 WAREHOUSE EXISTING WASTEWATER CONTPZOL BUILDNG: FI: INDU5TF:IAL TYrz Or" ccN,Tr":JCTION: TYFt= IID (WITH S" 'r21Ti'KLErw THROLISHOLIT) LOCATION ON F'R07'FrTY (CC`'I?031TE 12UILDIW ): n .r c NO,.TH .:O 70 XIvTITJG QUI M_ E P LD EAST: O' AT FIF:'WALL 5,^'iJTH: 20' TO r3' row ■ 13' CLEAR lIJLJ'ST: 13!5't TO EXISTING E3UILDINS FLOO, Af'-A: r C Pr?0P03CD Ar -:7A! Q P_ . M. EXI€iTING (INCLUDINS C;-ICEh 12,',50 SF. F?D!'OSrD: 15,340 TOTAL:21k`=0 FI - MA'\ ACTU'21NG: NE -U.1 D'JlLDINS 1��,100 WASTEWATER CCNTFZOL (E), 2,400 TOTAL: 19,100 TOTAL Arv_-A - 46,120 51=. ALLOWAE3LE Ar:'_'A: 51: At ■ 11117,00 SF. FI: At - I3,500 S.F. INCF�AS'5: F F'.h' MTEr? W/ 30' CLEAR -Sr6' IF - -0.25) - 063 Is • 2.0 (SPRINKLERS TH70LIGHOUT) 51: An - 11'r,00 ( 1.0 + 0.1a + 20 ) • 65.625 SF. Fl: An ■ 1 ,5EI ( 10 • 0.1 + 2A) - 58,125 S.F. 21`,TO a 19'100 IO F G`: 6D,6n 5!3,125 HEIC-HT (NEW GONSTrUCTION O'NlLYh P'?O'''OSrD HEISLIT ■ 31.9' (MrAN F OOfi) AI_LOWAI5LE HIaIG! 4T - 53' 01 STOr'.IES: SINGLE STOI ALLOJJA5LE : SINGLE STORY OCCUPANTS: 226 OCCU?ANTS (SEE PLAN ON SHEET 41) EXIT f:EQUI ZEE M ITS (SPr_O'JTINC- t WAr':,_HOUSE SECTION ONLYh RT:QUI^ eD: 2 F.EQUIfI FOR 50 02 MOr':.r OCCU'I 230' MAXRM%N TRAVEL DISTANCE P^OPOSrD: 8 EXITS PROVIDED 1Op't MAXIMUM TrAVEL DISTANCE A A ALL INSPECTOR'S HANDWRITTEN LOGS EH41-L BE AV4IL4'_LE ON THE < JOB5'TE FCR REV EW BY BU' DING DEPART`1EN FIELD iNSE'ECTORS.. S. CCFIE5 Cm ALL INSPECTOR REPORTS SHALL BE F LEC WITH THE LOCAL E L DING DEr4R7_N' AND CRANDGLL ENGINEERING. R_FCRTS / SHALL BE FILED WEEKLY DURING CCNSTRJCTICN RE=0RT5 SL=ALL NI NOTE ALL DSCR-FANCIES WIHETHFR CORRECTED OR NOT. r 6. UPON CO Ir E, ION Or 7LE FROJECT, THE 'NSPECTCR S' -TALL S'J5""!T A i FINAL SIGNED REPCR7 STATING W'LIETHER THE WORK RECJIR'NG- SPECIAL INSPECTION WAS, TO THE BEST Cr THE InSPEGTCR'S KNCL_ECGE PER=CRMED IN CCN-CF714NCE TO 'HE 4FPROVED FL4N5 `\ AND SPESIFISATICNS AND TwE Ar'FLIGAB'_E W'ORKI'4N5L'.F' PRCVSION5 Cr THE CEL AND/CR ICG REPGR 1. 5FEC14_ NSF_GTICN 15 REGTJ'II FOR TwE FCLLO".DING ITEMS 4111D PROCEDURE5 AS NOTED. STRENGTH 5C_ -!NG: , A. ALL HIGW „TR_N,stL B„LTS ARc TO EE INSTALLED USING "TUR`: Or "1 TRE NUI" METHOD S�ECIEIEC IN `HE N'NTH EDITION C= THE AISC i "SPECIFiCA7iCN FOR 5'RJCTURA JC NT5 USING 45TH 425 OR 44gC BOLTS" FFRICD'G MONITO , NG OF EC_T TIGw, EN N5 IS AGC^P, ABLE WHEN U,...G TURN OP ?wE NU . c?NOD. P E. INS, ECTOR c ..1 -.ASL VERIFY r: -AT ALL eoLTs AND WASHERS CON-OR'•'f WITH THE RECUIREC SPECF'CA'10N. G. INScEGTCc: 5H41LL VERFY T"Ai THE MFMF R<. ?C BE CONNECTED 4RC PROFERLY AL:G\ED FRICR To T!G T_NING-, G. 7E5TER SH4LL CESERVE THE CALIBRAtiCN PROCFDURE5 WHEN REG IR=D E` THE 45 SPECIE SAT ICN (A325 OR 4490) AND - Mr r � T' T C, r ' ..,N C-" � r_ 'NS?ALLA ION C° B..L 5 TO DETER.^' ".E THAT ALL FLIES or CONNECTED MATERIA- "AVE BEEN DRLUN 'CGETLER. �. TESTING Cr 455 W ! CE EY-4Pc'_IF7, 7E5 ING GCNS,.LT4NG5 F5 - C1_4 cc, =GH'LC, II _ - I GRADING AND FO'uND ^TIC'NS_ ALL EAE -lLORK AND FOOTING EXSAVGTION5 SCALL BE NScECTED EY- A R PRE5EV 4'NE CF 5 -RF.:, :LINE ENGINEERING AS RECO 'ENDED E`' THE SOILS REPORT FOR tHlS PROJEST ANSLORS SET N 1­4RDEIED CCNGRETE ANS^ OR5 ,.. 4NSLOR5 SET IN CCNGRETE RECEIVE SPECIAL NSFEGTICN F -=R T"'S / eECT!CN. ( B. NSF -E_ --CR S"A VEFFY MANI; ACtJRE F', TYPE AND SIZE OF GNCLi`RS FOR CO":FOR'-1 NCE TO THE PLANS. INSPECTOR 5-4LL ALSO I VE,- TLE 5 ZC AND - -IrE CF DRILL EI T USED FOP: EORWG "OLE IN CCNCRETE =OR CONFORMANCE TO THE MANU'FACTURER'S ' RECUIREMENTS, G, INSPECTOR 5LALL VERIFY PROPER DRLLINCs AND GLEANING CE "GLC \, AND IN5ER7'ON OF 4NCHOR, _ A INS:PECTCR S=HALL PEFJCDICA'LLY INS'=EC7 REINFOPS NG IN EX.C4V4TION5 AND FOR"5 PRIOR TO PLACEMEN- OF CONCRETE. IN51 =EC'OR SHALL. VERIFi EAR SIZE, NJMBEF, PLACE .ENT AND G -RADE FOR CON=09;:M4NC_ W:TH 4PFROVED FL4N5. E' INSIEGTCR 5H4LL VERIFY THE USE of THE REOU�RED DESIGN MIX. C. IN5PEC-GR PERICDIGA'LLY OVSERVE FLACNG CF CCNCRE'E AND FIANTAIN A PLACING RECORD INCLUDING DATE, TIME AND F=CII IONS Or CON5TRUSTION PL4CED. D INSPECCR SL4LL I'ICNITOR TAKING C,- '=5T S=EC!MENS FOR STRENG 1 L TESTS, PERT -ORM SLUMP AND DETERM NE Tw_ tE"'P_R4T'JRE or THE CONCRETE. 54M,�''_ES FCR STF.gNG-TFJ TESTS SHALL EE T4KEN 45 REOUiRED BY 4CI 3!8: 5.6. w IL 4 FOUNDATION NOTES I. PROJECT DESIGN IS BASED ON "SOILS !NVESTIG4TION REPORT FOR 5MUGKER5 -ROUTING W4REI-OJ5E" BY STRE4MLINE ENGINEERING DATED MAY 20,201C,. r - c L. ALL X,.AVAT! N AN A 'K. T H E C .� E N L\ .. AL IN N. R .A H L E_ ,.,C NGL W T . : THE EAR:THWCR!G RECO ENDAt1CNS IN THE ABCVc R_=CRT AND BE D RESTED BY THE SOILS ENGINEER. C. SOIL DESIGN VALUES U5ED FOR THIS FROJEQ` ARE A5 FOLLOW: BEARING CAPACITY: 1TCO FSF FOR DEAD " LIVE LOAD LATERAL EE4R.NG: 100 PCF 33q INGRF45E 4LLOW=D FOR SHORT DURATION LOADS 4, ALL FOOTINGS UNLESS NOTED OTHEF_i- SHALL BE SET AT LEAST I5 B= -LOW ADJAr„EN' FI'J ISwED GRADE. 5. FOOTING EX.C4VA7ICNS 5H4LL E \SPEG7ED AND 4FPRGVED BY A RF-PRESENTATIvE Or BTRFAMLINE ENGINEERING PRICK TO THE 5`L4GING Or CONCRETE. LIGHT GAl-k-F7 STEEL F^.AMNG !. 41-L LIGHT G4'JG_ 5 EEL STUDS, JC 51E AND TRACK 5H4_L BE GALv4N LED r C, P4INTED Sw4PE5 MADE FROM STEEL CONMCRM:NG TO ASTM 4448. GRADE 4 M,'M WITH A I'^" .�.. YIELD POINT OF 32,000 F51. SLAFES AND 5't S NOTED ON TIL=SE FLANS A' STANDARD SLAc F5 AS LISTED IN THE STt L 57JD MAN. AGTURERS Ac r.CI.TION GArA_C/ AND I.C.G. R,_PORT FSR NC 3C64F OR - L F r,.n I - USG S ti t WA SECTIONS M LFR I _ 7 LL EcTING i_ � EQU R- 'EN FOR F R-- ' A 5 C UL _ L, LL AS E c 'I r ,. A M Y L U�•5 YS C G /'. 2. CCMPS ONEN'USED FCS SECONDARY IN 'a_ FIRE-ENG'NEEREG 'L 5TEE- BUILDING Sw4LL BE 5TANDARD C^ .F✓:ENTS 45 MANJFGGTJRED EY CJ -LER M4NUE4-­TURI NG CC"IFVANY 3. ALL FR4MING DETAILS FOR NON-BEARING. NON-5TRUCTUR41L FAR^TIONS 5144LL AS 5'-�OJri IN ESR 3CII USING SCR_'WED CONNECTIONS UNLESS 5w0 -1N O7I-IER'W!5E ON 7H_SE PIANS. 4 ALL STUD WALLS 51-44LL NAVE CONTNCOJS Tom ASND r0770M TRACKS C: 7.,ICK- NE55 I".4TC"ING STUDS UNLESS NOTED CTaHPI ISE TOP 7RACK5 ST=ALL SE aF IrCc.� WIT Iw c. IS7ON; C= IDENTICAL MATERIAL INVERTED AND L4FPED 1' ON EACH SECTION AND ATTACHED LJTH 4 MIN,IMJI- OF: 3 --IO X I" SCREWS `.HRO,*IN EACH FLAN!E CF EAC'W PECE CR AS 5-'OwN ON TwE PL4N5. 5_ ALL E07T0M TR4CK 5-lALL BE 4TT4CwED TO CONCRETE SUB5TR'JCTURE W"TH 0.14"0 X 1 12" SLOT FNS AT 24" O.C_ UNLESS NOTED OTLERL15E. 6 CONNECTIONS 0= LIGUT GAUGE STEEL FRAMING SWA_L BE ACrO E"L'SHED BY FANS C? SELF DRILLING ?EK ECF'EWS or Iw_. SIZE INDICATED ON -wE FLANS. w.+_'I CONNECTION IS NOT SPECIE CALLY' SI,O N, IT 5H4LL BE MADE 45 NOTED E_LIOX CRP R TLE STANDA�'D DETAILS 5! 0,_N IN THE 57EE'_ Fr`4"1ING MANUF4S URE; S SrI F!C4TION5 AN- A'E IS REPORT. STUD TO TRCCK:: I - •O SCRFW EAG FLANGE JOIST TO TRACK: 2 - • 0 SCREWS TO WA'_L TO- TRACK (I THROUGw CLC5URE TRACK) AND I SCREW TC TOP FLANGE OF CLOSURE TRACK E'RIDG ING TO JOISTS: 1 - 'LO 5CREUJ AT EACH CROS5ING ERASING TC STUDS: I •i0 SC,REW AT EAC" CR055NG 1 SCREW' LENGTH 5i44LL BE 4DEQUATE TO FENIETRATE ALL REOJ:RED COMFCNEN75 AND PROVIDE AT LEAST 1/4" PROJECTION OF THE TI-IREADED III BEYCND THE LAS' CCMFvN_NT. 8. SCREW THREADS FOR EAGw SIZE SCREW 5w4LL BE A5 FCLLcI UNLESS SPCGIFIGALLY NOTED OTWERWIISE: •3 5CREWS -15 TWR=AD5 FER !NCH 0'0 SCREWS 15 'HEE41D5 FCR INCH •�2, •'4 A 1/4 SCREWS - 14 TLREADS FER INCH 9 SCREWS FOR FASTENING STEEL TO 5 -EEL 51-441-L BE STANDARD HEXAGONAL HEAD 5CREW15 UN_E5S LEADS'14-1 INTERS R- WITH IN57ALL47ION CT F.'NIS-1 S..R=AC NG WA ERE P4N-HEADED ECR WS h'AY BE USED. SCREWS USED TO FASTEN FL -WOOD 5H4LL BF WAFER HEAD SCREWS. IC, MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE 45 FOLLCWS: •P, - 1/2 MIN '•'UM •IO t 0:2 - 3/4' MINI"IU"1 _ 014 t 1/4 - I" MIN!Mi1^t II. WHERE SHEET METALS Cr DIFFERENT THICKNESS ARE TO BE F457ENED, SCREWS 5L4LL BE DRIVEN 50 TI -!AT THE TWINNER META,- IS FIR5T FENE'RATED. 12. ALL BCLTS AND 4NCwOR ROD SHALL BE AS FOLLCW': 441GLI STRENGTH BOLTS 645B1 - 45TM 4325, TYFC N 3 SECONDAR`` 5CL71NG (HEX BOLTS) - ASTM 436 (GRADE 2) 4NCLOR BOLT5 < TIE ROD - 45TH F1554 (C -''FADE 3 F 'OJEGT LOCATION: PROJECT OUN'ERl 31 SPEEDWAY AVE. SMUCKER NATU".AL FOODS, INC. CHICO, CA 93928 P.O. BOX - S GHIGO, CA 5921 6 5L GrK LETTERS R. 5 ON LONG w .R _ FZ2TE -- w LE .. c ..,. ✓ WASHOUT X----- 1r C, -------i I 3'X 2't FlfI PLACE WITH I)<2X24" AT BOTL SIDES NOT MORE -"AN 6' O.G- p� FOR FULL PER'METER ' \IO MIL V SOUEEN LINER WITH EDGES LAFPED 12" _N -------- I SEALED 14424" STAKES EA SIDE Cr FRAME Co 2X12 FRAME HE=LD FIRMLY 1N PLACE WiTH IXLXLd`. 6TAKE_5 4' BOTH SIDES NOT MC�E THAN 6' O.C. FCR FULL PERIMETER Q O PTL VISOJEEN LINER WITw 51.1 FOUNDATION PLAN 1 A, ED`;ES LAPPED 12' t SEALED Ci o Cl I 11 NOTED 1 , N,I, U r; In u1 E REVIEVVEU FOR CODE CdnAPLIANCE AUG I $ 201S INTERWEST CONSUL 114r, rr)0` SOIL LOSS t STOF:IWATER POLLUTION F°, VENTION 1. NO 5GIL DISTURBANCE 5144LL OCCUR PRICK TO OBTAINING A �I IN e LD GOR GRADING F .RMI T E 2. PARTY RESPONSIB'_E FOR IMFLE NT %TION Cr 57CR"^WATER AND EROSION CONTROL FEATURES STALL BE: NORTH V4 -LEY BJILD''NG SY51EI•"5 CONTACT: BRET WOOD 30 SEVILLE COURT CHICC CA 95'28 PHONE: (530)3,15-129b 3. EROSION CONTR.O'_ 1"'E4SURE5 5HALL EE IN PLACE BETWEEN OCTOEER 15 AND AmRTL 15 AND WLIENEVER RAIN 15 FOREC45T FCR THE PROJECT VICINITY'. 4. CONSTRUCTION 5H4LL BE SCNED'JLED AND EXECUTED IN A P•I4NNER THAT LIMITS BCTH SOIL EROSION AND =OTENTIAL 570R WATER POLLUTION AS REOU;RED BY TLE CALIFORNIA GREEN E'JILD!NG CODES STANDARD SECTION 5.106, 5 I-EASURES NOTED 5H41LL BE IMPLEMENTED TO CCN. CRM -'LITL TWE eFS- MANAGEMENT PRACTICES' lBMP'S) OUTLINED IN E CALIFORNIA STORM WATER CUA'-ITY AS50C'4TION LAD NBOOK, NM OVEBER 2CO9 EDITION, 6. ANY SOIL TRACKED FROM T44E SITE INTO TLE PUBLIC STREET 5HALL BE CLEANED UP AT TLE END C= EACH WC!ZK DAY. 11 INACTIVE SOIL STOCKPILES 51­44LL BE COVERED. ACTIVE SOIL P' G E C I E - r T 5TOCK. _ „SHA � PRIOR _ _ _L .._ COVERED RCR I ANY R A O O �.. 5 RAIN EVEN?. 8, EROSION CONTROL MEASURES 5LALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION UNTIL ALL 1 EPGEc Ic c CCVER_E D W'.tH PAVING, VEGETATION OR OTHER FINIS'4 SUR=AGING AS 5-401 ON TLE P,.4N5. 1 . W45HING Cr CONCRETE EOUIP�`,ENT AND TOOLS AT ANY LOCATION 071­4ER THAN THE DESIGNATED WA5H-OJT 5HCiW ON TLE FL4N5 I5 4 VIOLATION OF LAW AND 5„BJECT -O FINE. 0 Q C) N � N n 0e) to u, uwC)r -.j M' J ul M V) III 0- 0() 0() Lu M - x U o' x G Q ca a''', 51.1 FOUNDATION PLAN 1 A, "i'I rl Ci o Cl I 1.1 NOTED p CX C2 U r; ICw3d..' u1 E A1.1 FLOOr, PLAN 15 to Al2 ARCHITECTURAL DETAILS A. PLANS EBY MUTLEr', MAN'J7ACTURING A13 REST BOOM DETAILS A2 ELEVATIONS r 1 Q 0. PLANS FOP: 5Pr-OUTINC% ENCLOSU7ZE BY AWIP A3 SECTIONS 056051EIIT''. a -'1a3 DY II SHEETS 1 - 11. `-,cF'I^�IF°� C- Fir= 51"RINK,LER PLANS BY FOOTHILL FIFE PROTECTION TITLED "8T" tUCK.EF:5 NEW BUILDING. SH,_ET5 1 42. rn SHEET D. TITLE 24 ENEr' SY DOCUMENTATION FOR 51"'IUCKEF:5 ADDITION - 01 t RESTROOMS' DATED -1/12/16, f'Fz=-F'AF',=D 134 11 DONNA WALLAC:M, SHE=ETI EC1 4 EC2 v NOTE: ELECTRICAL SYSTEMS DY S=PAiIjTE J AUG 18 ?0If+ N,. OF __._-__- .. .. INTER><L'I ST a. _O I` 0 Q C) N � N n 0e) to u, uwC)r -.j M' J ul M V) III 0- 0() 0() Lu M - x U o' x G INDEX OF Df?,4W1NIG5 Q ca a''', 51.1 FOUNDATION PLAN 1 NOTES "i'I rl Ci o Cl I � NOTED p CX C2 U r; INDEX OF Df?,4W1NIG5 Q 51.1 FOUNDATION PLAN CO NOTES "i'I rl Ci o Cl SITE PLAN )d) NOTED p CX C2 PAf7,KINS PLAN ICw3d..' u1 E A1.1 FLOOr, PLAN 15 to Al2 ARCHITECTURAL DETAILS A. PLANS EBY MUTLEr', MAN'J7ACTURING A13 REST BOOM DETAILS A2 ELEVATIONS 0. PLANS FOP: 5Pr-OUTINC% ENCLOSU7ZE BY AWIP A3 SECTIONS 056051EIIT''. a -'1a3 DY II SHEETS 1 - 11. `-,cF'I^�IF°� A4 Nr'EWALL DETAILS 51.1 FOUNDATION PLAN F 512 FOUNDATION DETAILS 1 1 .... _.. __ 52 FRAMING DETAILS ... SCALE: PI PLUMBING PLAN NOTED P2 PLUMBING DETAILS JOS No: Gl Gf :EN CODE CHECKLIST ICw3d..' MI MECHANICAL PLANT E M2 MECHANICAL DETAILS �I V� F ,°,(,,,« C 15 SEE: ALSO FLANS BY OTHERS: QFerESSI A. PLANS EBY MUTLEr', MAN'J7ACTURING COMPANY FOR JOM 16-009040, SH=TS 1-27. 0. PLANS FOP: 5Pr-OUTINC% ENCLOSU7ZE BY AWIP C e/3�/le TITLi_D 'SMUCKERS NATURAL FOODS' JOF3 056051EIIT''. a -'1a3 DY II SHEETS 1 - 11. `-,cF'I^�IF°� C- Fir= 51"RINK,LER PLANS BY FOOTHILL FIFE PROTECTION TITLED "8T" tUCK.EF:5 NEW BUILDING. SH,_ET5 1 42. SHEET D. TITLE 24 ENEr' SY DOCUMENTATION FOR 51"'IUCKEF:5 ADDITION - 01 t RESTROOMS' DATED -1/12/16, f'Fz=-F'AF',=D 134 11 DONNA WALLAC:M, SHE=ETI EC1 4 EC2 v NOTE: ELECTRICAL SYSTEMS DY S=PAiIjTE F'r_f IIT. AUG 18 ?0If+ N,. OF __._-__- .. .. INTER><L'I ST C01SUt:rNG CROUP PROPER:" ExIEt;Nrb C)�s i{Sw e ts, N GXI3TWGs COLD STOJ ;A!': Wtr-.THOU =; e"0000 Sf t TYI'w r-73 WITH H r' ; "'��Crn ~ti r EXISTfNG• FAVED DRIVE t STORAGE AREA WATT- CONTT-.JL G•JILDINCa 00 0 'o � Co EE R�"^CVED DEMO 8G'x120' Ex15T'NG PAv=D DRIVE -�1` i j rE1- /--VIF X0,000 Si- t I a' - rvi U-uo CCNVEY'CR ABOVE _ �RCo- C- Ex 5, NG '- EXISTING ELEVATED EJILDNG OI /ccN�=T-oR 70 F:Ef"AIN ci<*T i�. ,7 WA'-ia..... I J i c ty` i .000K rlov;: , ' r. fL I ' MY Sr'rrAr.ATI*. Grl"e' j!" Orr. -.U` A!'�Y I , a_ jar• - �,. � FARK:NG SPACE ui .c r r r r. :: r r r F: n v, II I A�-r'-5S'F'LE �RavE To NEw e,JILDING �-- I AND �,EOJIRED rAr'.Ll-;E5 - �._,` �l Ex15T;NG PAVED DRIVE — �� � � / t STORAGE AREA MUTTS COUNTY DT=.W. NOTE -7,'", I. GALL EU TE COUNTY DEPART"ENT Cr- PU5LIG WORKS AT 538 "8. TO SGu-CJ''_E INSPECTION AT LE45T 24 J uOURS FR�OR TO CCN57RJS ICN. 2. APPROVED FOR GON5TR'JGTION } M'A'KE GRUMP RCE 41 11 DATE ) DIRECTOR OF PUBLIC WORK5 REG. EXFtRE5 3/3i/IFS I Pd r-UTTE CO. AFN 040 -310 -OW -000 L: DUTTE CO Arsi 040-310-0-;3 1'.FY f Ex.5;4�G EUILGING TO REMAIN w� I EX15TING ELnLDING TO EE RE`^OVED L ---J L.L - PROP05ED NEW EU:'LDNG - THIS PROJECT " MANU-ACTUr''ING •1 PROPOSED NEW BUILDNG E" SEPARATE FERMI- . ,' L' ' J OI.C—P I- SITE DrAIW*=- WILL NOT GE AVF-"CTfD DY THI5 f=7,0JECT AS ALL GU!LDw-:s A^ S AI"' CUr~"2ITLY CO\/VrZD MY , OUS CO`: f'znT1= Or. A5''HALT PAVIN"S. Ex15T'NG PAv=D DRIVE -�1` i j rE1- /--VIF X0,000 Si- t I a' - rvi U-uo CCNVEY'CR ABOVE _ �RCo- C- Ex 5, NG '- EXISTING ELEVATED EJILDNG OI /ccN�=T-oR 70 F:Ef"AIN ci<*T i�. ,7 WA'-ia..... I J i c ty` i .000K rlov;: , ' r. fL I ' MY Sr'rrAr.ATI*. Grl"e' j!" Orr. -.U` A!'�Y I , a_ jar• - �,. � FARK:NG SPACE ui .c r r r r. :: r r r F: n v, II I A�-r'-5S'F'LE �RavE To NEw e,JILDING �-- I AND �,EOJIRED rAr'.Ll-;E5 - �._,` �l Ex15T;NG PAVED DRIVE — �� � � / t STORAGE AREA MUTTS COUNTY DT=.W. NOTE -7,'", I. GALL EU TE COUNTY DEPART"ENT Cr- PU5LIG WORKS AT 538 "8. TO SGu-CJ''_E INSPECTION AT LE45T 24 J uOURS FR�OR TO CCN57RJS ICN. 2. APPROVED FOR GON5TR'JGTION } M'A'KE GRUMP RCE 41 11 DATE ) DIRECTOR OF PUBLIC WORK5 REG. EXFtRE5 3/3i/IFS I Pd r-UTTE CO. AFN 040 -310 -OW -000 U f r C r r r r r r r r r r r 3 AGGES5'ELE PATu� �'+ C NEW r- ILD'.NC- EX'5TING- e: ACGESSIELE r, PARKING 5P4CE n n ACCE551BLE FATu TO "' FUELIG 51DEW41-K r, w Is r r SIC -,N3 t PAVCM'ENT MAF'4GIW,5 \� I INTERNATIONAL SYMBOL O° AGCE551E'.LI T Y SIGN INDIGATINC - PUBLIC ENTRANCE. GE,r, 118103.2.1 S�TIP,_E WArN3 MAT WITu rRUNSATED COc 2 GLUE-DO;,N DETEC, GON=GR"'" N'G W'TN GEC; IIB -24 5EE C:I .�� DIRECTIONAL 51GN INDICATING '5`R0'JTING FAG'_ITY OF -ICE' l?J WI 14 ARROW S-OW'NG [DIRECTION O= TRAVEL S=L OCTAIL CCLOW F02 THIS AfxA W'DTu AS 5uO'WN U w� EX15TINfs LJ& I DIRECTION MANU-ACTUr''ING W4`^TN J^ V�l�;r-UILD1'�S TVQJCK RAMP (E pl -iI i r—^'OD'-LED MAT 'JUITu TRUNCATED r r ..nE3 ME5 GCN=ORMING TO INST.4LL PER —_-- 1t�5,1.1.1 } MAN IFAC'URER'S / ao I=ICATIONS ON <J em P r• U f r C r r r r r r r r r r r 3 AGGES5'ELE PATu� �'+ C NEW r- ILD'.NC- EX'5TING- e: ACGESSIELE r, PARKING 5P4CE n n ACCE551BLE FATu TO "' FUELIG 51DEW41-K r, w Is r r SIC -,N3 t PAVCM'ENT MAF'4GIW,5 \� I INTERNATIONAL SYMBOL O° AGCE551E'.LI T Y SIGN INDIGATINC - PUBLIC ENTRANCE. 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C= CE 3- �,R =.R, 3070 II SELF: CLO5;NG KEY: 4 ;R WA -L "-1CIJNTE::) POWER V= -N-, LA'10'1 P4N6 U"`'H RAIN WOOD AND 114 GALVANIZED 5CREEVNG, SEE '-,ECI,,4NIC4L =LAN -CT/-L OF 2. ------- t ------ 1-- 14' SCR WALL r-IO,-'NTFD INTAKE vEN-8 '/4" GALVANIZED AND RAIN u00 - SEE PLAN. -C-4- Op 2. -RENCI`4 DcR4!"4 455F-,aL- REVIEM--o FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTINrZ npno I i I II LI i I (Y UJ Z, ------- --- cn i Uj pll II '7 co C) cm ca Lu C)� ILI la fi' > 0 111 (L) in j 0— �z 0 cc 9L YO III i or. I Lu, 7 JP f, v 0 m co J; f- W Qi U C) u Q t —0 0 eo C4 co a c 0 Ld SCALE: JOB NO: 'j, PILE : LC5 1934 'p. 8/30/18 Cl i�- op, DOOR MEN'S RR EXISTING WOOD FRAMED ENDWALL TO REMAIN NEW 3 -HR F.R. WALL. SEE SWEET A4 i 2 \ Q Q U� THRESWOLD L , TACTILE EXIT 515N\ 7I \ BUILDING INTERIOR INTERNATIONALS SYMBOL OF 'n ACCESSIBILITY SIGN DOOR LANDING AREA2'-C° TO BE SMOOTH HARD SUR -ACE CONCRETE OR A.C. PAVING) WITH MAXIPIUM 5LCPE NOT MORE THAN 1/4" PER FOOT MAIL bs EXIT DOOR IMQUIREM 4T8 1. ALL EXIT DOORS SWALL BE OPENABLE FROM THE tN5!DE OTWOUT THE USE OF A KEY. SPECIAL KNOI:.LEDGE OR E -FORT. 2. DOOR HARDWARE SWALL CCN7-0;;T1 TO CBG SECTION 1000,1,e AND BE MOUNTED BETWEEN 34" ♦ 44" ABOVE THE FIN15WED FLOOR DOOR HARDWARE SHALL BE SINGLE-E=CRT, LEVER TYPE HARDWARE CCNFORMNG TO CBC II5-4C4Z' AND NOT REQUIRING TIGWT GRASPING, PINCWING OR T,;1ISTING CF THE WR'5T TO OPERATE. 3. THE BOTTO`1 10" OF ALL DOORS SWALL HAVE A 5M00TH UNINTERRUPTED 5'JR-'ACE TO ALLCj TWE DOOR TO BE CPENED BY A WWEELCHAIR FOOTREST WITHOUT CATCW'NG OR CREATING A HAZARD'OlU5 CONDITION. CBC 05-4C42J0 4, THE MAXIMUM EFFORT REOU!RED TO OPEN DCOR5 (OTWER THAN FIRE DOC") SHALL NOT EXCEED 5 LBS. CBC II5-4O42.' 5, EXIT SIGNS SWALL BE INSTALLED AT ALL EXIT DOORUJAY5 AS REQUIRED BY CBC SECTION 100.0. SIGNS SHALL BE REA✓ILY VISIBLE FROM ANY DIRECTION CF EGRESS TRAVEL. i 6. ALL GRADE LEVEL EXIT DOORS SWALL BE IDENTIFIED ON TWE INSIDE WtTW TACTILE EXIT 5!5NAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR 5TA!RWAY CCN'FoRMNG TO CBC SECTION 10113. SIGNS SWALL BE MOUNTED BETWEEN 4a" AND (,C" AFF. SIGN MARKING SHALL CONFORM TO CEC IIB -703.3, ITEM 1. 1, ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATICNAL SYMBOL Cr- ACCESSIBILITY SIGN CONFOFd•'!NG TO CBC SECTION IB -103.1.2.1. SIGN SWALL BE POSTED ADJACENT TO TWE DOOR AT b0" ABOVE THE WALKING SURFACE. r r =9 INSTALL NEW 3 -HR F,R. '^GOR :N EXISTING COMPC51TE WALL v r 1 Ir"o F=AINT=-[ 36" WIGtJ HANDRAIL TO EXTEND AROUND i ENCLOSE LANDING I I1/2"b STEEL PIPE HANDRAIL BOTW SIDES D:?AIL G Q. ALL WELD5 TO BE GROUND SMOOTH PRIOR 12" TO PAINTING PREFABRICATED 1 /2"01 STEEL PIPE uANC,4AfL ASSEMBLY EAGHI SIDE OF RAMP. _. UPPER HANDRAIL TERMINATION AT /Es'JILDING SIDE EXTEND HANDRAIL AROUND OPEN SIDES OF I LANDING I 1/2 4, STEEL PIPE --- PAINTED (TYPICAL) i v IN 12 O CONCRETE RAMP CAST ON GRAVEL FILL Sly ,ARIES (45 RECUUIRREE�DlFOR 833% MAX SLOPE) i.av�.� e , ALL WELDS TO BE GROUND 5MCOTH PRIOR TO PAINTING PREFABRICATED 1 1/2"0 STEEL PIPE GUARD ASSEMBLY EAGW \ _ 74 \CONCRETE RAMP CAST( it ON GRAVEL FILL 912 1 EX15TING 2X6 WOOD STUDS TO REMAIN ,jqy IR.U. DOOR 12" MAX -(f —RU- 9 I Y TYP KEY I 1 10 SKYLIGHT/SMOKE VENT, 48" X?6" 5!NGLE j C LEAF, SINGLE DOME 51-I0KE WATCH WITW FUSIBLE LINK AS MANUFACTURED BY R45 t MANUFACTURING A SALES. TOTAL OF 10 1 0I 1 10' ABS ROOF VENT WITI-I BIRD SCREEN 4 1 MANUAL DAMPERS, (E) INDICATES EXISTING r L L ..,/ STEEL ROD X -BRACING AT p.00F BY I �� BUILDING MANUFACTURER y y LU UNISTRUT 9PI001 (h/HX31iiX 12 GA BAGK-70 � U BAGK) GCNTINUOU5 AT UNDERSIDE OF z! BUTLER PURLINS ALICC W;T AWIP PANEL ' Q >< >< >< }_ SUPPORT LINES. SEE,( (L / 920 0 j z I EXISTING 6 CONVEYOR TO 7Q IG REMAINQI z Gi �� ! - /\ EXISTING ROD S \BRACING AT ROOF W Q 4 WALL5 TO REMAIN +W �I OTS'l (E) E) (E) (E) 0 co to W W 01 •p { mWtn j UJ I'' N V I c I '..�...r 1 �•L ° � U W 1 1 T _ VC p /� s OOF 1 LAN.- 1/32"=V-011 10 a 61 z SECTIONS OF III EXISTING i FIREWAvi PROPOSED EXISTING 2X6 BE REMX16" O.C. 70 3-WOUR t O REMAIN ; FIREWALL REPLACE FIN!SW SURFACES EA<'H 550CI31-43SIDE TO MATH E STUDS ev, O.C. CUT STUDS NEAT EXISTING FCR FULL"8X/2" SCREWS/ - BEARING ONO EA SIDE OF EACH STUD BASE RUIUNE, 010 SCREW EACH SIDE AT EACH 550715G 0-43 STUD AE' �- 'RGK TO•4 HJ rN=_WINTERIOR U }"� i� 2 - SC0513'1-68 Q INrERIQ R vl � ` /Bc7roM i I PARTITIONS / ��' .'• ' �i 7 / > �1 w •r -a �� li II li II II II (I II II II I .., ..., ., . EXISTING I1- t.1• / ay M ,•.,..�... ; f, CONCRETE 010 SCREWS 0 16" % b Q u �bJ jyEOR g/15�%l� AS SHO IN CC. TYPICAL d ( Nv_R' TRA K ; y to U UJi LOCATIONS AS �iUWERE LIGHT 511 .P5CN 1/2' o X 3' TITEN SWOWNuj WD CONCFRETE SCREWI GAUGE FRAMING { D 7. ANCWO!r; AT 32' C.G. OCCURS BLOW �,� LOCATE I 4NC•-1 ! C4 w rulA 2" P AIL o CF EACH END OF BASE R'JU NNC_R SECTION. Q _ Q PITAIL 4z ¢ m m 51MPSON Z W'Tu g_+14 K!NGc_UD A G FULL -WEIGHT SCREWS TO ' CENTER ZI E W 2X6 STUD T(7 CF HOLDO'y:N TO ALIGN W/ 5505!62-43 r • ! 0 RE,-141N� CENTER Cr- 57UD R1 Qj Q� a C 5505162-43 5TUD <IN.35TUD 'C / /�/�! a 0 \ T 51MPSON I/2"41 F6" IC y . 0=. TEN HD CONCRETE \ 5507150-43 BASE PINNER 51MP50N 7514605 SCREW ANGWOR _.I SGRE'w5 a 12" C.C- I I INSTALL 550516 2-43 ' STUDS 9 16" O.C. AS •'"' .I ., SWCWN SPECIAL INSPECTION REQUIRED :SCALE: I NOTED FOR INSTLLATION OF ANCHORS CUT AWA!JOB NO: !SO34A Y FLANGES li ON HEADER PCAIL SECTIONS 455W0'WN. .+ / t, \J se.9\"UUse. \Jesxtop \tSU3 TYPICAL EA SIDE +FlLE'SUUCKERS\A SPROUTING ., m OINCA034A—WCRK4.dwa IZ 4 . 010 -Q SCREWS 'II1\1 r EA SIDE L r = WOOD STUD T01 REMAIN .r •I I �� EXISTING R.O. CONCRETE 12 4'-5" WALL REMOVE CONCRETE WALL MAXIMUM T4I5 ARAE PIT 1! NOTE: ..� CONTRACTOR TO SHORE EXISTING ROOF DURING CONSTRUCTION OF THIS SECTION • 550Ti50-43 • RACK TOP t • -- - BOTTOM 2 - 8005131-68 SSOCI31-43 K!NGGSTTU/D. 0 MAIL /RN . -- L•n REVIEWED FOR CODE COMPLIANCE AUG 18 2015 INTERWEST CONSULTING GROUP rhe �Ja3�2 1/ DO.�t�, OF CA 1/31/2CI6 4102 OF 11 �UJOMEN'S soba RR UNISEX FR .n 3068 fir_ o u I C1 g + 344" AFF. FF. I AIL �iv.ra i 2 \ Q Q U� THRESWOLD L , TACTILE EXIT 515N\ 7I \ BUILDING INTERIOR INTERNATIONALS SYMBOL OF 'n ACCESSIBILITY SIGN DOOR LANDING AREA2'-C° TO BE SMOOTH HARD SUR -ACE CONCRETE OR A.C. PAVING) WITH MAXIPIUM 5LCPE NOT MORE THAN 1/4" PER FOOT MAIL bs EXIT DOOR IMQUIREM 4T8 1. ALL EXIT DOORS SWALL BE OPENABLE FROM THE tN5!DE OTWOUT THE USE OF A KEY. SPECIAL KNOI:.LEDGE OR E -FORT. 2. DOOR HARDWARE SWALL CCN7-0;;T1 TO CBG SECTION 1000,1,e AND BE MOUNTED BETWEEN 34" ♦ 44" ABOVE THE FIN15WED FLOOR DOOR HARDWARE SHALL BE SINGLE-E=CRT, LEVER TYPE HARDWARE CCNFORMNG TO CBC II5-4C4Z' AND NOT REQUIRING TIGWT GRASPING, PINCWING OR T,;1ISTING CF THE WR'5T TO OPERATE. 3. THE BOTTO`1 10" OF ALL DOORS SWALL HAVE A 5M00TH UNINTERRUPTED 5'JR-'ACE TO ALLCj TWE DOOR TO BE CPENED BY A WWEELCHAIR FOOTREST WITHOUT CATCW'NG OR CREATING A HAZARD'OlU5 CONDITION. CBC 05-4C42J0 4, THE MAXIMUM EFFORT REOU!RED TO OPEN DCOR5 (OTWER THAN FIRE DOC") SHALL NOT EXCEED 5 LBS. CBC II5-4O42.' 5, EXIT SIGNS SWALL BE INSTALLED AT ALL EXIT DOORUJAY5 AS REQUIRED BY CBC SECTION 100.0. SIGNS SHALL BE REA✓ILY VISIBLE FROM ANY DIRECTION CF EGRESS TRAVEL. i 6. ALL GRADE LEVEL EXIT DOORS SWALL BE IDENTIFIED ON TWE INSIDE WtTW TACTILE EXIT 5!5NAGE FOR GRADE LEVEL EXITS WITHOUT RAMP OR 5TA!RWAY CCN'FoRMNG TO CBC SECTION 10113. SIGNS SWALL BE MOUNTED BETWEEN 4a" AND (,C" AFF. SIGN MARKING SHALL CONFORM TO CEC IIB -703.3, ITEM 1. 1, ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AT THE EXTERIOR WITH AND INTERNATICNAL SYMBOL Cr- ACCESSIBILITY SIGN CONFOFd•'!NG TO CBC SECTION IB -103.1.2.1. SIGN SWALL BE POSTED ADJACENT TO TWE DOOR AT b0" ABOVE THE WALKING SURFACE. r r =9 INSTALL NEW 3 -HR F,R. '^GOR :N EXISTING COMPC51TE WALL v r 1 Ir"o F=AINT=-[ 36" WIGtJ HANDRAIL TO EXTEND AROUND i ENCLOSE LANDING I I1/2"b STEEL PIPE HANDRAIL BOTW SIDES D:?AIL G Q. ALL WELD5 TO BE GROUND SMOOTH PRIOR 12" TO PAINTING PREFABRICATED 1 /2"01 STEEL PIPE uANC,4AfL ASSEMBLY EAGHI SIDE OF RAMP. _. UPPER HANDRAIL TERMINATION AT /Es'JILDING SIDE EXTEND HANDRAIL AROUND OPEN SIDES OF I LANDING I 1/2 4, STEEL PIPE --- PAINTED (TYPICAL) i v IN 12 O CONCRETE RAMP CAST ON GRAVEL FILL Sly ,ARIES (45 RECUUIRREE�DlFOR 833% MAX SLOPE) i.av�.� e , ALL WELDS TO BE GROUND 5MCOTH PRIOR TO PAINTING PREFABRICATED 1 1/2"0 STEEL PIPE GUARD ASSEMBLY EAGW \ _ 74 \CONCRETE RAMP CAST( it ON GRAVEL FILL 912 1 EX15TING 2X6 WOOD STUDS TO REMAIN ,jqy IR.U. DOOR 12" MAX -(f —RU- 9 I Y TYP KEY I 1 10 SKYLIGHT/SMOKE VENT, 48" X?6" 5!NGLE j C LEAF, SINGLE DOME 51-I0KE WATCH WITW FUSIBLE LINK AS MANUFACTURED BY R45 t MANUFACTURING A SALES. TOTAL OF 10 1 0I 1 10' ABS ROOF VENT WITI-I BIRD SCREEN 4 1 MANUAL DAMPERS, (E) INDICATES EXISTING r L L ..,/ STEEL ROD X -BRACING AT p.00F BY I �� BUILDING MANUFACTURER y y LU UNISTRUT 9PI001 (h/HX31iiX 12 GA BAGK-70 � U BAGK) GCNTINUOU5 AT UNDERSIDE OF z! BUTLER PURLINS ALICC W;T AWIP PANEL ' Q >< >< >< }_ SUPPORT LINES. SEE,( (L / 920 0 j z I EXISTING 6 CONVEYOR TO 7Q IG REMAINQI z Gi �� ! - /\ EXISTING ROD S \BRACING AT ROOF W Q 4 WALL5 TO REMAIN +W �I OTS'l (E) E) (E) (E) 0 co to W W 01 •p { mWtn j UJ I'' N V I c I '..�...r 1 �•L ° � U W 1 1 T _ VC p /� s OOF 1 LAN.- 1/32"=V-011 10 a 61 z SECTIONS OF III EXISTING i FIREWAvi PROPOSED EXISTING 2X6 BE REMX16" O.C. 70 3-WOUR t O REMAIN ; FIREWALL REPLACE FIN!SW SURFACES EA<'H 550CI31-43SIDE TO MATH E STUDS ev, O.C. CUT STUDS NEAT EXISTING FCR FULL"8X/2" SCREWS/ - BEARING ONO EA SIDE OF EACH STUD BASE RUIUNE, 010 SCREW EACH SIDE AT EACH 550715G 0-43 STUD AE' �- 'RGK TO•4 HJ rN=_WINTERIOR U }"� i� 2 - SC0513'1-68 Q INrERIQ R vl � ` /Bc7roM i I PARTITIONS / ��' .'• ' �i 7 / > �1 w •r -a �� li II li II II II (I II II II I .., ..., ., . EXISTING I1- t.1• / ay M ,•.,..�... ; f, CONCRETE 010 SCREWS 0 16" % b Q u �bJ jyEOR g/15�%l� AS SHO IN CC. TYPICAL d ( Nv_R' TRA K ; y to U UJi LOCATIONS AS �iUWERE LIGHT 511 .P5CN 1/2' o X 3' TITEN SWOWNuj WD CONCFRETE SCREWI GAUGE FRAMING { D 7. ANCWO!r; AT 32' C.G. OCCURS BLOW �,� LOCATE I 4NC•-1 ! C4 w rulA 2" P AIL o CF EACH END OF BASE R'JU NNC_R SECTION. Q _ Q PITAIL 4z ¢ m m 51MPSON Z W'Tu g_+14 K!NGc_UD A G FULL -WEIGHT SCREWS TO ' CENTER ZI E W 2X6 STUD T(7 CF HOLDO'y:N TO ALIGN W/ 5505!62-43 r • ! 0 RE,-141N� CENTER Cr- 57UD R1 Qj Q� a C 5505162-43 5TUD <IN.35TUD 'C / /�/�! a 0 \ T 51MPSON I/2"41 F6" IC y . 0=. TEN HD CONCRETE \ 5507150-43 BASE PINNER 51MP50N 7514605 SCREW ANGWOR _.I SGRE'w5 a 12" C.C- I I INSTALL 550516 2-43 ' STUDS 9 16" O.C. AS •'"' .I ., SWCWN SPECIAL INSPECTION REQUIRED :SCALE: I NOTED FOR INSTLLATION OF ANCHORS CUT AWA!JOB NO: !SO34A Y FLANGES li ON HEADER PCAIL SECTIONS 455W0'WN. .+ / t, \J se.9\"UUse. \Jesxtop \tSU3 TYPICAL EA SIDE +FlLE'SUUCKERS\A SPROUTING ., m OINCA034A—WCRK4.dwa IZ 4 . 010 -Q SCREWS 'II1\1 r EA SIDE L r = WOOD STUD T01 REMAIN .r •I I �� EXISTING R.O. CONCRETE 12 4'-5" WALL REMOVE CONCRETE WALL MAXIMUM T4I5 ARAE PIT 1! NOTE: ..� CONTRACTOR TO SHORE EXISTING ROOF DURING CONSTRUCTION OF THIS SECTION • 550Ti50-43 • RACK TOP t • -- - BOTTOM 2 - 8005131-68 SSOCI31-43 K!NGGSTTU/D. 0 MAIL /RN . -- L•n REVIEWED FOR CODE COMPLIANCE AUG 18 2015 INTERWEST CONSULTING GROUP rhe �Ja3�2 1/ DO.�t�, OF CA 1/31/2CI6 4102 OF 11 MAIL w.� (6 <* II y 10 SEE RR INTERIOR ELEVATION 5 THIS SUEET. 12 6" MIN SIGNS 4 R.R. FINISH KEY NOTES A. PAINT GLUE, WITH 2 -GOATS S.G. ENAMEL B. WAINSCOT TO BE PLASTIC LAM OR 2 -PART EPDXY FINISH C. 6" HIGH VINYL COVE 545E BASE SEALED AT FLOOR. D. 51100TH. HARD, NONABSORBENT FLOOR FIN1514. MAY BE APPROVED SHEET VINYL OR SEALED CONCRETE, E. ALL W.C.'5 TO HAVE ELONGATED BOWLS AND BE ECUIPPED WITH OPEN FRONT SEATS. a dt, F. PROVIDE SIGNS AT DOORS t�-R ENTRANCE TO RE5T ROOMS AS REOUIRED BY CBC SECTION II5-216.8. SIGNS SHALL CONFORM WITH SECTION II5-103. I. MEN'5 RR - I/4" THICK WHITE TRIANGLE WITH 12" EDGES, VERTEX POINTING UP. SIGN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR. 2. WOMEN'S RR - 12" DIAMETER WHITE CIRCLE. 114". 51GN BACKGROUND COLOR TO CONTRAST DISTINCTIVELY WITH DOOR 3, UNISEX RR - 12" DIAMETER WHITE CIRCLE, 1/a° THICK WITH I/4" THICK WHITE TRIANGLE SUPERIMPOSED. 51GN BACKGROUND COLOR TO CONTRAST DISTiNC-IVELY WITH DOOR. G. REST ROOMS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY INSTALLED ON THE WALL ADJACENT TC THE LATCH SIDE OF THE DOCK. SYMBOL SHALL BE 6" IN HEIGHT AND MOUNTED 60" ABOVE FLOCS' WITH VERBAL DE5CR!PTION OG ROOM USAGE H, BRAILLE SIGN INDICATING ROOM USE, I,~ HARDWARE FOR TOILET PARTITION DOOR SHALL INCLUDE THE. FOLLOWING: I. A SELF CLOSING MIECHANISM 2. A DOOR PULL COMPLYING W!TW CBC SECTION 05=404.21 ON EACH SIDE LOCATED NEAR THE LATCH. ( 1 V2"4, 55 GRAS BARS, PROVIDE METAL -LITE 'FLUSH MOUNT' SUPPORT BACKING IN WALL INSTALLED PER / MANUFACTURER'S !N5TRUCTION5. SEE 1� 13 ptTAIL AI w.w w.ro I _r- II � II I I I GWB CEILING PAINTED S.G.E. Auronarlc FLUSH CONTROL �I GIRAE3 BAR W i URINAL LIP TO PROJECT ,—t3 1/2 MINIMUM FROM WALL TP DISP. UATE EXPOSED WW" Wt DRAIN PIPING RR ELEVATION 01 RR ELEVATION *2 t RROR5 CPTiONAL ) I --O xI ! II LI �' E = 0 = RR ELEVATION 03 5'-O" CLR M RROR5 I I x I, X C L ZI RR ELEVATION 06 GWB CEILING PAINTED 5GE —� \IN5'ULATE EXPOSED N.W. f DRAIN PIPING RR ELEVATION O'B RR ELEVATION 04 GWB CEILING PAINTED S.G.E. A \INSULATE EXPCSED N.W. S DRA•.N PIF -INCA RR ELEVATION "l TP DISP. RR ELEVATION 010 8 1 1/2"m 55 Q� GRAB BAR � NO I • I ' i- ❑ i UIHl I ❑ C TP DISP. RR ELEVATION 010 8 OQ 1 II_ �. � . — . Iv., v 1 1/2"m 55 / GRAB BAR • I ' ❑ C OQ 1 II_ �. � . — . Iv., v TP DISP! RR ELEVATION 00 8 SAR 1/2"m 55 / GRAS BAR RR ELEVATION 011 REVIEWED FOR CODE COMPLIANCE AUG 18 2018 INTERWEST CONSUL. TING; GROUP I • I ' ❑ C TP DISP! RR ELEVATION 00 8 SAR 1/2"m 55 / GRAS BAR RR ELEVATION 011 REVIEWED FOR CODE COMPLIANCE AUG 18 2018 INTERWEST CONSUL. TING; GROUP RAIN HOOD FOR EXHAUST FAN 1/2" IN 12" I ROOF VENT BY BUTLER BUTLER PREFINISHED STEEL GABLE TRIM. COLOR 'COOL HARvEST' 1/2" IN 12" 0 RAIN HOOD FOR AIR ZINTAKE VENT -- EXISTING CONVEYOR N I i i it II jI (IIIJJ I l I LOADING DOCK IIIIIII COVER TO BE U%AI�HOUSE BUILT BY 3 -HR FIRE WALL I 14V SEPARATE ILT WITH ERMINTTWIPROJECT II1II�S r—' INSTALL NEU� INSETALL DOOR IN NEW dx3 D.S. ON 1 EXISTING WCALL EXISTING GUTTER 123' 24" SOR OPENING W/ RAIN IO' GRAVITY ROOF VENTS HOOD FOR POWER BY BUTLER EXHAUST VENT BUTLER "WALL LITE' TRANSLU5CENT F.R.P. WALL PANELS ININcF��Y.l' IIIIIIIiIII W av, Q8 Z 7LuI o a a '^ 4' "'1 CONVEYOR I C 0. SUPPCRT TO -----� O O�oac REMA1N I O N EXF05ED CONCRETE S FOUNDATION - _ EXTERIOR CONCRETE BUTLERIB 11 WALL PANELING WITH j� ELEVATION SOUTH E:LE VAT ION LANDING /RAMP IZ FACTORY APPLIED FINISH COLOR "COOL BIRCH WHITE" s t 'W/ CONTINUOUS GUTTER. COLOR 'COOL HARVEST'-' 24" SOR OPENING RAIN BUTLER MR -24 STANDING C. PROVIDE DS (NOT 5HCU.N) AT LCC4TICN5. HOOD FOR FOWER SEAM ROOF. AL FINISH SHOWN ON FLUMBIP.G PLAN EXHAUST VENT : O, I I I bYpYYYYYYYIIIII il fYtlluY111I rlY Y 1111111111 IYI�Iiiii17F IN I YIIll IYIY I I ii millIF F;1 it 0 RAIN HOOD FOR AIR ZINTAKE VENT -- EXISTING CONVEYOR N I i i it II jI (IIIJJ I l I LOADING DOCK IIIIIII COVER TO BE U%AI�HOUSE BUILT BY 3 -HR FIRE WALL I 14V SEPARATE ILT WITH ERMINTTWIPROJECT II1II�S r—' INSTALL NEU� INSETALL DOOR IN NEW dx3 D.S. ON 1 EXISTING WCALL EXISTING GUTTER 123' 24" SOR OPENING W/ RAIN IO' GRAVITY ROOF VENTS HOOD FOR POWER BY BUTLER EXHAUST VENT BUTLER "WALL LITE' TRANSLU5CENT F.R.P. WALL PANELS ININcF��Y.l' IIIIIIIiIII W av, Q8 Z 7LuI o a a T "'1 �QID Gg C 0. Q O O�oac I I I I 1 II I I � III I ( I I - Ln OI I EXISTING ON ELEVATED GONVEYO - I I I ( (I Illi,,i 1 4 I ii I 1 III +I � WASTEIUATER BcmTROL UILONG TO l REMANI �, I I i I I I l +. N I I I I ( i I II �I� III III III Ii I I I i I 1! l i SII I I! ii�il I III lil�llll I II I illll! ;illi ! I II i �I II. U 1 1111 I, I, I' -O" MIN CLEAR EXPOSED CONCRETE WEST ELEVATION X FOUNDATION EXTERIOR CONCRETE I I EXISTNG CONVEYOR r LOADING DOCK COVER TO BE BUILT BY SEPARATE O PER 1!NT A44 3 -HR FIRE WALL TO BE BUILT WITH THIS PROJECT t INSETALL NEW 4X3 D.S. ON/ Q Ex.iSTING GUTTER 123'-O" (NTS) ~� NORTH ELEVATION BUTLER "WALL LITE' TRANSLU5CENT F.R.P, WALL PANELS EAST ELEVATION HOOD FOR AIR INTAKE VENT \ LAND NG t RAMP BUTLER PREFINISHED STEEL GABLE TRIM. COLOR 'COOL\ — HARVE5T' I/2" IN 12" .h CONCRETE \ BUTLERIB II WALL PANELING WITH \\EXTERIOR LANDING t RAMP FACTORY APPLIED FIN15H COLOR ' "COOL BIRCH WHITE" ONT!NUCJ5 GUTTER. CCLOR 'COOL HARVEST':` �.—. PROVIDE DS (NOT SHOWN) AT LCCATION� SHOUN ON PLUMBING PLAN a'- 10' GRAVITY ROOF VENTS Q 24" SOR OPENING W/ RAIN BY BUTLER \ HOOD FOR AIR INTAKE y \ OPEN TO EXISTING WAREHOUSE STEEL ROD X -BRACING EXISTING ELEvATED ROOF VENT BY BUTLER WASTEWATER CONTROL BUILDING NOT SHOWN II I � I I EXFC5ED CONCRETE FOUNDATION I: SIP BUTLERIB N WALL PANELING WITH FACTORY APH PLIED FINISCOLOR "COOL BIRCH WHITE BUTLERIB II WALL PANELING WITH FACTCRY APFLIED FINISH COLOR "COOL B'I.RCH W'41TE" RAIN HOOD FOR / EXHAUST FAN I/2" IN 12" EXISTING II CONVEYOR - �) CONVEYOR cQ'„ �-- SUPPORT TO I ll REMA!N FI= INTERIOR CONCRETE �p (EXTERIOR CONCRETE RAMP WITH _ LANDING t RAMP DOCK -HEIGHT DOOR 109'- 4" 24" SOR OPENING W/ RAN ,HOOD FOR AIR INTAKE 1'-0" MW. CLEAR CONSTRUCT NEW A.G. RAMF UP TO DOORWAY BUTLER "WALL LITE' I RANSLUSCENT F.R.F. WALL PANELS CONTROL! BUILDING TO REMAN i ; I �(D a C) N N h U m , U) H W C),v .+ ..A -44- > > V O W M N In 0— OVW •=Z U0 x a F SCALE JOB NO: JI5034A FI�U ���se�s\''Ouse.\U'e"top\ISU� 4 SMI,CXERS\A SPROUTING f I I i (SHEET I .E IEWED i .42FOR CODE COMPLIANCE AUG 18 2013 ' OF INTERWEST CONSULTING GROUP W av, Q8 Z 7LuI o a a T "'1 �QID Gg C 0. Q O O�oac I F SCALE JOB NO: JI5034A FI�U ���se�s\''Ouse.\U'e"top\ISU� 4 SMI,CXERS\A SPROUTING f I I i (SHEET I .E IEWED i .42FOR CODE COMPLIANCE AUG 18 2013 ' OF INTERWEST CONSULTING GROUP BUTLER MR -24 TYPICAL 10" Z -PURL INS 6 5't j5T4NDING SEAM 82 ALL WIRES O.C. BY BUTLER OF. AL-ZN FINIS BUTLER "WALL LITE' FINISH BUTLER-`_ J f`_�—, Q BUTLER 'WALL LITE' TRANSLUCENT" F.R.P. WALL PANELS \\.�� .y \\ \ \�. '�� \ \ .�\I \ ;� / TYPICAL TRANS LUCENT F.R.P. - - � \�\ \ \ \ \LUALL PANELS .. � � �� .��� '•AV\ �.. �� � SAA. A � A VA �� I � / I � I / 1 � ♦ I / I � 1 / / I � I / I � / I '` / ` I / 1 � T � � SAA. �A ' \ ��A�\J_ ------------ O'1 SKYLINER � � I ♦ I � I ' I � I 1 � I / I � I / I � I ' ' � � / I � I / I � / ♦ INSULATION )' �I BL,LERB II - � I `� I 1 ,' I �� I I� I / I � I I 1 I� I I ♦ I I �� 1 /�� � ,' � �� � �I �� I / I `�PPREFIN15NED STEEL ENGLQSU P ' , 1 FRE SUS ENS ON ,' ,' til WAIL PANELS ,SYSTEM C)E5IGNED BY AWIP1 1 BUTLER &'/2 Z-GIR 5 `�i w v. Q/ `1/' '� '� • ' ' / IIILLL I I I I + BUTLERIB II "IN /I� i i I i /I� i I. /�` ��� /ice /� ��� ✓ PREFINISIL4 D STEEL 17 7 / I I ` / ` 1 / / E I // / / / v _ C. � � I I � / 1 � I , i i c I WALL PANELS / '� I `� ' /� @ STEEL GG E`r BUTLER N� 1 / I ♦ / I / �� / ( iJ2 " 3 (R-10) VINYL -FACED 1 �' I I I , � I `� � , �I I , ' 1 1 BLANKET WALL INSULATION. . I ' `' / � ` � , I ' N ALL , N I / / I� I 'N I r � TYPICALA WALLS EXCEPT I � I I I � / I �, I � / �� I / I � � I �� I• 'i ��• � � � O LIGHT PANELS. / / I t / ` /. I 1 ) / ` I / / I 1 / , I NI / / y I I / � , I ♦ I I � � ' / I � / I � I / I I I I � 1 I 1 I I : / \ ' I EXISTING BUILDING TO BE REMOVED JI EXISTING - Z -PURLINS 6 v 5'` OC. TO REMAIN r STEEL BACKED INSULATED FOAM r !Ex'StING BUILDING k1 PANEL ENCLOSURE O a" FRAME TO REMAIN BY AWIP lll��� 8" CONCRETE SLAB W/ 04 e 18" O.G. E.W.EXV57!NG �j /5L B -ON -GRADE / -LOOK TO REMAIN c ..s�.77 IN., IZ-. -a - , i it i -' Yi. '.i. v. �i ♦. �..�. -.>r ..y ,,� -� ., �. .. . a 0..i r. -i' 6.., a-. 'S� ..{. -p4. ,�. _ . �. ar a. s __ ' --! , I- IUNDISTURBED EARTH SUBGRADE PREPARED GRAVEL FILL PER II -III -III -!-j I - 3,, SAND LEVELING 10 MIL VISQUEEN COURSE I� I NOTE: 812 OR ENGINEERED FILL PER SOILS REPORT SOILS REPORT ALL INSULATION BACKING 5HA1_L HAVE A FLAME SPREAD INDEX OF 25 OR LE55 AND SMOKE DENSITY NOT TO EXCEED 450 WHEN '^iTI'�i - TESTED PER CBC STANDARD 8-1. ww BUTLERIB II CORRUGATED STEEL BUTLER!B II CORRUGATED 5TEEL BUTLER MR -24 � ROOFING WITH AL-ZN FINISH ( �. STANDING SEAM 1 1 ROOFING WITH AL-ZN FlNISy 1 fir 12 ROOF. AL-ZN FINISH R15 11 ATED EL BUIL ROOFING WITFJ�AL-ZN FNESH BUTLERI OR'�ROOFNGWITAL-ZN FINISH � I -__-------------------------------- STEEL 'Z' 91/,^ SKYLINEFRAC TE�------- -- --- — I Ii g _.-- PURLINS 5'e INSULATION ENDWAL4//O6g.. - - OG. BY TYPICAL Z PURLINS BUTLER FRAME BUTLER GIRT TO REMAIN INSTALL NEW PREFINISWED EXISTING GWB INSTALL NEW PREFINISHED 5 C.G. (E) 26GA STEEL LINER SUR°AGE TO REMAIN 26GA STEEL LINER PANELS PANELS E BUTLER M.G. BY BUTLER M.C. AT EXISTING GWB PT�oPO�E Z-F'JRLINS BY BUtLE AT CEILING AND WALL. q POST SIGN° W/ 3" RED LETTERS GELLING AND WALL. SUR°ACE TO REMAM I PROPOSE ---H LOADING DOCK 6 511 O.C. p ON WHITE E3ACKGRCUND. "THIS s6 GA BUTLERIB II DECK/ -V-� s INSULATION PROTECTION. _POST SIGNS W/ 3" RED LETTERS I LOADING DOCK �` AREA NOT TO BE USED FOR 26 GA BUTLERIB 11 DECK/ I I COVER 1'3Y `� STORAGE (DR ANY OTHER USE" "� I _ TO E TTACH 012 TEK 6 12" O.G. EDGE ON WHITE BACKGROUND. "THIS I COVER BY p ` TWO LOCATIONS 6 50't O.C. INSULATION PROTECTION, SEPARATE PERMIT GIRT .O REMAIN t INTERMEDIATE SUPPORTS AREA NOT TO BE USED FOR SEPARATE PERTIIT TTACH 012 TEK m 12' O.G. EDGE-'�..- U STORAGE OR ANY OCHER USE". - Qi INTERMEDIATE SUPPORTS ' I L �_ n 6005137-43 CEILING TWO LOCATIONS 6 501 O.C. I I N ����� 2 °1 FIELD INSTALL p JOISTS 6116" OC.--�`�.��___ Wj 6005137.43 CEILING L .C. c-HEAD�R� JOISTS 6116" CI > a 3627125-43 TOP/ 362TI25-43 RFNOVE GIRT RUNNER TYrICAL I Q RUNNER 36 2 5125-30 PEA GRAVEL FILL UNDER RAMP AND /SY O STUDS 6 16" O.G. R -1e 82 I ALL WALLS 3625125-30," F LOADING AREA SLAB �`$�,�� TYPICAL INSULATION NEW PARTITION - __ STUDS 6 i6" O.C. R-19 R.U. DOOR 5/8" (NORMA% USAGEJ G 1' EA- BUILT ADJACENT I _\ 1 . r E PARTITIONS -' S(NORMAL USAGE) DE. "5 DRYWALL 6G8'BEA O. IN55/8'TGnWB CON57R R D P ALL WALLS �^ CU 1R WdLL REMOVE GIRT SIDE. 'S DRYWALL 6 8" O.C.- O� 5/8" GWB TOENDWALL c _ i_ EDGE/ 12 O.C. FIELD N CEILING ION G 5E BLY UD AER Y 1 NEW 3 -HOUR FIREWALL -� r -13 PARTITIONS --_—ED E/ 12" OC. IELD� CEILING CONSTRUCTED PER 8, 5, 57FM 0 UNLESS ASSEMBLY ULU415, SYSTEM 4. 8" CONCRETE SLAB -------- NOTED �R_13 I G. SEE SHEET A4, 362TI25-43 BOTTOM RUNNER -\ - W/ •d 6 IS" O.G. E.W. -- -- 1 M OTI1EWerz 362TI25-43 BOTTOM RUNNER CONCRETE I ATTACHED TO CONCRETE W �R5U BUILT ADJACENT 1 811 _ ATTACHED TO CONCRETE W/\ INSULATION 4LA5-ON-GRADE -�— -- 0.14" 0 X tl/2 SHOT PINS m 24° O.C. \ F c 0.14"o X I'y SNOT PINS 6 2a" O.G. INSULAnON TO EXISTING —� FLOOR TO REMAIN (E) I ENDWALL yINS, I --I 1'E=i' e l=l � ! 1 1 """ NEAT SAWICUT A REMOVE/REPREVIEWED LACE j— 1-_ =1 I I—III— EXISTING CONCRETE FLOOR 45 FOR CODE COMPLIANCE SUBGRADE ' '- REQUIRED FOR SLOPED FLOORS AT I PREPARED PER 3" SAND LEVELING RLS REFI LORI COURSE I� RR AND TO INSTALL PLUMBING � �� 1 Ip 2015 SOILS REPORT AUGFi U iT 10 T1% VISQ'JEEN 1 INTFRWEST CONSULTIN1 GROIIP �'CTI�1 —m— TITLE: 8FF20UTING 6UILDRJG ADDITION _ REVISIONS: SCALE: SHEET caura�ra ---> •,,., , FOR SMUCKERS NATURAL FOODS, INC. QOFessloN NOTED 3'1 SPEEDUTAY, CNICO (EWTTE CO-), CA �.9 � `� <, DATE MARK NOTE S PER PLANCHECK '�a aECTIOMS 1 'V31/2016 �S.e.....,.r._....,a _,_:�`a.._..,ri_...,_.: *` ....t.♦...._.:.•cv._. ,.i:_.-_,.....>_.3.aa._. � - o CM3Iu/DOQ- E: 5\PCUSPtep \75034NORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING SMUCKESPROUTING BULD NC\03 A WORK4 Ow9 5448 1J!®rr11I MEIN Road �, ° c *30 SEVILLE CT. Maripose, CA JOB NO: I OF CHIC 0, CA 9 5 9 2 8 Phone: (209) 568.4844 -/31/2016 15034.4 -� PHONE 15301 345-7296 II e -C" STIFFENED « STUDS EA SIDE3"X 16G4 STRAP OF DOORWAY 3"X *GA STRAP 0 N OUTSIDE GWB AIION OUTSIDE GWB W.H. ROOF —_—-------- ------ ------------ -- ---------------- �I I TYPICAL A4 A4 A4 / C TY I,I - ----.r-- -------_''--- --------- + Z --- — — — — — — — — — — — — — — — — TYP � ! TOP CONCRETE CEJ -- .EXISTING 8"i — —�— 7WAREHGUSE FF — THICK \EXISTING t CONCRETE EXTERIOR WALL I A4 GRADE 14'_0" i 24'-O" 20'-O" IT_6" 1'•C 96'-O" LOADING DOCK COVER I00' -O" EXISTING WAREHOUSE `''I IV PENETRATIONS: A ELE 1� �NO PENETRATIONS OTHER THAN THOSE SHOWN EVA ®, HEREON, INCLUDING OPENINGS FOR CONDUITS, WIRING W -r-0' CR OTHER UTILITIES, ARE TO BE MADE THROUGH THIS ASSEMBLY. NOTE: B'JTLER!B If, 26 MSG ROOFING 15 LISTED AS A CLASS A ROOFING SYSTEM PER UL TGFU.R513S WITH ANY THICKNESS OF UL LISTED INSULATION OVER SUPPORTING PURLINS. BUtLER!B II j6 MSG 1'-6 IR" 1, CCRRUGATED STEEL ROOFING WITH AL-ZN /1 FINISH BUTLERIB II 26 M5G CORRUGATED STEEL ROOFING WITH AL-ZN FINISH (E) 3" VINYL BACKED / BLANKET INSULATION. UL LISTED. A4 EXISTING WALL TO REMAIN REMOVE EXISTING STEEL SIDING PROPOSED LOADING DOCK, COVER Bl' SEPARATE PERMIT BUTLER.BR II STEEL CLOSURE TRIM EACH SIDE 012 BUTLER G45KE T ED _-, SIDING SCREW a 12" O.G. USG 600CH-34/Cp05300-68 TYPICAL STUD 6 24" O.C. BU7LER!5 II PREFINISHED / STEEL FIN15H SIDING OVER GWS. ATTACH W/ 12 5CREW5 AT 12" TOP, BCT 1 OM AND HORIZONTAL 5HEET METAL BANDS SUOLLIN ON ELEVATION C 3' C�, lr� 26 GA PREF IN ISHE_ D STEEL FLASHING\ 012 GASKETED SIDING SCREW 6 12 O.C. BUTLERIB II CORRUGATED STEEL ROOFING W17H AL-ZN FINISH (E) EXISTING P'URL1N5 6 5' O.G. BUTLERIB II CORRUGATED STEEL ROOFING WITH AL-ZN FINISH FIRE SEAL CPENINGS WITH 3M FIRE BARRIER SEALANT IC 145WB+ 0 4005300-68 bFIREWALL CONSTRUCTION (UL DESIGN NO. U415, SYSTEM Cs) / FIRE RATED DOOR FR4ME INSTALLED PER I. FLOOR, SIDE AND CEILING RUNNERS - "J" -SHAPED RUNNER, MINIMUM 2 IQ" DEEP WITH UNEQUAL LEGS USG 600Cu-34 MANUFACTURER'S OF I IN AND 2" FABRICATED FROM MINIMUM OF 24 M56 GALVANIZED STEEL. RUNNERS POSITIONED TYPICAL STUD EXISTING BUILDING REOJIREI"tENTS WITH SHORT LEG TOWARD FINISHED SIDE OF WALL RUNNERS ATTACHED TO STRUCTURAL 5UPF--ORT5 6 24" O.C. WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2" FROM ENDS AND NOT GREATER THAN 24" r- - -I O.G. 'E'-514APED STUDS MAY BE USED A5 SIDE RUNNERS IN PLACE OF "J" -Su APED RUNNER$. 2 _ 012 SCREWS 2. STEEL STUDS- "G•H"- SHAPED STUDS, MIN 2 1/2" DEEP FABRICATED FROM MIN 25 M5G GALVANIZED 6 16" O.G. STEEL. SPACED 24" O.G. STAGGERED. 3, GYPSUM BOARD - GYPSUM LINER PANELS, NOM I IN. THICK, 24" WIDE, PANELS. VERTICAL EDGES �" - 3 USG 600Cu-34 - INSERTED IN h" PORTION OF "C -H" STUDS OR THE GAP BETWEEN THE TWO 3/4" LEGS CF THE "E" STUDS. FREE EDGE OF END PANELS ATTACHED TO THE LONG LEG OF THE VERTICAL "J' -RUNNERS WITH 1-5/8 LONG TYPE 5 STEEL SCREW'S SPACED NOT GREATER THAN 12' GC. WHEN WALL HEIGHT 4 4005300-68� EXCEEDS LINER PANEL LENGTH, LINER PANEL MY BE BUTTED TC EXTEND TO THE FULL HEIGI-{T C_- C�... I C_ THE WALL. HORIZONTAL JCiNTS NEED NOT BE BACKED BY STEEL FRAMING HORIZONTAL BUYT JOINTS BACKED WITH 6" X 22" STRIPS OF 3/4" THICK GYPSUM WALLBOARD. WALLBOARD STroIPS n r CENTERED OVER BUTT JOINTS AND SECURED TO LINER PANELS WITH 6 1-1/2" LONG TYPE G STEEL 7 _ _ J SCREWS. THREE SCREWS ALONG THE 22" DIMENSION AT THE TOP AND BOTTOM OF THE STRIP!, BUTLERIB II 612 X 3" SCREW/ 4. GYPSUM PANELS WITH BEVELED, SQUARE, OR TAPERED EDGE5, NCM 5/8" THICK, 48" WIDE, A`'PLIED PREFINISHED STEEL ?' 12" O.G. VERTICALLY OR HORIZONTALLY IN THREE LAYERS. INNER OR BASE LAYER ATTACHED TO STUDS FINISH SIDING OVER 2 - 012 SCREWS 6 WITH I" LONG TYPE 5 STEEL SCREWS SPACED 24" O.G. WHEN INSTALLED VERTICALLY R 16" CC, WHEN G,� I6" CC. INSTALLED HORIZONTALLY. MIDDLE LAYER ATTACHED TO STUDS WITH 1-5/8" LONG TYPE 5 STEEL A STAGGERED. SCREWS 5PACED 24" O.C. WHEN INSTALLED VERTICALLY OR 16" O.C. WHEN INSTALLED HORIZONTALLY. DETAIL CUTER OR FACE LAYER ATTACHED TO 5TUD5 WITH 2 I/4" LCNG TYPE 5 STEEL 5CREW5 SPACED 16" O.G. WHEN INSTALLED VERTICALLY AND 12" C.G. WHEN INSTALLED WORIZONTALLY. SCREWS OFFSET 6" FROM LAYER BELOW. HORIZONTAL JOINTS ON ADJACENT LAYERS STAGGERED A MIN OF 12". No �' - A Y ST L FRAMING VERtICAL JOINTS CENTEREID HORIZONTAL JOIM5 NEED NOT BE B CKED B EE E OVER STUDS AND STAGGERED 24" ON ADJACENT LAYERS. 40053OC68 EX15YING BUTLERIB II NEOPRENE FOA USG 600CH-34 � SIDING TO REMAIN CLOSURE STRI TYPIC4 TYPICAL STUD N'// 6 24" O.C. E--- •.2 C;A5KEtED SIDING EXISTING BUIL012 BUTLER GA5KETEG DI G SCREW 6 12 O.G. SIDING SCREW c I2 O.0 2 - 012 SCREWS"" % 15/8" TYPE 5 TYPICAL EA SIDE 6 16" O.G. DRYWALL 5CREW5 STAGGERED. 6 l2" O.G. USG 600CH-34/400530 -� 3 400530068 - + CUSTOM 26 GA TYPICAL STUD ® 24 F=REFINI5WED d Sr/ C:LCSURE TRIM 2 I BUTLERIB 11 PREFINISHED \ 20 GA STEEL FINISH SIDING OVER C REFINISHED GWB, ATTACH W/ 12 SCREWS AT CtLC5URE 12" TOP, BOTTC"1 AND HORIZONTAL SHEET METAL \ 2 - 012 5CREW5 6 16" BANDS SHOWN ON ELEVATION EAvE STRUT FOR TL_R:E , 11 / CC., STAGGERED. LOADING DOCK COVER. RELOCATED LOADING DOCK COVER BJB PREFIMEWED STEEL '"2 GASKETED SIDING FINISH 51DING OVER SCREW a 12 C.G. GWB DETAIL rF1 FRAME DETAIL G 612 X 3" SCREWlv4` rroA 400530068 6 12" O.C. \y S' U5G 600tH -34/4005300-68 TYPICAL STUD 6 24" O.G. USG 600011-3d TYPICAL STUDXISTING BUILDING I BUTLERIB II PREFINISHED 6 24" O.G. STEEL FINISH SIDING OVER V111 z /I GWB. ATTACH W/ 12 SCREWS AT amu•, I 12" TOP' BOTTOM AND 2 - 0I2 SCREWS i A4 \ HORIZONTAL SHEET METAL 6 I6' C.G. \ O ". • li BANDS SHCUN ON ELEVATION STACERE D. \ II --moi_ 3 _USG 6CCCH-34/r 4 2" bd 4 400530068-)1_ 26 GA PREFINfSuED� "' - 1 STEEL FLASHING 3" u_ w w S 3" 20 CA ._PREFINISHED CLOSURE 1 5/8" TYPE 5 E--__ DRYWALL 5CRE1115 6 12" C.C. -`� C6)<6.2 STEEL CHANNEL BUTLERIB II / II STAGGERED, AURLIN SUPPCRT_ �� FULL WIDTH OF WALL. / CLIPS (E) ALL ,,DINTS AT MIDPOINT PREFINISHED 57EEL 3 '•-"' F!NISH SIDING OVER TRACK FCR v BETWEEN RODS GWB \ R.U. DCCR fj Imr® a� 1/2"0 ALLTHREAD SIMPSON 5/DTT2Z TO/ DETAIL 4n BACK OF 'C' AT EACH 1z 1/2"m NUT. t STD ROD. 8 -014 SCREWS 4 WASHER NO Ora" C05162 -'B-1 FULL WIDTH GF BUILDING. SPLICE AT\� 1� NEAT DRILL 1/2" o HCLES FOR RODS, USG 600Cu-34/4005300-68 PURLINS} IRE SEAL OPENINGS WITH 3M FIRE TYPICAL STUD 6 24" C.C. BARRIER SEALANT IC 45W5, BUTLERIB II 4 _ 014 5CREW5 6 E4 - PREFINISHED STEEL PURLIN CR EAVE STRUT, BUTLERIB 11 PREFINISHEDO 1 /FINISH SIDING OvtR STEEL FINISH SIDING OVER ICl/ GWB. ATTACH W/ 12 SCREWS AT .12 GWB \ TED SIDING v Q 045<ETED EXISTING WALL y, �, �lj 2" TOP, BOTTOM AND 3 SCREW 6 12 C.G. TO REMAIN v HORIZONTAL 5HEEET METAL 'I DETAIL D BANDS SHOWN ON ELEVATION BUTLER STANDARD _ CUT AWY R BOX TRIM AUPPE\ FLANGE CF VERTICAL TRACK AT EACH STUD -- - - __ _ _ _ - _ _ _ _ _ n BUTLERIB !I PREFINISHED. STEEL FINISH SIDING OVER I 3 O $ GWB t ' • • �. (; � U5�3 600Cu-34/4605300-68 � G)_ I + � '• TYPICAL 57UD 6 24" O.G. •• . '. ] - I 1200'125-54 EXISTING •• +' 2 •12 BUTLER GASKETED w ATTACH TO EAGF.t .'+• • � ,. } STUD W/ 3 - 612 GONCREtE ` + SIDING SCREW 6 12 C.C. �� 5CREW5 + WALL O ra BUTLER 612 X 3" SCREW \ Ii ..• �: STANDARD 6 12" O.C. �n ' , , ,� A' J I 545E TRIM �I , I `'�'•�•: EXISTING U 612"O\ .•}' CONCRETE 612" SCREW ...';:.•. .. .G. 20 GA —� FIRE :boon ....• I I I m ,.� EFWISHED PR INS ALLED PER --�I I -E VERIF CLOSURE-4,"41JF 6IMP56N IR" c X 3" TITEN HD 6"t r' AGT RER '5 CONCRETE SCREW ANCHOR AT 5PEC:1E!C4TION SPECIAL INSPECTION OF 24" C.C. LOCATE I ANCHOR ANCHORS SET IN HARDENED WITHIN 2" OF EACH END C= CONCRETE IS REQUIRED 545E RUNNER SECTION. DETAIL DETAIL E '' r•r-a tir 20 GA WISHED 'URE DETAIL J "DOC" JAMB STUD A5 / NOTED 6COJR•34 CUT HEADER CE HEADER AND BEND 4.5 SHOWN � 1 I ®�I 2 - •I2 SCREWS EA SIDE DETAIL r NO /Glli 40 STUDS 6 16" CC.— AS NOTED\ GWB NOT y SHOUN 3"X 16G4 CONTINUO'J5 STRAP ON OJ715IDE GLUE! \3 •12 X 3" 5CREW5 EACH 5TUD DETAIL L W REVIEWED FOR CODE COMPLIANCE AUS 18 20f INTERWEST CONSULTING GROUP 1 11 1. !i jj ° TOP CONCRETE (E) LOADING DOCK - o NZ< �p CONCRETE Iui�T STEI"PWE ALL ( k'I_ II- III, ,III ,I1!�-,�� ELEVATION ".Y BUTLER.BR II STEEL CLOSURE TRIM EACH SIDE 012 BUTLER G45KE T ED _-, SIDING SCREW a 12" O.G. USG 600CH-34/Cp05300-68 TYPICAL STUD 6 24" O.C. BU7LER!5 II PREFINISHED / STEEL FIN15H SIDING OVER GWS. ATTACH W/ 12 5CREW5 AT 12" TOP, BCT 1 OM AND HORIZONTAL 5HEET METAL BANDS SUOLLIN ON ELEVATION C 3' C�, lr� 26 GA PREF IN ISHE_ D STEEL FLASHING\ 012 GASKETED SIDING SCREW 6 12 O.C. BUTLERIB II CORRUGATED STEEL ROOFING W17H AL-ZN FINISH (E) EXISTING P'URL1N5 6 5' O.G. BUTLERIB II CORRUGATED STEEL ROOFING WITH AL-ZN FINISH FIRE SEAL CPENINGS WITH 3M FIRE BARRIER SEALANT IC 145WB+ 0 4005300-68 bFIREWALL CONSTRUCTION (UL DESIGN NO. U415, SYSTEM Cs) / FIRE RATED DOOR FR4ME INSTALLED PER I. FLOOR, SIDE AND CEILING RUNNERS - "J" -SHAPED RUNNER, MINIMUM 2 IQ" DEEP WITH UNEQUAL LEGS USG 600Cu-34 MANUFACTURER'S OF I IN AND 2" FABRICATED FROM MINIMUM OF 24 M56 GALVANIZED STEEL. RUNNERS POSITIONED TYPICAL STUD EXISTING BUILDING REOJIREI"tENTS WITH SHORT LEG TOWARD FINISHED SIDE OF WALL RUNNERS ATTACHED TO STRUCTURAL 5UPF--ORT5 6 24" O.C. WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2" FROM ENDS AND NOT GREATER THAN 24" r- - -I O.G. 'E'-514APED STUDS MAY BE USED A5 SIDE RUNNERS IN PLACE OF "J" -Su APED RUNNER$. 2 _ 012 SCREWS 2. STEEL STUDS- "G•H"- SHAPED STUDS, MIN 2 1/2" DEEP FABRICATED FROM MIN 25 M5G GALVANIZED 6 16" O.G. STEEL. SPACED 24" O.G. STAGGERED. 3, GYPSUM BOARD - GYPSUM LINER PANELS, NOM I IN. THICK, 24" WIDE, PANELS. VERTICAL EDGES �" - 3 USG 600Cu-34 - INSERTED IN h" PORTION OF "C -H" STUDS OR THE GAP BETWEEN THE TWO 3/4" LEGS CF THE "E" STUDS. FREE EDGE OF END PANELS ATTACHED TO THE LONG LEG OF THE VERTICAL "J' -RUNNERS WITH 1-5/8 LONG TYPE 5 STEEL SCREW'S SPACED NOT GREATER THAN 12' GC. WHEN WALL HEIGHT 4 4005300-68� EXCEEDS LINER PANEL LENGTH, LINER PANEL MY BE BUTTED TC EXTEND TO THE FULL HEIGI-{T C_- C�... I C_ THE WALL. HORIZONTAL JCiNTS NEED NOT BE BACKED BY STEEL FRAMING HORIZONTAL BUYT JOINTS BACKED WITH 6" X 22" STRIPS OF 3/4" THICK GYPSUM WALLBOARD. WALLBOARD STroIPS n r CENTERED OVER BUTT JOINTS AND SECURED TO LINER PANELS WITH 6 1-1/2" LONG TYPE G STEEL 7 _ _ J SCREWS. THREE SCREWS ALONG THE 22" DIMENSION AT THE TOP AND BOTTOM OF THE STRIP!, BUTLERIB II 612 X 3" SCREW/ 4. GYPSUM PANELS WITH BEVELED, SQUARE, OR TAPERED EDGE5, NCM 5/8" THICK, 48" WIDE, A`'PLIED PREFINISHED STEEL ?' 12" O.G. VERTICALLY OR HORIZONTALLY IN THREE LAYERS. INNER OR BASE LAYER ATTACHED TO STUDS FINISH SIDING OVER 2 - 012 SCREWS 6 WITH I" LONG TYPE 5 STEEL SCREWS SPACED 24" O.G. WHEN INSTALLED VERTICALLY R 16" CC, WHEN G,� I6" CC. INSTALLED HORIZONTALLY. MIDDLE LAYER ATTACHED TO STUDS WITH 1-5/8" LONG TYPE 5 STEEL A STAGGERED. SCREWS 5PACED 24" O.C. WHEN INSTALLED VERTICALLY OR 16" O.C. WHEN INSTALLED HORIZONTALLY. DETAIL CUTER OR FACE LAYER ATTACHED TO 5TUD5 WITH 2 I/4" LCNG TYPE 5 STEEL 5CREW5 SPACED 16" O.G. WHEN INSTALLED VERTICALLY AND 12" C.G. WHEN INSTALLED WORIZONTALLY. SCREWS OFFSET 6" FROM LAYER BELOW. HORIZONTAL JOINTS ON ADJACENT LAYERS STAGGERED A MIN OF 12". No �' - A Y ST L FRAMING VERtICAL JOINTS CENTEREID HORIZONTAL JOIM5 NEED NOT BE B CKED B EE E OVER STUDS AND STAGGERED 24" ON ADJACENT LAYERS. 40053OC68 EX15YING BUTLERIB II NEOPRENE FOA USG 600CH-34 � SIDING TO REMAIN CLOSURE STRI TYPIC4 TYPICAL STUD N'// 6 24" O.C. E--- •.2 C;A5KEtED SIDING EXISTING BUIL012 BUTLER GA5KETEG DI G SCREW 6 12 O.G. SIDING SCREW c I2 O.0 2 - 012 SCREWS"" % 15/8" TYPE 5 TYPICAL EA SIDE 6 16" O.G. DRYWALL 5CREW5 STAGGERED. 6 l2" O.G. USG 600CH-34/400530 -� 3 400530068 - + CUSTOM 26 GA TYPICAL STUD ® 24 F=REFINI5WED d Sr/ C:LCSURE TRIM 2 I BUTLERIB 11 PREFINISHED \ 20 GA STEEL FINISH SIDING OVER C REFINISHED GWB, ATTACH W/ 12 SCREWS AT CtLC5URE 12" TOP, BOTTC"1 AND HORIZONTAL SHEET METAL \ 2 - 012 5CREW5 6 16" BANDS SHOWN ON ELEVATION EAvE STRUT FOR TL_R:E , 11 / CC., STAGGERED. LOADING DOCK COVER. RELOCATED LOADING DOCK COVER BJB PREFIMEWED STEEL '"2 GASKETED SIDING FINISH 51DING OVER SCREW a 12 C.G. GWB DETAIL rF1 FRAME DETAIL G 612 X 3" SCREWlv4` rroA 400530068 6 12" O.C. \y S' U5G 600tH -34/4005300-68 TYPICAL STUD 6 24" O.G. USG 600011-3d TYPICAL STUDXISTING BUILDING I BUTLERIB II PREFINISHED 6 24" O.G. STEEL FINISH SIDING OVER V111 z /I GWB. ATTACH W/ 12 SCREWS AT amu•, I 12" TOP' BOTTOM AND 2 - 0I2 SCREWS i A4 \ HORIZONTAL SHEET METAL 6 I6' C.G. \ O ". • li BANDS SHCUN ON ELEVATION STACERE D. \ II --moi_ 3 _USG 6CCCH-34/r 4 2" bd 4 400530068-)1_ 26 GA PREFINfSuED� "' - 1 STEEL FLASHING 3" u_ w w S 3" 20 CA ._PREFINISHED CLOSURE 1 5/8" TYPE 5 E--__ DRYWALL 5CRE1115 6 12" C.C. -`� C6)<6.2 STEEL CHANNEL BUTLERIB II / II STAGGERED, AURLIN SUPPCRT_ �� FULL WIDTH OF WALL. / CLIPS (E) ALL ,,DINTS AT MIDPOINT PREFINISHED 57EEL 3 '•-"' F!NISH SIDING OVER TRACK FCR v BETWEEN RODS GWB \ R.U. DCCR fj Imr® a� 1/2"0 ALLTHREAD SIMPSON 5/DTT2Z TO/ DETAIL 4n BACK OF 'C' AT EACH 1z 1/2"m NUT. t STD ROD. 8 -014 SCREWS 4 WASHER NO Ora" C05162 -'B-1 FULL WIDTH GF BUILDING. SPLICE AT\� 1� NEAT DRILL 1/2" o HCLES FOR RODS, USG 600Cu-34/4005300-68 PURLINS} IRE SEAL OPENINGS WITH 3M FIRE TYPICAL STUD 6 24" C.C. BARRIER SEALANT IC 45W5, BUTLERIB II 4 _ 014 5CREW5 6 E4 - PREFINISHED STEEL PURLIN CR EAVE STRUT, BUTLERIB 11 PREFINISHEDO 1 /FINISH SIDING OvtR STEEL FINISH SIDING OVER ICl/ GWB. ATTACH W/ 12 SCREWS AT .12 GWB \ TED SIDING v Q 045<ETED EXISTING WALL y, �, �lj 2" TOP, BOTTOM AND 3 SCREW 6 12 C.G. TO REMAIN v HORIZONTAL 5HEEET METAL 'I DETAIL D BANDS SHOWN ON ELEVATION BUTLER STANDARD _ CUT AWY R BOX TRIM AUPPE\ FLANGE CF VERTICAL TRACK AT EACH STUD -- - - __ _ _ _ - _ _ _ _ _ n BUTLERIB !I PREFINISHED. STEEL FINISH SIDING OVER I 3 O $ GWB t ' • • �. (; � U5�3 600Cu-34/4605300-68 � G)_ I + � '• TYPICAL 57UD 6 24" O.G. •• . '. ] - I 1200'125-54 EXISTING •• +' 2 •12 BUTLER GASKETED w ATTACH TO EAGF.t .'+• • � ,. } STUD W/ 3 - 612 GONCREtE ` + SIDING SCREW 6 12 C.C. �� 5CREW5 + WALL O ra BUTLER 612 X 3" SCREW \ Ii ..• �: STANDARD 6 12" O.C. �n ' , , ,� A' J I 545E TRIM �I , I `'�'•�•: EXISTING U 612"O\ .•}' CONCRETE 612" SCREW ...';:.•. .. .G. 20 GA —� FIRE :boon ....• I I I m ,.� EFWISHED PR INS ALLED PER --�I I -E VERIF CLOSURE-4,"41JF 6IMP56N IR" c X 3" TITEN HD 6"t r' AGT RER '5 CONCRETE SCREW ANCHOR AT 5PEC:1E!C4TION SPECIAL INSPECTION OF 24" C.C. LOCATE I ANCHOR ANCHORS SET IN HARDENED WITHIN 2" OF EACH END C= CONCRETE IS REQUIRED 545E RUNNER SECTION. DETAIL DETAIL E '' r•r-a tir 20 GA WISHED 'URE DETAIL J "DOC" JAMB STUD A5 / NOTED 6COJR•34 CUT HEADER CE HEADER AND BEND 4.5 SHOWN � 1 I ®�I 2 - •I2 SCREWS EA SIDE DETAIL r NO /Glli 40 STUDS 6 16" CC.— AS NOTED\ GWB NOT y SHOUN 3"X 16G4 CONTINUO'J5 STRAP ON OJ715IDE GLUE! \3 •12 X 3" 5CREW5 EACH 5TUD DETAIL L W REVIEWED FOR CODE COMPLIANCE AUS 18 20f INTERWEST CONSULTING GROUP 1 11 180' HOOK L EI Wo NOOK RZINPORGING BENDS It Hoolr-.$ MARC STANDARD HOOK DIMENSIONS c BAR SIZ (dbl D EI J - c2 A 1 8" 1 2 1/2" 3" 4 1/2" 6" 04 (1!2 3" 2 1/2" 4" 6" 8" 05 05/8'7 10" 2 1121, 5" 1 Irl" 10, Yo 0/4'7 4 1/2" 3" 6" 12" RZINPORGING BENDS It Hoolr-.$ MARC I0 - VOLT I DIAM-ITER TYPE E C A II 1/2" 1 8" 1 2" B 3/4" ,I 1o" 3" G I 3/4" 2 10" NA E I" 2 12" NA 1 I6" 4" G I !/4" 2 16" NA H 11/4" 3 38" NA TYPICAL ALL CORNERS O 0 O ANCPOR ROD 4 BOLT KEY °I O ASTM A301 GRADE C PROJECTION PER 'J' OR 'L' SHAPED BOLT \ BUILDING y /MANUFACTURER FF IC/ Iri ! c 0 :.\ .••:` 111 N TYPE I ANC 4M O PROJECTION PER ASTM A301 BUILDING GRADE C MANUFACTURER \ ALLTHREAD FF r ,rr:rrr i • A r •• ', 2 HEAVY HEX HEAD 0 ' NUTS WITH STANDARD ' W45HER BETWEEN TYPE Z ANCHOR. WASHER ASTM 14301 GRDE PROJECTION PER ALLTHREAD 2- BUILDING - Oi U MANUFACTURER \ {Y O �- FF \�l N U v O �. i.. 2" MAXi2" 15- L • 'C , • ADJACENT 'O EACH ` Q' ANCHOR R 1 12" v ��, TOTAL OF 4 OI � 'ml .. •. �.• WASHER BETWEEN BOTTOM OF O FOOTING TYPE 3 ANCHOR ❑0 0 0 0 m 25'-0" 25'-C" 25'-O" 24'-C" 24'-0" 29'-6" 25'-O" 23'•0" 1--------L I I I T,_ 8' O.. ego Go �I ee gI2 v -512- v`Il 512 -12 S 2 a -12 am 2 a - 2 J --- ----1 r , ----1 r- ----� -y r-- ----- I r-- -----� r -------rt- -r- --- fi- - L - ``1�OH �c— L . L �� LIFF H I ' L- L �- - - -U U L - / �J H A I C ' LI ; LI LII 1 II i.l LI is , Q. ............... II I�...............i......... ! ............_ II ............._ O ... .............. .... •/R ................. . ............. ................:.............. :............................... 52 T II II 12 II ri o o A h" >A •, • *CAI ;;;i 'LOADING DOCK t RAMP ;I / • RUG B I w I• CONSTRUCTED t N T : Nuo ' 1 > I ; o TOP of ................LI.................;.................la................:..............................:................Ll.,.._z..... I:I.............. LI.............,.:............. DFLOOR SLAB...... CONT 5 9 U I:I . �-- HA R N P' 15 ICAI:I I:I ENDWALL COLS 2 - 9 FRAME TIES CRACKCONTROL ( - Q I (TOTAL 4 -ART { \BQ LI CONTINUOUS ACROSS SI2 /JOINTS I:I I;I i I:I I:I I,I I:I I 12 :G I Z P II I.I:I BUILDING. TYPICAL� II:.II I � 1 • II.IIII....................... ................................................................... o _ .f LI II II ;7- ............ 12 II I � e I / I:I I:I : LI _ I I:I I'I �........... ............ ............. ....... ............................ .............. x... ' .......... ............ ............. ............ LI .............. I, i :.. CL... �1. L� ,..a --------- -------- -------=- II II CI. I.I.. .LI. I 11 � I 1 \ r I•I I ; 12 =-8" CONCRETE SLAB W/ 04 a 18" ------- TRENCH CRA.N /� -� 1 1 TG -2.0" I TYPICAL I�) O.C. E.W. TYPICAL 2 + I:I ALL Ii I_ ...I,.... ..y. .. .�L.. i SII,. ............. ............. .,. ............. ......_...... .II. - ---.. LCRNER5..1............. .,...... ....Ia.............,. ............ ............... ............... ............ .......... -I is i II tSl2 I II 00 I;) : EXISTING i 812 - 1 i I:I CONVEI.OR PIERS: 112 4 FOOTINGS TO I;I I:I I:I 5 2 REMAIN I:I I 512 LI I:I B g / I I I I•I I I: I:I Ji. ....I LI .............. aa.................... O_.. .... ...I ........:....._ 4_..... ;................ :.._............. s.. :............ • LI � LI• 1 ........ _. .... .......... ........ I.... ......... .. ........... I... 1-------------'. I:I LI I:I / _ F7 F1 I;I 2 - 'S FRAME TIES I:I z is I.L �,._ (TOTAL4-BAR) �I Q I Q I Lei CONTINUOUS ACROSS 812 BUILDIN!�. TYPICAL 1 I I' fl q 1 I is I I I: I. I:I • I -....,.......LI .............................•. ............... ........... . I ..I.I. I 1 - 8" CONCRETE SLAB W/ •4 0 18" LI I I:I I. 512 LI O.C. E.W. TYPICAL CRACK /JOINTS L OQ ONTRO ' I•I I B I / I•� kl I I:I I LI I I B I:I I I:I I:I I:I „_....:.........:......... ........ .................................. i.........r......I:I.....__.........:................ LI................. .......... is 1�......, CI ,.:.::_;t :.z ................ _ _a ------------- 04 X 10' GONTINJOUS HAIRPIN TYPICALO _j / ENDWALL COLS � � I•I I I:I : , I ' GI I ..... ... ...........J..........i................1•I .............. �.. .... 1' ... ....... ..... ...... .. .......... .. LI ............... ............. ............ ..........._ J 812 I L m--_--I�----'---- ---I J•� LI.i..........I................. �� I:I .:. I�.. B iII / pN III:SIIIRAMP DDOW1—N EDGE OF SLA—B -�r- I'IT — 61.2 RU P12 .............. . L. ............. .............. ...........................................TYI ......................4L.q ALL L - EDGE 'O'EXISTING SLAB J TO BE REMOVES I CORNERS I:I�I.I 16 I A A�7/7%//FT/T/T7I7//7// - O \ EXISTING( EXISTING I I 512 ;a 5512- HAIRPIN TO LI I:I HAIRPIN TO ,�. 1'-O' ' ' - I;I I;I ( 8' O" SI2 .......... .REMAIN. CAST.... :................................' ...REMAIN. CAST. ........... I: ............ ............ ............ ............,................I INTO NEW SLAB I.I CL ............. .......... • INTO NEW SLAB I. i. .........;..... 7 TYPICAL ALL _ - 812 I 812 CORNERS c 812 °— I - �� H 12 '� -I ° 51M .512 '�— H '�— o H f r — — , — ----- r '� , — r ----- r .1 SIZ . '•. <... b12 t' �{' 12 ,' 0 eB,' jI:.. 2. o m o BB m LLLBg S2 •`•~ "v I•; ". '. :'v. . ,:-v�.• ',�•'f 1. ,�. ': ,; : f '••kms. . O ~ .. i •1._0,,: !• t " • •, .t ,1'•O"' � ..,~ .�... �`• I -7- 1•.p�� 1'_O" 4._8.. 512 � 12 •, .. a'•, .� '•••,:.. ','..EXISTING CONCRETE :;•• •''... •., .J• .•lr ' ,:' ..'• :'`• ^•` SLAB -ON -GRADE TO REMAIN,. '`• ;'• w t APPROXIMATE LOCATION OF I EXISTING HAIRPINS TO REMAIN. 1 6" FIELD VERIFY AND PROTECT DUR'NG I �I DEMOLITION. TYPICAL EACH SIDE. m CIJN ... ATI01 1 FLAN: SEE ANCHOR ROD 4 BOLT KEY HEREON —VJJ AREA SLOPED TO TRENCH DRAIN. MAX SLOPE a 1%, MIN SLOPE - 0.5%t - - - - - - - - - - GRADE BREAK OR LIMIT OF SLOPED FLOOR 3/32 V- ®I1 CONTRACTOR SHALL VERIFY ALL ANt.HpR VOLT SIZES, ANCHOR VOLT LOCATIONS AND DIMBNSIONB LUITH PLANS 13Y BUILDING MANUFACTUfC-R PRIOR 7o CONSTRUCTION. O a N FOUNDATION DESIGN IS BASED ON It`FCMIATION PROVIDED SY BUTLER MANUFACTURING COMPANY FOFtf{y FORCODE COMPLIANCE AW 18 1016 INTERWEST CONSULTING GROI.ip '1 j ANCHOR BOLTS OR ANCHOR t ANCHOR BOLTS OR RODS AS RODS AS NOTED ON fit, FOUNDATION PLAN NOTED FOUNDATION PLAN. ANCHOR BOLTS OR REINFORCING FROM EX1571NG PAVING, RODS AS NOTECI PERIMETER FOOTING p REMOVE FOR 2" FOUNDATION PLAN. CONTINUOUS THROUGH O 9i2 5 TIES AS SHOJ.N ON r CONSTRUCTION t HAIRPIN 8" CONCRETE SLAB FRAME FOOTING ' • ,• _ •• - REPLACE IN KIND 2" FOUNDATION PLAN •�// [. - WHERE SHOU�N WITH •4 m 18" O.G. E.W. EXISTING PAVING. -- • `+• ••• / REMOVE FOR , b CONSTRUCTION t r •° • -'':+� •' �� +�, r• +' REPLACE IN KIND CONST. JOINT .• ••.{ 1 : ,�� FRAME/POST BASE _ 8" CONCRETE SLAB - •� w; ,� ,,, POURED WITH FOOTING ? .:. s. 'b.�ias�e ,mac •1'•'i: WITH 04 c 18" OC. E.W. O ..p. •. •�'• •,.'+.. I 1 :.. •.: - :•,'• , y CONS? 0 w7 x m JOINT - - I -- m -� 4 _ .�--1 ---- --- ` , •,.+: `:,. ?i•:: ,- .I •. :.. ' +. •r 0' L { . . U, G > ul ZQ� U V I I [A a... I 'I�• t.�'+'•',: ••i'• - _ IV 1 :A > o = SAND I I _ i 1 -� SLAB POUR DON OP', :aI Q- - . � LEVELING COURSE . . r , ...,...... .� CCT' . > '•. N T TI IVT z I { r OF FoorwG wlrH ccNsr.•,.•. s RJc ION Jo z +o i"—i1, - � - n TCP /7 ° ,.^ - JOINT s TT "'— ',CIRACK CONTROL i JON, BO OM SLAB A T NT L s 4 S '' e R .,K CON RO_ ..O .i- 10 M,� VI QU FNI REIN ORCING R 3"t SAN,J •••+. • >�' ;`'II'• 5 E_ ✓ I I• �' h \\LEVE_ING COURSE -.LI GRAVEL FILL PER ° { I - '- ; r''- yC MIL VISQUEEN ••+ C +• •••" " Z III. 1I 1 I—III-� i I III' 1-1 I- SO!L5 REPORT .9 ( �.- 91.2 + ;•;.ih 1" 2 - 5 FRAME TIES (TOTAL _ u �� L t GRAVEL FILL PER , —I I I- -I i—) ! !- p c _III -1 1 I I I -III—III—III--I SOILS REPORT {} {{' OF 4 BAR) CONTiNUOL15 ly _. I I I- -_I 1 SUBGRADE PR_PAR_D I +•• N.•'',`;' i-' ACROSS BUILDING p n PER SOILS REPORT - I_: _ I 1 !_ 7 1 I 1=111=11' ii: ' It TOP t BOTTOMe III—. °O I el _ ,2" REINFORCING PER TABLE Q O 5 ADJACENT TO EACH 'F --1-1 _ -III 2 _ •4 CONTINUOUS > N - ;,,I� I I I I •- { { --I I Q' ANCHOR ROD. TOTAL OF 4 8�� r4>6 XI III—III-I I a EQ SPACING V III - III—) I 12 TYP�r�m-�•424" Q.G. , DETAILUNDISTURBED EARTH - B OR ENGINEERED FILL III—I 11-11 I -I —'y'—Iil ,lll It1111111111�1111,;illl ;,i11-IIIBOTT=T� X12 REINFORCING / SECTION B D - C TOP RE IN BC?TOM REINF OR ENGINEERED FILL 4'_8" OR ENG�NEER_D FILL _e I 4" d" A 12" 12" 2'-6" 2 - 5 GCNT. 2 -•4 CGNT, 2 45 ARS CONTI UOUS EIITTHER 2 3/4"ACK DE JOINT - B 3/4" DEEP SAWGUT 2 -•4 CCNT. 2_-04 CONT. SECTIONS A ACROSS BUILDING OR COLCS JOINT IN CONCRETE AT CONTRACTOR'S OPTION Q n ALL REINFORCING AT EQUAL SPACING - 1•PT6 81.2 'r'�----rJ.--J"'�---�-�..r� SECTIONS NTS . ;t • } 5 X 12" DOWEL s 18" C.C. DRIVEN INTO 5/8"40 HOLE IN- ' EXISTING CONCRETE. NO }� ;t 3"t SAND GRAVEL FILL NEAT SAWGUT g" ADHESIVE OR SPECIAL LEVELING 8" CONCRETE SLAB INSPECTION RECUIRED PERE O RT COURSE WITH 04 6 18" O.C. E.W. 2 - 5 CCNT. EXISTING SLAB REPORT 10 MIL VISQUEEN . TO REMAIN I'-2" r iu I 2., SECTION tC V. c- 2 - 5 FRAME TIES (TOTAL '� \ \� �� �� OF 4 BAR) CONTINUOUS I TBP EXTEND CONCRETE BEYOND �'• M�e .A --- •I•- -`, "'\-`�\ 4CFC55 BUILDING5L 45 I I CONCRETE� N. c FF3/dF zI FIELD BEND 3/4" CHAMFER ALL EXPOSED EDGES\ 12" \y L •4 0 12" O.G. Q � 0 > '^ •4 m 8" O.C. ALTERNATE w SIDES OF - ry VERTICAL 8" CONCRETE SLAB / WITH •A s IS" C.G. E.W. [: CLEAN GRAVEL FILL AS REQUIRED,1 GRAVEL FILL / „ j`� roti " t` - LEVELING COURSE I S PER SOILS ud REPORT 5 IC MIL VISQUE E'N SET VERTICAL BAR INTO { EXISTING SLAB WITH SIMPSON SET -XP EPDXY. �t- SPECIAL INSPECTION REQUIRED Vim./\��,/-�✓\� � SECTION g NTS FIELD BEND 8" CONCRETE SLAB 3/4" CHAMFER ALL WITH 04 s 18" O.G. E.W. EXPOSED EDGES L•4 w s 12" O.C.-ff•s`3 — > ry 0468"O.C. �I• �' ���. m ALTERNATE CLEAN III SIDES OF I { { GRAVED FILL 6*I VERTICAL � � AS REQUIRED. I � � U LEVELING COURSE _ S I II II I —, -III I -III {{ { ADD 2 - 04 ONLY WHERE BARS H —III l0 MIL VISQUEENX 1 11- I -III -I I I I- III —I I I I `r' - I /8" II I I D15CONTINUOU - - --III-I �- _ — I c�, I I GRAVEL FILL PER ! ! I • AT GOR\ERS !-- 1 -- '_- IIr SOILS REPORT .I I'-IIIIII IIIIIII i LIIIIIIiI�11 III III_=i I I— I -! I—_! ly I SUBGRADE `0' -- I PREPARED PER — I I- _� I I !- _I U SOILS REPORT I III _j r — 2 64 CONTINUOUSI-- 6= 8" EO SPACING- - I I__I-_I _I I d I 1 111-1 1— If- • Q a ma^ 2 CC:, UNDISTURBED EARTH > f OR ENGINEERED FILL 12" 4" r 2 - 04 CONT. SECTION G�f NT8 ` NEAT SAW'CUT 5 X 12" DOW_F L s 18" O.G. DRIVEN 1 INTO 5/0"0 HOLE IN EXISTING CONCRETE. NO ADHESIVE OR �. SPECIAL INSPECTION RECUIRED EXISTING SLAB b„ TO REMAIN TOP /_ � I REINFORCING v -- _ W. I m� I n REINFORCING V REINFORCING FIPCT I PERIMETER FOOTING - CONTINUOUS TIHf•i - 11.0" 1 FRAME FOOTING ANCHOR BOLTS OR RODS AS NC17ED FOUNDATION PLAN. 5 TIES A5 5HOWN ON '+ilZ FOUNDATION PLAN /CONST. JOINT 8" CONCRETE SLAB WITH 04 m 18" O.G. E.W. ----�---------- ----J I I L m� I I r Kl ANCHOR @OLTS OR ANCHOR ROD5 AS NOTED ON t_-_------ J FOUNDATION PLAN FRAME/P05T 545E 812 POURED WITH FOOTING 4'.g^ SECTION H NTS rJ1.2 REINFORCING FROM PERIMETER FOOTING CONTINUOUS THROUGH FRAME FOOTING EXISTING PAVING. REMOVE FOR CONSTRUCTION t REPLACE IN KIND m IFF OANCHOR BOLTS 5 TIES 45 SHOWN ON _" • �' OR RODS AS1 ••:•_' a': -• y 2" NOTED FOUNDATION PLAN .; I =1 I I -I 11-11) FOUNDATION PLAN. --III III—III .'e:,.•r�' r , i`" exc 1 I�I�. �GONST. JOINT 8" CONCRETE SLAB I -I I-- WITH 04 6 18" O.G. E.W. FOOTING AS REQUIRED --1-_ -- --- SECTION M W x °-- -s--- ZQ � I I n i 3'x 5AND Q E i m - I I - _- - m V Nrs 51.2 LEVELING COURSE O C MIL VISQUEEN i i ,tF. ` 311i SAND IIICOURSE° I tl c• LEVELING COURSE GRAVEL FILL PER ' it I1=III- SOILS REPORT � I i ;� O MIL VISQUEEN 3• I I,y� , I -_III v -I : ---� �••- : - �• --� -- : -� - —I Il- GRAVEL FILL PER \ D, Ft ( I II --SOILS REPORTADJACENT TO EACH T iv.�I' I --i .- EXISTfNG u II —I_ CONvEYCR ANCHOR ROD. TOTAL OF 4 W o° PEDESTAL TO \ / III L- i i F(2pt REI! TOP -. - -- - -) I ti ;�I� I I 5ADJACENT TO EACH FF . 12"s r—s— __ _ - I ( (I2ANCHOR ROD. TOTAL OF 4 i -=l I I S 111-1 I I—I I L-1 I I--III--III-- I� . I I —i UNDISTURBED EARTH . 8 - 4 x 18" t 8 - 4 X 50" OR ENGINEERED FILL - — TOP AND BOTTOM A5 SHOWN. BARS AT E SPACING ALL REINFORCING AT EQJAL SPACING sEcTims D NTa X1.2 — SECTIam ri 51.2 UNDISTURBED EARTH OR ENGINEERED FILL 111 • •,••. ----- \INSTALL 2 - 04 X • • ' 12" IN SLAB AT EACH CORNER DETAIL N we 51.2 EXISTING PAVING, PERIMETER REINFORCING Ic! CONTINUOUS AROUND CORNER I AS SHOWN WITH NO SPLICES WITHIN 24" OF CORNER \ V ANCHOR BOLTS LOCATED I INSIDE OF REINFORCING I DETAIL INTO QQL a71 a SECTION RAMP EDGE OF SLAB AS 5H0CL1N AT R.U. DOOR Sli OPENINCr5 WHERE RECD m IFF OANCHOR BOLTS 5 TIES 45 SHOWN ON _" • �' OR RODS AS1 ••:•_' a': -• y 2" NOTED FOUNDATION PLAN .; I =1 I I -I 11-11) FOUNDATION PLAN. --III III—III .'e:,.•r�' r , i`" exc 1 I�I�. �GONST. JOINT 8" CONCRETE SLAB I -I I-- WITH 04 6 18" O.G. E.W. FOOTING AS REQUIRED --1-_ -- --- SECTION M W x °-- -s--- ZQ � I I n i 3'x 5AND Q E i m - I I - _- - m V Nrs 51.2 LEVELING COURSE O C MIL VISQUEEN i i ,tF. ` 311i SAND IIICOURSE° I tl c• LEVELING COURSE GRAVEL FILL PER ' it I1=III- SOILS REPORT � I i ;� O MIL VISQUEEN 3• I I,y� , I -_III v -I : ---� �••- : - �• --� -- : -� - —I Il- GRAVEL FILL PER \ D, Ft ( I II --SOILS REPORTADJACENT TO EACH T iv.�I' I --i .- EXISTfNG u II —I_ CONvEYCR ANCHOR ROD. TOTAL OF 4 W o° PEDESTAL TO \ / III L- i i F(2pt REI! TOP -. - -- - -) I ti ;�I� I I 5ADJACENT TO EACH FF . 12"s r—s— __ _ - I ( (I2ANCHOR ROD. TOTAL OF 4 i -=l I I S 111-1 I I—I I L-1 I I--III--III-- I� . I I —i UNDISTURBED EARTH . 8 - 4 x 18" t 8 - 4 X 50" OR ENGINEERED FILL - — TOP AND BOTTOM A5 SHOWN. BARS AT E SPACING ALL REINFORCING AT EQJAL SPACING sEcTims D NTa X1.2 — SECTIam ri 51.2 UNDISTURBED EARTH OR ENGINEERED FILL 111 • •,••. ----- \INSTALL 2 - 04 X • • ' 12" IN SLAB AT EACH CORNER DETAIL N we 51.2 EXISTING PAVING, ' REMOVE FOR �-! t i ' j I -.=III =7I a CONSTRUCTION t V REPLACE IN KIND 2" MIN SECTION O NTS Sli 2 - 04 CONTINUOUS PREFABRICATED 55 TRENCH 8" CONCRETE ALL SIDES OF DRAIN ASSE`E_Y INSTALLED SLAB W/ • 4 a\ IS" O. E.W. .G TRENCH DRAIN /PER MANUFACTURERS REQUIREM,ENT5. II IF114 y, r K" CONSTRUCTION �5UPPCRT6 PER { TRENCH DRAIN MANUFACTURER GRAVEL FILL CONCRETE DRAIN SUPPORT STRIP SECTION f' NTS 51.2 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP L '" 13/32"•1'-O" NO: 15034A 7; �Usere\PCUser\Desktop\15036 SMiJCKERS\A SPROUTING ,SHEET 0/30/18 '/31/2016 s1� 1.2 OF 11, ar LIJ a r, ' W ? II '� QJ 1- O L '" 13/32"•1'-O" NO: 15034A 7; �Usere\PCUser\Desktop\15036 SMiJCKERS\A SPROUTING ,SHEET 0/30/18 '/31/2016 s1� 1.2 OF 11, 1_C,I v m 2 0 C8'�3X2a�aX0.068 - O 681%X2°�aXO.OI� � v � Z � \ / 82 tYPICAL I/ XISTING CBI�iX25eXO.Obt3 CONVEYOR — I' -O" CLEAR �— �� 82 TYPICAL \ � C8v:X277773.GT� 82 62 82 I eUTLERIB II STEEL SIDING TYPICAL. NOT SHOWN I PF �24'_C" 1- � KEY BUTLER SECONDARY FRAMING LTi( MEMBER TO REMAIN BUTLER SECONDARY FRAMING MEMBER TO BE REMOVED INSTALL NEW BUTLER - - - - - - STANDARD SECONDARY - - -------------- -- - - - - -- FRAI-I!N'GMEMBER SIZE AS NOTED. I I O 1 � I I 1 I I I I I 1 BUTLERIB II STEEL 7 O SIDING TYPICAL I I N NOT SHOLN 1 I � I 82 ( C81%X2%XO.OIln t! 82 \ 1 BUTLER _ y G 4 STANDARD p 2 `� DOOR TRI 9 (11 TYPICAL �-�j _ I TYPICAL 13 x .ALL SIDES - Ox O N1 \ m n I 'S x � � I END OF INTERIOR CONCRETE RAMP 26' _O' rmzvATIO',V WV4 ((h 2 - 1/2"m HEX BOLTS EA MEMBER -\01 IIT GIR7 ONE SIDE WHERE SHOU.H A� A . ' 7 8. 8 1/2" "IPI CLIP (P1) +9 •-h�H��{-w -(ser-+ AdAY PE 'Mop /7rr CERT SHAWN VI�U)Eo (Gel " ' CEE CRT SWILAP N> 01110/mi" GIRT CONN. AT COI WSo1G2 OUTSET SIMPLE GIRTS sok ros uP TCD % 9' USE (3) 1/4'-14 ) 1 1/4_ �{ SDS (5570) LO ATL" APPkG% n5 SNCwN. ®®r/'"',I NO CLDi,ER THAN !/a- FRON EDGE OP CLIP OR HOLES, SCR -W SPACING, NCT IESC T}IAN T/l 4Api REIC LDCATE A Y � a I I ZEE GIRT (JAMB SUPPORT p ORT) v Df1l4RL F JAMPI (2) 1%2' A307 THIN \ CnNNFCTION HEAD BOLT (090330) & NUT (095032) rSM6LE OR DOUBLE JAVD CAN 0:1 1/2• DEEI`ER THAN THE JAv3 SLC ORI OST. EXCEPTIONJALQ CAN / 111/2' R CAN BE CSF.D M/ 8 1%7 T) " 4LIR+ 3.1+8 WAhp qGT 4T N'.., I P01 CLIP - 3 3,/4' AT T. 8 1/2% 10- GRTS SECTION A -A Pcv1067 CLP _ 4 3/4" A- 11 1/2' CFTS , p•11u(v N74v n't --- JAMB TO GIRT WS2092 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT -------i' "AlL --------' SECOND CEE ON A DOUBLE JANE IS HELD RACY 9' FRfW EACH END 0, N.1.N ,'AVP A I A JA.M9. SINGLE -- E OR DOU©_E DOLBLE JAMB JAM9 RASE -� COhJgEJTION OLtP (PCT) -- (%) 1/2.' A301 THIN HEAD RO'..T (096536; /Z ADJI,;HUR 1 NUT (715032) RODS NTH HARDENED ArASHEP. 1 1 4 - OP` / VAX Ir w COE-ICPETE FSNR--•-�,- AT 24' 0.--. (BY RJr,DEP) DAS_ M_MD_Ti JAM_` CRI BE i 1/2' mr,P R TkA% THE .AVB SIIPPp3T GPt AIIOII JAM -1 Aon OPT AT Pt SECTION A—A. xv ax,clnl n NI N cA JAUD BASE ATTACI IUENT WS2CB© I, SINGLE OR OCUP.LE ,.AIAB 1I�- [ IA. `O�6E ' CLIP 7(EOLTEJ) (WELDED) CORNER CDLUkN (RC1) (CCI) AT 7' CIRT �.� (°c1) (0C1) AT 8 1/2' GIRT d TwA� `('Z-) ;OCA-) AT IC' GIRT _ (XD-) (GCA_) AT n 1/2" GInT \�A . �'i \-011'SET i '�i y� SIDE WAL- GIFT I 2 - I/2"o HEX \� BOLTS EA MEMBER \ � �. R i� OMIT GIREWALL \\ J o Q B L—l7R' Q IP Id (RN TF -))'W-1 nFD) AT R I/;)- (gFf�-j-{qy-'k}' {seE�x-�jE am" Ci T- '•• - SE£ DETAIL.WSR002 FOR FOLTED COT' T7 7' G'RT 1. DAL^v/IJ/;3 HCv. ND. ee (;IRT CONN. AT CORNFR CCI (JUN vISR00) INSE_l CIRr AT EW, ANY OUTSET GIRT AT SW w• L3R GIRT TO JAV6 D.PT11 JA4D CLIP 7- H 112,1 10' 11 1/2' r Y JT63 JTGE NEOPRENE FOAM 6 1/2" J'Gt I JTCS -iG7 r M 10' JTG4 1TG2 o T 1/Y 1 ,rtc2 (2)1/2"X1 A325 BCK.T (4 D! V. A SECTION A. -A DV. -A -3 T ja° .AT 7, 8 1/2', 10" JAMS I6 1/4• AT 11 1/2' JAMB i I L• o1r<.oa's1,1e ew4Da T WS20F2_ _E JAMD I 1/2" A307 THIN I BOLT'(094630) .1T (095032) CLIP CHAR-) EEE C14T SIVtLAR JANE CAN K 1 '/,'.DEEPER T1 A4 THE JAV3 9A'P0" GR-, (DNLY E%CEPT*JN 11 1/:' JA1A9 CAN Ut USLU N/ H 1/2' G!fq WIN JANH ANU Ud I AI b - GIRT TO JAMB SINCLE JAMS —_ L" s L 1/2"41 BOLT BUTLER MR -24 /THROUGH 9/16" STANDING SEAM HOLE IN PURLIN / ROOF.:AL-ZN FINISH 1/2'b PL WASHER EA BOLT. TYPICAL F-� 1/2" CHANNEL NUT EA PURLIN 3/8"4, CHANNEL '\ 3/8" COIL ROD PER NUT. TYPICAL FLANS BY AWIP, 3/8"4 LOCK NUT. TYPICAL TYPICAL UN15TRUT 9-1001 e;5bX311AX 12 GA BACK -TO BACK) CONTINUOUS. ALIGN WITH AWIP PANEL SUPPORT LINES\ I iti" TAIL m 11 V I � 5/8 11 NEOPRENE FOAM CLOSURE STRIP PURLw To BE /REMOVED IINEW RIGID FRAME NEW GIRTS BY BUTLER BUTLER STANDARD PUNCHED FILLER ANGLE NEW GIRTS BY BUTLER 12 CLEAR R;TAIL bl Z-RJRLIN5 6 5't O.C. BY BUTLER NEW BUTLERIB II --PREFINI5HED STEEL SIDING _ Z -GIRT BY BUTLER 14L� "s 26 GA 012 GASKETED PREFINISHED ?EK 111 12" O.G. FLASHING EXISTING STEEL ROOFING TC REM41N rs 10 OI O -- O 1/2" HEX BOLTS. EX1571N(n PURLINS TO TOTAL 4 REMAIN (TYPICAL) EXISTING E IILDING FRAME TO REMAIN 3'-0" LAP I. EXISTING j BUILDING FRAME TO REMA IN 12" X15TING GIRTS TO EAR REMAIN (TYPICAL) t I EXISTING STEEL SIDING TO REMAIN _W STEEL SIDING _�, DETAIL J NEW STEEL SIDING •12 GASKETED TEK m 12" C.G. 4" 26 GA PREF!tiISHED� FLASHING EXISTING STEEL SIDING TO REMAIN , BUTLER STANDARD/", 1 PUNCHED FILLER ANGLE I I STRUCTURE 4 SIDING I i CCNTINJCUS AT SIM. I r EXISTING GIRT5 TO I I REMAIN (TYPICAL) II II II I CLEAR EXISTING J BUILDING FRAME TO REMAIN DATA►L K Np t X T/N/c j EXISTING CONVEYOR c Q! J U F 012 GASKETED Z6 GA PREFINISHED \ c` 4 F FLASHING �i NEOPRENE FOAM CLOSURE STRIP NEW BUTLERIB II m PREFINISHED STEEL y SIDING FIELD INStALLED i_C;V12x2B'axo.ole ; DC -TAIL JL N11 Vi FIELD INSTALLED G8'i2x2°/ax0.0'8 \ \\y NEOPRENE FOAM CLOSURE STRIP IV J UIN 26 GA BUTLERIB II DECK/ INSULATION PROTECTION NEW' BUTLERIB 11 PRE=WISHED STEE! SIDING 012 GAS TEG ,,-trEK m 12" CC. 26 GA X PREFIN FLASH -PNC LIGHT GAUGE / CEILING JOISTS AS NOTED 012 X 3" TEK SCREWS TO EACH EXISTING STUD C6": O.C.) LIGHT GAUGE WALL FRAMING NOTED �TAIL�(�� N» V GLUE OR GYPSUM SHEATHING EACH SIDE TC REMAIN EXISTING -CORRJGATED STEEL SIDING TO REMAIN LIG-HTGAUGE STEEL FRAMING TO REMAIN UNISTRUT ENCLOSURE suPPORT P'JRLIN BY BUTLER `WIRE THRCUGH EXISTING PUNCHED HOLES IN PURL IN MINIMUM OF 4 TIGHT TURNS IN 1 1/2" AT 1 EACH END MINIMUM OF A TIGHT F\ 12 GA TURNS IN 1 1/2" AT BRACING EACH END WIRE 12 GA BRACING WIRE CONTRACTOR MAY ATTACH TO EITHER MEMBER AS OCCURS DETAIL O Nal IIIIIJIIII III IIII III III III II REVIEWED FOR CODE COMPLIANCE AUG I E 20Z INTERWEST CONSUI-Ttn1r_ (%PnI1E' O KO m 0 iH L H H EN 1 I O L' 172„ VTR' GO PLUMBING FIXTURES t WATiZR USAGE -- -- , U D 3/4" C I I \TO EXISTING PLANT - `�� GREY WATER SYSTEM _ 24" SS I I SUPPLY PP .O.G. ®l - - \(-QlTER' ' -EXISTING 2"e COt`IESTIG� - SERVICE 51N< I �UF'PLY WATER LINE IN U SINK©. \' WASTEWATER BUILDING - -�o I iI I i I�- !1 i F 1 (Y i I _ _ --------------------------------------------------------- _ _ _ r ---I -- --� 5 -_ -- -_ -- -_ -_ -___ ' - -- - -- _-•--.- J 3/4 C MARK j FIXTURE MANUFA(,TURER MODEL ACCESSORIES WATER U54GE A WALL -HUNG KOHLER K-2005 WALL CHICAGO CHFI6-606 A5-1 SENSOR 0.5 GPM o 60 P51 LAVATORY 3 HUNG LAV FAUCET. SLOAN TEMPERING VALVE, i All K-54405 - ADA LAV GUARD. SLOAN 3250289 32-811-1.25 FLUSH 1,28 GPF B I WATER KOHLER CLOSET .. K-5016 VALVE. OPEN FRONT SEAT. SLOAN 325029002-8186-025 FLUSH 0.25 GPF C WALL -HUNG KOHLERR URINAL. O - HS -9 -LF- VALVE. SLOAN 5F-2250 GOOSENECK FAUCET 0.5 GPM m 6o PSI D 12" WIDE * KROWNE HAND SINK W W/ AUTO SENSOR t TEMPERING _•alma - a T„e_ 3-54 VALVE. ADA LAVGUARD FISHER 2 -COMPARTMENT � NA E 3-COr"PAR7MENT4DVAN �E TgBGO SINK i � SINK FAUCET 111111 I EZSTLBLC INDIRECT WASTE NONE NA FJDUAL -LEVEL ELKAY DRINKING FOUNTAIN �. `G 1643 W1THG3800LF NONE NA G EMERGENCY -GUARD'raN SHOWER - HERMO5TATIC MIXING PCE 20-IOMSA EXPANSION TAMC, 22" DRAIN PAN, NA H 1 STORAGE STATE WATER HEATER TtP TO EXTE RICR SEIS^ IG 20 GAL) 5R30 „ NG. STRAPPING. NONE NA I TANKLE55 - CHRC'N0^•I-E 24" X 24" X 14^ BOWL REGENCY WALL MOUNT FAUCET W/ 8" 2.0 GPM m 60 P51 I-GO^'IPARi !ENT REGENCY SERVICE SINK _ CENTERS 4 12" SWING SEE cJl FOR UNTING HEGHT AND REOU ED CLEARANCES ��-=-'�`'���__/' _�J�.J�_ /--• 8 a KEY -- — I I ! _—••.••—••— ABS f7RAIN PIPIN6:.QLL PIPE TO SLOPE AT 2% M!NIM'UM--�, 1 - _ - - - COLD WATER i Q — — — — "OT WATER F 1 ----- t1EDI;�M PRESSURE GAS PIPING \ � I B'aTLE:R STANDARD PROFILE GUTTER AT EAVE. dd ,\ EXISTING AT EXISTING BUILDING, NEW AT NEW BUILDING j t� i ❑ BUTLE:R STANDARD 3"x4" DOWNSPOUT. EXISTING 1 I - BUTLR STANDARD 3"x4" DOLLINSPOUT. t0 EE INSTAL LE i - r ARE4 OF EXISIt NGC CRETE SLAB TO BE NEAT SAWCUT I I - I.'•. 5 ,I INON REMOVED.. REPLACE AS Lj SWCUN IN SEC FROM NEW - � LIP "�w.�`v'"'v��- GRADe IPIGMAON SHEET PY MATERIAL F-EaJIREMENTB ADD NEW 4X5 ���_./�/� i - = DS' TO EXISTING GUTTER - �._ -T 1 In" vTR �. I I TRAP ._ _� __ —� ___ ___ — I ; _ _.J ___ —_ — "' —1 lr_•+_ -- ___ __ — �? .� _.__ O ! �-' __ '" -_ .— _— I "-"+ _.— --_ —__ 1 H� PRIMER 2„e C H \ 1 — I I -' 01A D, j I 'I NEA SAC -UT AND REMOVE EXISTING CCNCRE'E� 5'_AB-CN-GRADE 45 RFCUIRED 'C - INSTALL NF PLU`15NG J 1 I it i HIS 1 �. TTPGAL ii 1.x(pl �ul ((r�r�_ I/�--.�.-`„,_-`�/-'�,�-'./-�✓'_-,.�-.�J-�,-. i 1 111 ', j � HVAC UNIT ON ROOF. 455 Cu Qr ��� f I - FT/HR. PROVIDE AMERICAN I + lIl MODEL 18.3-G' PRESSR UE IL 1�1 REGULATOR, BALL VALVE AND �+ 1 1 I.1 DRIP LEG AT UNIT \ D5 FROM NEW BU;LDiNG ROOF t-+ 1 t 1•y:,. -:.--.: �i I 1\ �.����./ti/•_�'�� TO DI„CHARGE ON EXISTING 3/ � WAREHOUSE ROOF = —H �r- 3/4 G� _— '---- ----- 3/4-.,—a ------� iS - _ - - I 1 •�11 ��� �tA I �-N—I� ,fir... •..��- � .�.. �.. �.. �.. �.. �...,r..�.?��-.��� IM 52S • �� lil rl0 1 j 2” Co I F2 t i 1 �� ABovE I Y I/2" V R I- CEILING I35rtRENCH DRAIN ++ I' r �J SCALE O2 IU I In' VAR Q' it j I v� I v - A•CO I r- I - ' 1� .• 1 JOB ff m • ( FILE: I I HI , I II h i 3/d N — 31A C --TT--n----r--rT—Tr—r -A8' TRENCH DRAINII. ,� f ( • '. � 1 I tj }a r NEW GAS METER LOCATION J >r : 55 UNDER I IL 7'-� - I r✓ I I / CONNECT TO EXISTING EXISTING I ---Li _II �, - \ IIA" DOMEStIC �\ PERIMETER _ V t I y,_ +�- .-_— —' .--:_.._ --_.-. ___`_,./f T WATER SUPPLY LINE �\FOGTwG i� / i I fSHEE -- -- ------ -------- \ J T IcP2^ s — — —g� - * REVIEW4D FROM NEW I N � I AN \ I ¢ A" GO ROOF TO DS TO EXISTING] 41�aS=PrlcODE COMP ' ANC Q ® GRADE J CUTTE._._�_.� -y i- - - - - - - - - - - - - - - - AUG 18 2015 INTERWEST CONSULTING GRnle^ il��� H III t 3 i N Z O �5 W _•alma a 1 � 111111 I SEE cJl FOR UNTING HEGHT AND REOU ED CLEARANCES ��-=-'�`'���__/' _�J�.J�_ /--• 8 a KEY -- — I I ! _—••.••—••— ABS f7RAIN PIPIN6:.QLL PIPE TO SLOPE AT 2% M!NIM'UM--�, 1 - _ - - - COLD WATER i Q — — — — "OT WATER F 1 ----- t1EDI;�M PRESSURE GAS PIPING \ � I B'aTLE:R STANDARD PROFILE GUTTER AT EAVE. dd ,\ EXISTING AT EXISTING BUILDING, NEW AT NEW BUILDING j t� i ❑ BUTLE:R STANDARD 3"x4" DOWNSPOUT. EXISTING 1 I - BUTLR STANDARD 3"x4" DOLLINSPOUT. t0 EE INSTAL LE i - r ARE4 OF EXISIt NGC CRETE SLAB TO BE NEAT SAWCUT I I - I.'•. 5 ,I INON REMOVED.. REPLACE AS Lj SWCUN IN SEC FROM NEW - � LIP "�w.�`v'"'v��- GRADe IPIGMAON SHEET PY MATERIAL F-EaJIREMENTB ADD NEW 4X5 ���_./�/� i - = DS' TO EXISTING GUTTER - �._ -T 1 In" vTR �. I I TRAP ._ _� __ —� ___ ___ — I ; _ _.J ___ —_ — "' —1 lr_•+_ -- ___ __ — �? .� _.__ O ! �-' __ '" -_ .— _— I "-"+ _.— --_ —__ 1 H� PRIMER 2„e C H \ 1 — I I -' 01A D, j I 'I NEA SAC -UT AND REMOVE EXISTING CCNCRE'E� 5'_AB-CN-GRADE 45 RFCUIRED 'C - INSTALL NF PLU`15NG J 1 I it i HIS 1 �. TTPGAL ii 1.x(pl �ul ((r�r�_ I/�--.�.-`„,_-`�/-'�,�-'./-�✓'_-,.�-.�J-�,-. i 1 111 ', j � HVAC UNIT ON ROOF. 455 Cu Qr ��� f I - FT/HR. PROVIDE AMERICAN I + lIl MODEL 18.3-G' PRESSR UE IL 1�1 REGULATOR, BALL VALVE AND �+ 1 1 I.1 DRIP LEG AT UNIT \ D5 FROM NEW BU;LDiNG ROOF t-+ 1 t 1•y:,. -:.--.: �i I 1\ �.����./ti/•_�'�� TO DI„CHARGE ON EXISTING 3/ � WAREHOUSE ROOF = —H �r- 3/4 G� _— '---- ----- 3/4-.,—a ------� iS - _ - - I 1 •�11 ��� �tA I �-N—I� ,fir... •..��- � .�.. �.. �.. �.. �.. �...,r..�.?��-.��� IM 52S • �� lil rl0 1 j 2” Co I F2 t i 1 �� ABovE I Y I/2" V R I- CEILING I35rtRENCH DRAIN ++ I' r �J SCALE O2 IU I In' VAR Q' it j I v� I v - A•CO I r- I - ' 1� .• 1 JOB ff m • ( FILE: I I HI , I II h i 3/d N — 31A C --TT--n----r--rT—Tr—r -A8' TRENCH DRAINII. ,� f ( • '. � 1 I tj }a r NEW GAS METER LOCATION J >r : 55 UNDER I IL 7'-� - I r✓ I I / CONNECT TO EXISTING EXISTING I ---Li _II �, - \ IIA" DOMEStIC �\ PERIMETER _ V t I y,_ +�- .-_— —' .--:_.._ --_.-. ___`_,./f T WATER SUPPLY LINE �\FOGTwG i� / i I fSHEE -- -- ------ -------- \ J T IcP2^ s — — —g� - * REVIEW4D FROM NEW I N � I AN \ I ¢ A" GO ROOF TO DS TO EXISTING] 41�aS=PrlcODE COMP ' ANC Q ® GRADE J CUTTE._._�_.� -y i- - - - - - - - - - - - - - - - AUG 18 2015 INTERWEST CONSULTING GRnle^ il��� H III LAV PROVIDE PERMAIN?LY i MOUNTED LADDE POR WATER HEATER ACCESS 1 - ! 1 H ABOVE L1 1 I���j"/CEILINING 1 ^, 1 % TIP OUT a 6" �1 I ABOVE F.G. 1rr---! 2" co 2---- 111/2" VTR V ---� 2.. FD I G 3/8"0 COPPER FROM TRAP PR;MER AT 1 f\ I - LAV CW SUPPLY TO _ 1 I 1 FLOOR DRAIN. SEE (_._ ��I f'2 ® f OF I .I cc 2„ VTR jL 1 itio 3/8"0 COPPER FROM B 1 -- TRAP PRIMER AT I L CW SUPPLY TO 1 { FLOOR DRAIN. SEE 1 i @ 1--?- ,�• .o CO {•�- •I i2„ VTR 3/8"0 COPPER FRCM �--- - TRAP PRIMER AT - \ 2" FD LAv CW SUPPLY TO `Ell G 1- FLOCR DRAIN. SEE �I � 3„ !�2 vT I � B 1 DETAI- A NTS ry �4ccl � LAV LAV WG CO (v t - I I I� LAV FD WG :)WV (60MET%(G DF NOTTOSCALE KEY A55 DRAIN / W45TE PIPING AB5 VENT PIPING CO CLEANOUT (F . FLCOR, G = TO GRADE) VTR VENT THROUGH ROOF Gca ♦ \ TO y SEPTIC SYSTEM .9 r STANDARD WALL GIRT BY SUTLER 362 512 5-43 TRACK. t—ATTACHED -0 GIRT WITH 0,2 5CRE'W m 16" O.G. 3/4' WOOD STRUCTURAL E PANELS 4TTACH TO STUD W/ '8 X 1 1/2" W4FER HEAD SC9'-EUl5 e 6" /6"/12" O.G. \� 3625125-30 5TJD5 a 16" O.G. PLUMBING FIXTURES — 45 NOTED f— FL-45TIC 1-41-IINATE FN15H SURVACE 3625125-43 TRACK ATTACHED TO FLOOR W/ X It12 SHOT PINS 16" O.G. SEAL W/ CAULK DETvwwm�vAL i3_ NT6 '5 x l2 • DOWEL x 24" O.G. SET IN EXIST NG CONCRETE WITH SIMF50N 5ET-XP EPDXY 4DHE5!VE 5" MIN b _ NEW 6" CONCRETE 61-45 ---� EXISTING WITH 04 18"O.C. E.W. I SLAB TO REMAN .. ♦ O 6..! f .t • u ♦�r�L ♦I 1-�.'i Irl I'1�—t I_ m�U1 4,,,l- 6 MIL V'SOUEEN _ DETA. G NT6 COLD WATER SUPPLY E HOT WATER ) COMMERCIALLY AVAILABLE EARTWO'JAKE \ RESTRAINING 5TR4P5 I IN5TALLED PER 3/'4"0 TtP \I = M4V1JFACTURER'S RELtEF VAI`VE SPECIFICATIONS, 5TR4P 455EMELY TO BE APPROVED 5T CA 0.5.4. FiN FLOOR �• GALVANIZED IRON DRAIN 'PAN � DETAL p M8 / C(Z)LD WATER .LINE IN WALL A 12" SCR 4CGES5 f PANEL 3/8„ C FLOOR DRAIN \ EXTERIOR FRAMED WALL OR OTHER STRUCTURAL ELEMENT 45 NOTED 3/4"0 TIP DISCHARGE 3/4"0 DRAIN PAN DISCHARGE WALL �I -TROP PRIMER VAGUME BRAKER GRAVITY LINE \ TRAP �� TRAP P' IMMR TO ESE TYPICAL DETAl.�L FLOOR I�R41N8 — - i NTB F 1 lI AUG 18 2015 INTERWEST CONSULTING rt?"11Q 0 0 Z C Z 9te A ^Z* Vvt�1 V/M O D INSPECTOR SICNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buiktings shag be designed to iw..IWe ted green buading measLxee speffed m ma rAy in the application checklists contained in this code. Voluntary green Wilding meMLres are abo Inchded nate amlrcauon checklists and may be trlclu0ed in the design and corhstructim of strLdue6 a7.wed by ink, code. lot are rot remitted unless adopted by a city, county, M City and cPraty as spectted in Section 101 7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. IBSCI The pmisims of irgmdual sections of Chapter 5 apply to newly constructed buildings, Willing addtuhs of 1,000 spore feel or greater, and/or building allembos win a Fiona 0 valuation of $200.000 OF above (for acre;arines within ted authority d Caworma Bu'Iding Standards Commission). Code sections alevarttoaciddlors and ademhms Shall only apply to the portions of the W iMirg being added or altered w4an lie some of the periled work A code section will be designated by a banter to indicate where the ode sedidt a1Fy apples to nevty constructed building (NJ or to additional and alterations [AA]- V&b the rode eednm apace tt bdh, m harms will be Card SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCU PANCY BUILDINGS. In mired occupancy buildings, each portion of a lx lei shall cornpy with the specific green building measures applicable to Earth specfic occtnpsn:y. ABBREVIATION DEFINITIONS: HCO Department of Housing and Community DLveliY r," BSC Cdtorma Do long Standards Commtssnn DSA -SS Division of the State Archded, SMural Safety 09HPD Office d'hemwde Hearn Planning and Deekpmert LR Low Rise HR High Proa AA Ampors and Ateri. N Nea CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.101.1 Scope The provswns of this chapter outline planning, design anddesmlomed extbous that mcude emnremmermly responsible Ste sebetion, W id" design, W/ding sting and motto - t In pmkct restore and erfwnee Me emvonmemal gdatty of Me site and respect led into" of adjacent ,ocmi SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following forms are posited n r7aper 2 (and are included hent kx-mlennce) CUTOFF LUMINAIRES. Luminaires whose light dstrnaper s such that Me candea Per 1000 tamp linens does ret numerically exceed 25 (2 5 Percent) at an angio of 90 degmes amva nada, and 100 (10 percent) at a vertral angle d 80 degrees atwve nadk. Ths applies to aN b!eial angles amindtbe k mnaire LOW -EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehcks am hmNM to me febs,oq 1. Zero emasswn vehr-le QEV), inckdng negbbommd eiectro wholes (hkV) pamal zem emssnn vehcle (PZEV), advanced techncbgy PZEV (AT ZEV) or CNG fueled (ong"I moveient man i r act,rer only) regulated urider Health and Safety Crile section 43"430 and CCR, Tee 13. Sections 1961 and 1%2. 2. Hgbeffiuency vehoos, regulated by U 9. EPA, manng HichOccupancy Ven cle (IOV) car pool ane stickers ssuM by Me Do padmem of Motor Valhnbs NEIGHBORHOOD ELECTRIC VEHICLE fNEVF A motor vehicle that meets Me deAntion of "bw•speed vehciff etMr m Smmn 335 5 of the Vehicle Coda or m 4gcrR571.500 (as itexistedon Juy 1, 2000), and hs mrteed M Iero-emissim vshmle staata+ds; TENANT -OCCUPANTS. BuiMing occupants who inhabit a building during 4s normal hers dop mrM M mr .in occupor i, such as employees, as thstogu shed from cii5bme,s and other tma,Rellt oscros. VANPOOL VEH)CLE. Eligible whicies am limited to eny onto, vehicle, other than a motortruck pr buck hector, designed for cartylrg mom than 10 but alt more than 15 perams Inckdrig the diner which s maoemed am used pimantyforMenonprofdwork-relatedtranspotafnndat4ugsfpthe Wrposed rx, anng Note: Source'. Vehicle Cede, DMosion 1, Seclan 668 ZEV. Any vehicle certtod to zero-envsson standards. SECTION 5.106 SITE DEVELOPMENT SAM.1 STORM WATER POLLUTION PREVENTION. Nelly constructed projects and addtons which disturb gess than me acre of land shag pmwad the pollution of Sorin water enrol from Me construcnm artiwtes through one or mom of the fo16avwng Reasons 5.106.1.1 LocalaAnance. Comply wth a lawfully enacted storm water management ands erosion people ordmanco 5.106.1.2 Best MariagaHeem Pin IM (BMP), Prevent the leas d volt thmugh with or water emnnn by nnplementinganeffecl,ecomhinationoteroslon,4,ed nntconhntandgo.dh s keepng BMP. 1. Soil loss BMP that should be considered for each project include, but are net IimaM to, the folkrwmg. a. Scheduling construction acl" b. Preservation of natural featums, vogelabon and sol: c. Drainage swabs or hoed dotes to control stoomsetw flow d. Mulching or hydreseming a stabilize d5turbod soil e E"win cement to protect slopes. f- Promotion of slomn dram mlets (grawl begs or catch tanto inserts). g Perimeter sediment control(perimeter sit term, than rolls). h Sediment hap or sediment basin to retain sediment he site. I . S1a S6zed mnsbucton exits. I Wind eioson control. k Other sal loss BMP acceptable to the enfmcntg agency. 2. God Io keepng BMP to rrerra9e CWStmlclion equ.m t. met .K end Sora "Mat snood he crosdemd for implementation as appropriate for each pmycl include. tut are net invited b, Me FollNmg a Material handling and waste management b Bualding matenats stockpile menagahni - c mpragmmmt of washod areas(concrete. pane, Succo, eta). d. Control of i,eNoWeluiment fueling b contractors staging area. a Vehicle and equipment cleankg m,brmed of site f Spin prevention am control. 5.106.8 LIGHT POLLUTION REDUCTION. IM Outdoor lighting systems shag be desgme0 and installed to cc" with the following 1. The minimum requirements in Me California Energy Code fa LLINing Zones 14 as defred in Chapter 10 of the C310Cmila Admr,,rcinv , Code, aid 2. Saekbght, Uplyht and Glare ISUGI ratings es defined to IES TM15-11; and 3 Vii ,)is%) r-TNteRPTnhxa,.xretx 'UArseshmvrlin-. L `,r Ydh%,to Comply wed a local odmanm IaWuly enacted pumuan to Sedlon 101 7, wltiche+ n mora stegoo Excephons:(M 1. Luminsirss Mat coal y as exci,pfnn5 in Section 147 Ofthe California Energy Cotte 2. Emergency lording Nob: (771 Sae also Caltomia Building Code, Chapter 12, Sectxm 1205 6 formNege campus bywng regt.ICments for F9d(Tg facilities and walkways. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site F7adrig m a drainage system will manage all wrface wnar Mlosvi keepwater from entering buadirgs. Examples of methods !o manage surface water include, Wt are not timmA b, the 1: rnwg 1 Swabs 2 Water collection and disposal sdstemn. 3 French drains, 4 Water retention "in 5 Other water meas.ms will keep surface ,a tat away horn t,L itchres amt ad in gnwnewater rechage Exception: Amdons and alor-epis net alluring 'he drainage path DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope. Far the pnmses of mandatory energy efricrency standards an this carie, me CaNmma Energy Commission will continue to adopt mandatory, W 'kfmg sandars. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The prorsans Of this chapter shag estadsh the means of consorting water use nacos, outdoors and in wastessatm conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following hems are defaced in Chapter 2 (and are m 0r." hen, A1rreAyeaos) GRAYWATER Pursuant to Heath and Safety Code Section 1792212. "gmytiome means entreated wastewatx that has not been contaminated by any told discharge, has rot been affected by infectious, contaminated, m unhearny bodily wastes, and does rid present a threat from cmhnnnatim by unhealthful processing, menufadursg, a ma,rimgwastes. "Gmyw w -includes, Wlsrid Ie iMIreweste'6,1h Immbamtut5,sh.+ bath.an wmFbasms, clothes washing machines and Laundry Nin, Nit dens rid Irckde waste water Form kitchen smks Or dishwashers MODEL WATER EFFICIENT LANDSCAPE ORDNANCE (MWELOL The Calffoma ordinance re9ulamg andscape design, instagatim and maintenance p ictces that still ensure commemal, rtx:bboWy, and ~ c1e elo mer nsta4ed landscapes greater man 2500 square feel reed an irtgan, water budget dewbped bused m landscaped aria and dimatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (OMrELA), 01001 The Ca!tDrma model ordatarce 9Caltoma Cade of Regulations, Title 23, Divrsan 2, Chapter 2 7), ,eguntirg bmsears design, nstasare n and mmrtenantm pactees. Local agencies are repuum ro adopt me updated MWELO, or adopt a local ordinance at best as effectve as the MVaELO. POTABLE WATER Wates that is dmkatea am meets rte U S Folnor mental Prammon Agency (EPA) Drinking Water Standards. See definition in the Cale,cma Plumbing Code, Part 5. POTABLE WATER. DOM Water that is satisfactory for dnki.ng, culeary, and MrteSc puroses, and meets the S. Emronmental Protection Agency (EPA) Drinking Water Standards and Me requirements of Me Health Authority Having Jurisdiction, RECYCLED WATER Water which, as a msu0 Of treatrre d of waste, is subabb for a direct beneficial use ma cmbolkd use MatwiouM not othenine Moor furan r Code Section 13050 (n)J. San* IM, recycled water s wzater treated to meow wash matter attaining a da!alty mat s Mable to use Me water age.. SUBMETER A ether,esaged subordinate in a see roller, Uaualy used to measum water attended for one purpme. . such as tlftu ape tmgatmn. Fm ted purposes of CALGreen, a dedicated mean may be comdemd a sLea"kw. . WATER BUDGET. Is me esti ated bol ismscape rogation wain use which shag not exceed me maximum applied water allowance calculated in accordance wed the Department of Water Resmmes Model Effned Landscape Ordnance IMWELO). SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate subrneters Or me emg'krises shall be MMI for the uses described n Sech ons 5031 1 and 503.1.2. \ 1 ❑ 5.303.2 WATER REDUCTION. Plumbing tatums shah men the mux M f w ma values shown n Tahb 5 303.2 3 Exception: Building that demm"to 20%o em1 water use reduction. In Ms case, a catiulince dexcestmtmg a 20% rMmtion in the building'swa!er use msekee"as established in Table 5.303.2 2, shag be Pervaded 5.303.2.1 Areas d addMar oralbralSon. Forthose occupancies will the authority d the Cailmnia Buddng S ,mc suds Comnassion as spacJAm m Section 103. the pmNswns d Sw,t 5.303.2 and Section 5 303.3 shat 3Wy to new fixtwes in addt s m amM of aflemtlm tome bung. INSPECTOR 250 INSPECTOR 140 SIGNOFF 5.110.2.1 Owner's Me Owner P,epresenatfve4 Project Suquhemerds JOPR), IM The expectations and SIGNOFP SECTION 5.504 POLLUTANT CONTROL METAL TO METAL requirements of the budding appropriate torts phase shag bu documented before Me design phase of no meted PLASTIC FOAMS 5.504.1.3 Temporary ventilation. The penitential: HVAC system shag only be used during construction i POROUS MATERIAL (E)(CEPT WOOD) begins. Ths documentation shag include the oosteg. VAM necessaryo condition the Witdi or areas of addition m aberatkan wennted for t n9 FIBERGLASS 1. Emacomedal and susanabdp goals 2 Ene effcienc Is miter b 2013 Cagoma Eine C do, Section 120 ,or Y flora ( gY e(b)I SECTION 5.401 GENERAL dmirMarr airfitn materel and equipmed ista V81lolation I( the HVAC system s Lsed dumg cm1,999, n, use inter air wire e Tank -type wan cbseh seal ce certeed a me pedoamante solaria d the U S EPA VhterSense Slx+ctca[xn for TankTypetreks 3. Indmr SA01.1 SCOPE. The handers of this chapter shall oul ne means d aMevi material incomes l coeromon and me ckers Marcum y R Vake 8, bases on A,Hg2AE 52 2-1999, man average 1 ignatia mty Nnct nh efficiency through pmtacnm of buildings floral eMenor maslum, mnstusm wast tiversim, employment of an Fid ig a Occupied ie30% bash on ASHRA 1 1992 of 52.0 1992 Replace reg Eters immediately {xpr b oaupancy, a, 077th buikfing s mcupkd t Note: The e0ecti a flesh volums' dual Mush briefs s definedas the ccmmosae, average rush volumed 4. Project prograonterom, , sand hears of Operation and need for afar noun operation techniques to reduce polo on through recydng d materials, and budding commssiming printing and adNstng mboo, ion Of c during al[emOm, al the conclusion dcrostmc5o,. two iodated fithn as am am fu5est. 5. Equipment and systems expectations ent and stems a meds ions SECTION 5.402 DEFINITIONS 5.408.1.3 Wasbsimamreducfonatbmadve. Thecomt"dwegMdnewmnsft ti dstlosalmndoes 5.103.32 Urhlals. The effectke tush volume of lianas shall not exceed 0 5 galons per Push. 6. Burt?ng mcupad and cM,ramn and maintenance (06M) personnel expectations. SA02.1 DEFINITIONS. The folbwang terms are deemed in Chapter 2 (and are included here brzJaranceJ 5.504.3 Covering of duct openings and protection of mocha Neal equipment during cunsbuc6on. At Me tine d 5.301.3.3 Shwserheads. 5.410.2.2 11.11, d Design (BOD), W A Worried explanation of hoiv the design of Me buadmgsritems meths ba,wrtilafing � rough ensta!aton, or during storage on the construction site and until hold Marup d me Nei coping and equipment, an duct and other related air Mstrbubm metterat opticians shag txa covered will tape,CPR 5.303.3.3.1 Singh xhowerf ad. Shoo mds shed have a maxtmum fl rated not more Man 2 0 snag be completed at tin desgn phase d the buiMngroje Bonnet The Bass yer the of Design document shall To adjust a dammer. Pksto, sheet metal or, enter methods acceptable M the enforcing agency to reduce Me amount of dust voter and gallons per made a! 80 W. Showenhe:ds shall be certified to Me performance cdera of the U. S. EPA W.fieserise Specification for Showolheace, "arising systems BALANCE To proportion flows within the dsmbution system, Mkrlmg wbmains, branches and temvnals, debis which Trey collect in the system. (!N )20 GPV_bW PSII t Heating, ventilation, air conditioning (HVAC) systems and mares Imlato 2013 Ca'Actri Energy Com, according to design quantities. X 5.303.3.3.2 Multiple shevnrheads serving one shower. When a shower m served by more than ons sbnaamead the combined floe rate d at the Sbowemends andym Other shaver odiem co mend a' a single Section 120 8(cN.5.504.4 BUILDING COMMISSIONING. A systematic al assurance cess Mats s the entke de Ys quality process N sign and mrstmction Finish material poRubm control. Finish ri s"im shall corm ,,,m,Section 5 504.4.1 Hni 5 504 4 4 . vaN, shag not exceed 2 0 gallons Per minute at M pa, OFT the shown shah be designed to allow only one co Z Indoor kgoling system and mms b a 120 freler 2013 CakfomEnergy Code, Section . S(cn. protein. including verifying and documantmg Md building systems and mmpments aro planned, designed, installed. shower cartel to be in operation 9 a time. 3. W'der heating system Irefer to 2013 Cat4omia Energy Corte, Section 120 8(c)) ❑ 5.504.4.1 Ac heshan . seabms and caulks. Acft,n, s, sealants, and caulks used m the project shag mast Note. A "rid heldshower shah x,mrsderm a sb mead 4. ReneuaDe energy systems . TEST. A pmen um to determine quanlita" performance of a system or muipned the requlmearts of da foibws,g standards. 5.703AWAmoth TER RE Each Wilding shah reduceWweSwder 20 percent by onedMa followingfollowingg nadlais -. 5 Landscape urga!Ion s tears. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT balder Porters adtesNo pavers snare Ns, seared malars and caulks snag 1. Adhesives,with 1. IBSC, DSAS,] The re agation of watnconservng Injures (water closets, urinals) m semg Me control 6. Water reuse systemiri - 5.407.1vide 07.1 WEATHER PROTECTION. Proawehe atr-resistant eMernr wall am foundation envelope M envrepaired by toadhesive complyle. kxalmmgional air midbncontrol orargusty detrnl Nits504 established in sections 5.303 2 or 5 303.3. 5.410.2.3 Commissbniag pan. IN) Porto Permit issuance a commmoionng pan shot W competed to California Building Code Section 1403 2 (Weat!her Protection) am California Energy Code Section 150, urs 550 4 42whom amhcabela shagSCAco D Duk 1168 VOC 1158 as, team o takes 5 504 ria and 5 corpoo Such S product so shag the Rue 1168 pact, t on use d tertan talk: compound, ' document how the project van m commissioned. The cortanssonkg pan shag pickets tis 1o6Wwng (Mandatory Features and Deviswcm, es), mandes m9alabm i t trucnms m local oMnamm, Whchever s alae ne clo lon am ,methylene chbridn, tpmhbrceMykia aid bnhbraemybrm) exceplfm (chloroform, ethylene dbfied waste veter(recycled we" complying win Me current editor d the CaIfomn Pkmtirrg Code aeMer rtxhd,orb 1 General project gr, artiatpn. Snowed in aerosol products as speu0m in wtseciron 2. tebw described in Gann A5.30/8. 2 CommiSsloning ggak. 3 FEMALE URINALS 3. Systema to tocommssored Plam to test systems and commneres shall ochade. 5.407.2 MOISTURE CONTROL Employ mosture coal meas or" by the bnavng methods. 2. Aerosol adesves, endsma!ermg saes dadlxashea, and seekadgrcaul c fall lepra ommurds 5.303.5 STANDARDS FOR PLUMBING FIXTURES AND shah be Instated shag t Plumbing fixtures andfilingassembled a An explanation of the original design m1m( do alt Weigh mom than the from ants d product less packaging and ur rid crosrst ud mom m with the C is d shag mea ss Code, and shat meet Me arxanade standards iefa m Tale b EWipmmt and to b tested, ncudng the ectad of tram, 5.4072.1 Sprinklers. Desi and maintain Landscape m system prevent pray pr gin ape gni tions terra ro t s an structures apend man 18 MM ounces) shat y wth s VOC sandCds and other re. inommg 01 1 of the lura CodePlumbing 7401-1 d the Celdomia Plumbing Cade rend n Chapter 6 d the code. tested o Functions to re tested. n Toxic mr ands. o ah i Te,eds prohiSeeps m use of certem beck mmpqurda, dCelywnia Cade oyl3gubAan; Title 17, commencing d. ns endn ssmx:h e g be performed 5.40722 Entries and openhgs. Design exterior entries and/or openings subtest to foot tmRc or Wind4riven inn t with Sednn 94;-07. - MrasConc.r e. Mea cram F for acceptable c performance marice Hdome anoth.le 4. Commrslmnngteam ihfamanon. 5. Commzsnnirg process atfiwfes ScnMuks and resmsibilties Pans rete completion TABLE 5.504.4.1- ADHESIVE VOC LIWT,a commissioning shag m Included - Less Warm rend Less Exempt Compounds in C,mms per Lta 5.410.2.4 lidt"onal perfomvnce lesfmg. EM Functional pedmmance tests shag mexcesrate, the coned ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT msblahon, and operation of each onyonent system and sySemto system idedace in accordance With the aopmved plans sad spectnatbrn. Furiefl nal pafomanw testing repwte snort coram 1Nmmretom addressag INDOOR CARPET ADHESIVES 50 each of the, tip king mmponenh tesad, the lasting mdhom ullizeck and include any readings and adraftrienb made. CARPET PAD ADHESIVES 50 5.410.2.S Decumertalion and tralNn4 MI A Systems Manual and Systems Operations Training am required, OUTDOOR CARPET ADHESVES 150 including Occumtional Safety and Health Act (O,HiA) reovirements in Cabforrria Code of Regulations (CCR), The 8. Section 5142, and other related regulations WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 5,110.2.5.1 Systems manual. PO Documentation ofthe op satwal aspects of Me buddag shad be competed wchln Me systems manual and delverm to Me building owner m rax prrtahwr The systems manual SUBFLOOR ADHESIVES 50 shag include mho loAowrq 1. Ste nharman tn, including tachy description, history and current requirements. CERAMIC TILE ADHESIVES 65 2. Steceractofoonarm, VCT S ASPHALT TILE ADHESIVES 50 3 Basc ophations antl mantenanme, mcuding general ste op"ng procedures, fess troubksho,-ting, remmr-rrlded maintenance requrremmts, site eve's log. DRYWALL 8 PANEL ADHESIVES 50 4 Major systems. COVE BASE ADHESIVES 50 5. Ste equiprnml owntary and rralntenonce Molts. _ 6 A copy dvaecdcM required try the enforcing agency m thin cafe. MULTIPURPOSE CONSTRUCTION ADHESIVES 70 7. Oren resoumm and doumenamn, N apphna STRUCTURAL GLAZRlG ADF!ESVES 100 5.410.2.5.2 Systems operations trathin%Illi A Program tore training of Me appropriate maintonance staff for SINGLE -PLY ROOF MEMBRANE ALCHESVES 1 250 each equiprmmt tyle angor system shag be developed and documented in the com rmsimma report am shad include the fdktwng: OTHER ADHESIVES NOT SPECIFICALLY ALLY LISTED 50 t SysleMequiwant Werem(what t Is, What I does and win what other systems and/or equgrok3 - SPECIALTY APPLICATIONS 2. Review and demonstraton of servicmg/prevedNe maintenance. - I - PVC WH.D!NG 510 - 3 Review d the iMormatron in the SySema Mnei 4. ROiewclthermmddra .gson MesystemleP,ry .n CWCVvELDIf4G 490 ABS WELCING 325 S.410.2.6 CommhsloNng report A report It commissbnrig pross advtms mdertakm !hrough mdesg crostvchen phases of Me WNSng project shag be mmpbted and murder to Me Omer or representative. PLASTIC CEMENT WELDING 250 Nob: Guidance on iapkmen!ation and enforcement of commssnning rtsakiaenh, incudmg wmple ADHESIVE PRINIER FOR PLASTIC 550 - - COmdame foes and lentiratee, ray The buns in AAMModfly A6 DMtiMM AB t ,pl.thn rrde aworrA07,40_.ts E -Sift 5.410.4 TESTING AND ADJUSTING. Testing am adjusting of farmos shag ce required for WNangs less than - 10,000 square feet or ew syslems to serve an addtun or aseraton subject to Section 3031 SASOA2 Sysbms. Develop a wrimen pion of procedures for taSng antl adjustrig systems. S,a,mm to be . nckmd for testing and adjusmg shall include at a minimum. as apphcabe to the protect 1. HVAC systems and control. 2. indoor end outdoor Ighthg aid contras. 3 Water heating systems 4 Rmewabte energy Systems. 5. LandsrApa mgaton systems. 6. Water reuse systems. 5,410,4.3 Procedures. Perform testirg and addusbrg procedures in accordance wed manufactumrs specifications and appcable standards on eacin sy,surl. 5.410.4.3.1 HVAC balancing. In add!Oon to rifling and adiusung before a nor space-coriddorirg syslem SPECIAL PURPOSE CCNTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESVE 140 TOP S TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS SKMOFF METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (E)(CEPT WOOD) 50 VAM 30 FIBERGLASS 80 SECTION 5.401 GENERAL 2 Anernata wash reductnm mMhoS developed by wonng withtical agencies 6 dive m or recycb TABLE 5.303.2.2 -WATER USE BASELINE, FIXTURE TYPE i INSPECTOR DAILY USES INSPECTOR SHOWER HEADS SKMOFF S.303.3 WATER CONSERVING PLUMBING FIXTURES AND FTTTINGSPWmbin'gfutures (water closetsand SIONOFF DIVISION 5.4 MATERIAL CONSERVATION FAUCETS LAVATORY FATS urinals) and things (faucets and sh"ertaishagoff"withINSfolezeetg 2 PETER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS AND RESOURCE EFFICIENCY 1:1 5.3011Wafer .1 Closehhe Teltive Bush vom d head w water clown shag ad exceed 1.28 gallons per R:sn a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE CFA BUILDING OR PORTION OF A SECTION 5.401 GENERAL 2 Anernata wash reductnm mMhoS developed by wonng withtical agencies 6 dive m or recycb Tank -type wan cbseh seal ce certeed a me pedoamante solaria d the U S EPA VhterSense Slx+ctca[xn for TankTypetreks KITCHEN FAUCETS SA01.1 SCOPE. The handers of this chapter shall oul ne means d aMevi material incomes l coeromon and me 4 MIN. 1 Xs efficiency through pmtacnm of buildings floral eMenor maslum, mnstusm wast tiversim, employment of 22GPM @60 PS Note: The e0ecti a flesh volums' dual Mush briefs s definedas the ccmmosae, average rush volumed TIOFFICEBUILDINGASSEIS DETEF IN b. FJCNRESICENTIALKlTCHEN FAUCET USE IS DETEFMINED BY THE OCCUPANT LOAD OF THE AREA techniques to reduce polo on through recydng d materials, and budding commssiming printing and adNstng and rarkea. two iodated fithn as am am fu5est. SERVED BY THE FIXTURE SECTION 5.402 DEFINITIONS 5.408.1.3 Wasbsimamreducfonatbmadve. Thecomt"dwegMdnewmnsft ti dstlosalmndoes 5.103.32 Urhlals. The effectke tush volume of lianas shall not exceed 0 5 galons per Push. (IN )20 GPM�fO P531 SA02.1 DEFINITIONS. The folbwang terms are deemed in Chapter 2 (and are included here brzJaranceJ not excited two pounds per square feel of budding area may to duenad a meet the 5o6 mnmam rip m end 5.301.3.3 Shwserheads. ME1F3tINGFAUCETS ADJUST. To regulate fluid flow rate and ar patterns at the terpmal eguipmmt such M to reduce fan speed m 025MIN 5.303.3.3.1 Singh xhowerf ad. Shoo mds shed have a maxtmum fl rated not more Man 2 0 X adjust a dammer. 25 [RIM SPACE gallons per made a! 80 W. Showenhe:ds shall be certified to Me performance cdera of the U. S. EPA W.fieserise Specification for Showolheace, NonOat-Hgn Glens VOC het in Tato 5 5(14 4.3 snag ar4a'/. BALANCE To proportion flows within the dsmbution system, Mkrlmg wbmains, branches and temvnals, WASH FOUNTAINS (!N )20 GPV_bW PSII 025 WIN according to design quantities. X 5.303.3.3.2 Multiple shevnrheads serving one shower. When a shower m served by more than ons sbnaamead the combined floe rate d at the Sbowemends andym Other shaver odiem co mend a' a single 1,28 GAUFLUSH BUILDING COMMISSIONING. A systematic al assurance cess Mats s the entke de Ys quality process N sign and mrstmction 1 MALE, vaN, shag not exceed 2 0 gallons Per minute at M pa, OFT the shown shah be designed to allow only one CLOSET protein. including verifying and documantmg Md building systems and mmpments aro planned, designed, installed. shower cartel to be in operation 9 a time. tested, operated and maintained to meet Me owners pre;ed requ-meads. 1 28 GAL/FLUSH Note. A "rid heldshower shah x,mrsderm a sb mead 1 MALE,' TEST. A pmen um to determine quanlita" performance of a system or muipned WATER CLOSET 5.703AWAmoth TER RE Each Wilding shah reduceWweSwder 20 percent by onedMa followingfollowingg nadlais -. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT `\\ 1. IBSC, DSAS,] The re agation of watnconservng Injures (water closets, urinals) m semg Me control 1 28 GALh7USH 5.407.1vide 07.1 WEATHER PROTECTION. Proawehe atr-resistant eMernr wall am foundation envelope M envrepaired by 1 MALE, established in sections 5.303 2 or 5 303.3. ❑ California Building Code Section 1403 2 (Weat!her Protection) am California Energy Code Section 150, 2 IBSCI UtOving non -potable water systems [caps" rainwater, grayelater, and rnrnie{aly treated (Mandatory Features and Deviswcm, es), mandes m9alabm i t trucnms m local oMnamm, Whchever s alae 1.28 GAL)FLUSt waste veter(recycled we" complying win Me current editor d the CaIfomn Pkmtirrg Code aeMer rtxhd,orb 1 MALE' Snowed HYDRAULIC WA1ER CLOSET described in Gann A5.30/8. 3 FEMALE URINALS 05 GALIFLUSH 5.407.2 MOISTURE CONTROL Employ mosture coal meas or" by the bnavng methods. _ 5.303.5 STANDARDS FOR PLUMBING FIXTURES AND shah be Instated shag t Plumbing fixtures andfilingassembled m with the C is d shag mea ss Code, and shat meet Me arxanade standards iefa m Tale 5.4072.1 Sprinklers. Desi and maintain Landscape m system prevent pray pr gin ape gni tions terra ro t s an structures 01 1 of the lura CodePlumbing 7401-1 d the Celdomia Plumbing Cade rend n Chapter 6 d the code. 5.40722 Entries and openhgs. Design exterior entries and/or openings subtest to foot tmRc or Wind4riven inn t TABLE 5.303.2.2 -WATER USE BASELINE, FIXTURE TYPE FLAW RATE2 DURATION DAILY USES OCCUPANTS, SHOWER HEADS 2.0 GPM GJO PSI 5MIN. 1 X. FAUCETS LAVATORY FATS 05 GPM 060 PSI 2 PETER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS 3 % (NON.RESIDENTIAL) a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE CFA BUILDING OR PORTION OF A ."'MIN. 2 Anernata wash reductnm mMhoS developed by wonng withtical agencies 6 dive m or recycb KITCHEN FAUCETS 2 2 GPM (D 00 PSI 4 MIN. 1 Xs REPLACEMENT AERATCRS 22GPM @60 PS DUALITY MANAGEMENT DISEDICT RULE 1168, NT DISTRICT TIOFFICEBUILDINGASSEIS DETEF IN b. FJCNRESICENTIALKlTCHEN FAUCET USE IS DETEFMINED BY THE OCCUPANT LOAD OF THE AREA X . and rarkea. 2.2 [RIM SPACE SERVED BY THE FIXTURE ,1�L�\1\��\���\{�* \\ S!\ 5.408.1.3 Wasbsimamreducfonatbmadve. Thecomt"dwegMdnewmnsft ti dstlosalmndoes WASH FOUNTAINS (IN )20 GPM�fO P531 not excited two pounds per square feel of budding area may to duenad a meet the 5o6 mnmam rip m end X ME1F3tINGFAUCETS 25GALYCEE U/C 025MIN 3 X METERING FAUCETS FOR 25 [RIM SPACE NonOat-Hgn Glens VOC het in Tato 5 5(14 4.3 snag ar4a'/. WASH FOUNTAINS (!N )20 GPV_bW PSII 025 WIN 5.504.4.3.1 Aeras' Path and coatings. Aerosol paims and ceelngs shat reset the PWMIR Limas Ior X GRAVITY TANK WATER 1,28 GAUFLUSH 1 FLUSH 1 MALE, X CLOSET 3 FEMALE FLUSiOMETER TANK 1 28 GAL/FLUSH 1 FLUSH 1 MALE,' X WATER CLOSET 3 FEMALE `\\ FLUSHOMETER VALVE 1 28 GALh7USH 1 FLUSH 1 MALE, % WATER CLOSET 3FEMALE ELECTROMECHANICAL 1.28 GAL)FLUSt 1 FLUSH 1 MALE' X HYDRAULIC WA1ER CLOSET 3 FEMALE URINALS 05 GALIFLUSH 1 FLUSH 2 MALE X ven o pret water intrusain into buildings as follows. 5.407.2.2.1 Etderbr doorprosecOwL Primaryedhlor entrns shall be covered io p mt mter ntrusnn by using nonabscrti floor and wag finishes wthm at bast 2 fed amund and perpendicular to such openings plus al least one of Me following: 1. An installed awning at bast 4 feet in depth 2. The door s pmtectedby a roof ovemang A least 4 feet n de1Xh. 3. The door is recessed at least 4 feet 4 Other methods whoh provide egtlNa'ent p lfw.bon 5.407.2.2.2 Flasheg. Inst.9 Antngs mtagmkd with a drainage pane SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or safvage for reuse a minimum of 50% of the Ton tiazarbous ermsn:drnn and domination warm in accordance with Section 3 408.1.1, 5 408.1 2 or 5.408.1.3'. or meet a beat mrStratIMA reed dimand el w5i?9 management wdinai whcheser R more stringent 5,408.1.1 Constructlon wast, management plan. Where a local punsdictim does not have a construction am demolition waste management ordinance, submit a consM)c0on vssb management plan Mat 1. Idendies the corepalm and demolian waste materials W m d a,ted tem disposal by efficient usage, recyclug, muse m the pmmjed or salvage Mr Futuro use ofsea, 2. Dat.n ,m. t constmetion and d mKp n waste materials vat bu shed on-ste (smmesepamted) or bulk hoed (segs, stream) 3. Identlxn dvefson facil4ias where cmnstmctbn and dheYiorr waste m te,,W cplected w , bu taken. 4. Spec,Fes that the amount ofmnstructwn and demoMvn waste materials demnid shat be calculated by weight Or volume, but net by bdh. 5.408.1.2 Waste Management Cornmry. Un iz, a waste management company Mat can provvM verifiable documentation that the percentage of construction and daorHon waste m. tenai dNMed fmm the amf4 complies with this socaea INSPECTOR SIGNOFY FIXTURE "WATER USE" = FLOW RATE X DURATX)N X OCCUPANTS X DAILY USES Less Water and Less Ex amp Compounds an Grams per Lter Note The owner or contractor shah make the doto-mma!mn If me construct. and demolition waste naterei SEALANTS CURRENT VOC LMR 1. THE DAILY USE NUMF'£R SHALL BE INCREASED TO THREE IF URINALS ARE N07 INSTALLED IN THE poeMums define by the Testing Adjusting and Balam:rg Bureau NaOmal Semarda, the National wet W deferred IN a waste management mrmmy. THE AOHES VE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOVvED. ROOM_ 300 Exceptions W Sections 5.406.1.1 and 5A01i 250 2 PETER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS 450 1. Excavated and and amcbamg dells approved by the enforcing agency a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE CFA BUILDING OR PORTION OF A 2 FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE 2 Anernata wash reductnm mMhoS developed by wonng withtical agencies 6 dive m or recycb BUILDING. E TOTAL OCCUPANT LOAD FORA HEALTHY LUB,THE BUT CIPLV A FRACTION OF THE 250 la,,illae capable d mriv re Anh this Rem do act exist 775 IN OCCUPANTS INAN THE ANTICIPATED NUMBER OF USERS ARncompeton d testing adjusting and bsamng, Provide a final report ottesteg Re 3. Demolition waste meeting local ordinance w calculated n mnakastim d load aacyckting lactims DUALITY MANAGEMENT DISEDICT RULE 1168, NT DISTRICT TIOFFICEBUILDINGASSEIS DETEF IN b. FJCNRESICENTIALKlTCHEN FAUCET USE IS DETEFMINED BY THE OCCUPANT LOAD OF THE AREA 750 and rarkea. SERVED BY THE FIXTURE ,1�L�\1\��\���\{�* \\ S!\ 5.408.1.3 Wasbsimamreducfonatbmadve. Thecomt"dwegMdnewmnsft ti dstlosalmndoes species d^fn4nn mciudM in thd specmt reg.atnn s Me one thal prevaAS fir Ma spaces measure a one that to raiesbon. not excited two pounds per square feel of budding area may to duenad a meet the 5o6 mnmam rip m end 3 USE WORKSHEET WS -1 TO CALCULATE BASELINE WATER USE as approved by the enforcing agency. California Art Resources Board Suggested Control Measure, and the cpr'esm^dhh9 Flat tgonfat a S,406.1.4 Doe umaloggias. Docunnedaton shall bu provided b the enforcing agency which demonstnites NonOat-Hgn Glens VOC het in Tato 5 5(14 4.3 snag ar4a'/. tomplence wed Sections 5 408 1.1, through 5 408.1.3. The waste management plan shag be updated as INSPECTOR SIGNOFY 5.410.4.5 Operation and malnbnance (O 6 M) manual. Prvmde the building paper m reaesmaMe with detailed op natng and maintenance mshudnre am copies Of guamntiasMananties for each system 0 8 M instrvcbms shall be consistent win OSHA repieemema in OCR, Trek 8, Section 5142 and Other tripled regulations. 5.410.4.5.1 inspections and reports. Ini a copy of all inspection wrmcoi o s and rents mquimd by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5,501 GENERAL 5501.1 SCOPE. The proteans d that chapter shag ounce means d reducing Me pelantty, of air contaminants Mat O are odorous, lmtamgte , and/or harmful to the comfort and vwll-0m ercg d a Mid" Soccupants cupants and negblxxs ;a SECTION 5.502 DEFINITIONS 0 5.502.1 DEFi4r"S. The following terms are de5hed an Chapter2 (and are included Tom lermhostri 0 COMMUNITY NOISE EQUIVALENT LEVEL 1C II A metric similar to the day-ngd average sound level (lent Q/ except mat a 5 eecgel adjustment n added to the equvakd continuous sound mposum latest tee evevng hours C7pm M` to 10pn) in addom o the 10 OB nghtsme adjustment used in the Lon. .0 COMPOSITE WOOD PRODUCTS. Composite wood products inducts hardwood plywom mrtrkNxxd am mhaum 0 density hbefte'd.'Composite woM products dons not include hadhond structural plyAood smoc urat panes, structural composite lumber, oriented strand board, glued arnnated timber. timber, pm,amcated warlord1-psts m M1ngeryoin[ed lumber, all as sr. rs dl in California Cale of Reguatkns B7C% Title 17, Section 931201(a) to i Note: Sec CCR, TMe 17, Second 93120 1 TABLE 5.504.4.2 - SEALANT VOC LIMIT serving a bulldog or space s operated for normal use, the system shall be balanced in accordance will Me Less Water and Less Ex amp Compounds an Grams per Lter 1. FAN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, SEALANTS CURRENT VOC LMR ARCHITECTURAL poeMums define by the Testing Adjusting and Balam:rg Bureau NaOmal Semarda, the National MARINE OPO( THE AOHES VE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOVvED. El 300 Environmental Balancing Bureau Procedural Standards;As ..tedAk B3anne CouncANa "Standardsmas 250 StNGLEF LY ROOF MEMBRANE 450 OTHER approved by the enforcing agency SEALANT PRIMERS 2 FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE ARCHITECTURAL NONPOROUS 250 THE VTC CONTENT IN THIS TABLE. SEE SOUTH COAST AIRS.410 775 MMODIF IED BITUMINOUS ARncompeton d testing adjusting and bsamng, Provide a final report ottesteg Re MAR gNEDECK DUALITY MANAGEMENT DISEDICT RULE 1168, NT DISTRICT OTHER 750 signed y eldr to signed by the mdwdual maponuble fa perfmning mese services. worn all ea gtv7O2Cfl5(KIIRHTMLR11G8 PDF ,1�L�\1\��\���\{�* \\ S!\ 5.410.4.5 Operation and malnbnance (O 6 M) manual. Prvmde the building paper m reaesmaMe with detailed op natng and maintenance mshudnre am copies Of guamntiasMananties for each system 0 8 M instrvcbms shall be consistent win OSHA repieemema in OCR, Trek 8, Section 5142 and Other tripled regulations. 5.410.4.5.1 inspections and reports. Ini a copy of all inspection wrmcoi o s and rents mquimd by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5,501 GENERAL 5501.1 SCOPE. The proteans d that chapter shag ounce means d reducing Me pelantty, of air contaminants Mat O are odorous, lmtamgte , and/or harmful to the comfort and vwll-0m ercg d a Mid" Soccupants cupants and negblxxs ;a SECTION 5.502 DEFINITIONS 0 5.502.1 DEFi4r"S. The following terms are de5hed an Chapter2 (and are included Tom lermhostri 0 COMMUNITY NOISE EQUIVALENT LEVEL 1C II A metric similar to the day-ngd average sound level (lent Q/ except mat a 5 eecgel adjustment n added to the equvakd continuous sound mposum latest tee evevng hours C7pm M` to 10pn) in addom o the 10 OB nghtsme adjustment used in the Lon. .0 COMPOSITE WOOD PRODUCTS. Composite wood products inducts hardwood plywom mrtrkNxxd am mhaum 0 density hbefte'd.'Composite woM products dons not include hadhond structural plyAood smoc urat panes, structural composite lumber, oriented strand board, glued arnnated timber. timber, pm,amcated warlord1-psts m M1ngeryoin[ed lumber, all as sr. rs dl in California Cale of Reguatkns B7C% Title 17, Section 931201(a) to i Note: Sec CCR, TMe 17, Second 93120 1 TABLE 5.504.4.2 - SEALANT VOC LIMIT MERV. Fitter minimum effKkncy reporting ✓ 1de, based on A.SHRAE 52.2-19IG Less Water and Less Ex amp Compounds an Grams per Lter KITCHEN FAUCETS SEALANTS CURRENT VOC LMR ARCHITECTURAL 250 MARINE OPO( 710 NCNMFM13RANE ROOF 300 ROADWAY 250 StNGLEF LY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MMODIF IED BITUMINOUS 500 MAR gNEDECK 760 OTHER 750 D MERV. Fitter minimum effKkncy reporting ✓ 1de, based on A.SHRAE 52.2-19IG MAX. FLOW RATE eD 20% REDUCTION KITCHEN FAUCETS NOTE. FOR ADDITIONAL INFORMATION REGARDING METHODS TO Z 18 IRI M SPACE (M.)20 GPM@ 60 PSI] METERING FAUCETS 0 20 GALLONSCYCLE MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH in REACTIVE ORGANIC COMPOUND ni Any compound that has the potential, ince emitted, to cohnoute u COAST AIR QUAL ITV MANAGEMENT DISTRICT RULE 1109 M ozone forTo ton in Me troposphere. VOC. per mrtmmm toady dKmed as a chemoal command fused carbon shams or rings wen vsures 5.504.4.3 Perth and coatings. Architectural paints and maMngs shag comply with VOC lints n Table t d r geo vapor pressures greatnm 0 7 n,nimete These compounds typlcany onam c d mincer more [Sea Me ARB Archledural Conon Sm 9s ,gesed Control Measure, M shown t Table 5 SIM a.3, unless more Strmighd local hints apply. The crated IimN for coatings mat do not neat Me defnng dor the O n OCR Ti hydrogen and may mdein oxygen, nitrogen am other elements antage See CCR TNN 17, CAQkTem 9d, etc, Note: Wmore s cifit tree r4 am cath from agencies such SLAC 4rD, ARE, arca the VOC t le 5 as Wflaty cora",rigs categories Ism' n Table 5 504.43 shat be dearmmM by classifying the coating as a Fat Nmflat species d^fn4nn mciudM in thd specmt reg.atnn s Me one thal prevaAS fir Ma spaces measure a one that to raiesbon. or Nonfat -High Goss coalinig, Eased m is gloss. as define lin Subsections 4 21, 4 36 and 4 37 d the 2007 I, California Art Resources Board Suggested Control Measure, and the cpr'esm^dhh9 Flat tgonfat a � NonOat-Hgn Glens VOC het in Tato 5 5(14 4.3 snag ar4a'/. 5.504.4.3.1 Aeras' Path and coatings. Aerosol paims and ceelngs shat reset the PWMIR Limas Ior ROC m Section 94522(a)(3) and other requirements, nMLdk.g prm'6Aions m use of certain mar compounds and oaone depleting substances, la Seldom 94522(c)(2) am (d)(2) d Cakiome, Code of 7h kftidds, Title 17, am irrang wed Section 94520; and n areas under the jurisdiction of IN, Bay Area Air Quality Management District addemnaty Co "with the percent VOC by weigh of product limes of Regulation 8 `\\ Rule 49 TABLE 5.303.2.3 - FIXTURE FLOW RATES FIXTURE TYPE MAX. FLOW RATE eD 20% REDUCTION KITCHEN FAUCETS 18 GPM 0 EO PSI WASH FOUNTAINS 18 IRI M SPACE (M.)20 GPM@ 60 PSI] METERING FAUCETS 0 20 GALLONSCYCLE METERINGFAl10ETS FOR WASH FOUNTAINS 20[RIM SPACE(IN)20 GPM 060 PS9 necessary and shag Da accesstlk during mnstrurtlm for exarknatim by Me enforcing agency. Notes: 1. Sample forms found in "A Guide to Me California Green Building Standards Code (Nmresidrttalr located at www lose ca 9WA/onie'CALGIeen aspx may be used to asst in dmmOennrg complame web the waste management mon 2. Mined crosme.m and dem kbcn de pans wm can be locatedet raifoma NMpart m d Resources Recycling and Recmery (CalRacycie). 5.406.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS- MSCI 100 percent of trees, stomp,, rocks and mssocated vegeaton and sods reaulfirg pr manly from and clearing shall he reused or recycled For a phased ejectwell materal may to stockpiled m Ste urtbi the storage sib s developed. Exception: Reuse, either on oroffsce, of vegetation OF sell contaminated by disease or pest orientation r ax dNobs: 1 . , . t. It contamination by disease or" infestation is suspected salad the Cordy Agncutuml Commas"nef and foil" is mrecmn for recycling or disposal died materel 2. Fm a map of know pest ands disease quarantine zones, crosul with Me CaVoma Department of Food and Agmuhum. (wwowodfa ca graq - SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS - 5.410.1 RECYCLING BY OCCUPANTS. Pmvde madiy amMsitae auras that serve the entire building and ars idedAim for Me di p Mispoi storage and m9ection of nos hazartous m u!ra!s for recycling imkdng (a! a mmnmum) paper, corrugated c unpi gess, plastics and metals means lawfully enacted local pecyctng ordinance, If mom re vited. - 11 5.110.1.1 Additlas.IAl Apr addtons contluctM within a 12 month Period under sagk a mU"dale peeks, resunng m an ,ncressa of 30% m mom to floor ama, ..hall provide mcydaig areas on site. Exception Addrons waMn a tenant space resula g n less then a 30% increase in the tenant spam lloor i area }`\lN 300ft1.2SampleorMras C Spaceallocation18 sforrecydng areasstraptodWwen Chapters Part3.li Dr.Mion 30 d t:e Act ogc 91 Ac ces Code Chapter 18 s known as the G'+!ifnma Solid Waste Reuse aid Recycling AmeNob: A sample mdirance for use by local agencies may be found in Appendix A of Me document in this TRAFFIC MARKING COATINGS 100 TUB S TILE REFINISH COATINGS 420 WATFRPROOFING MEMBRANES 250 WOOD COATINGS 275 HOOD PRESERVATIVES 350 ZINC -RICH PRIMERS . 340 1. GRAMS OF VOC PER LITER OF COATING. lh LUDING WATER a E% M CO.exN)NOS 2. THE SFECTIM LIMITS REWN IN EFFECT UNLESS REMSED LIMITS ARE LISTED ill S)B'S,EOU"T COLUMNS IN HE TAN E 3. VALVESINTHISTASEARF O, D FROM THOSE SPECIFIED BY THE CALIFORNIAAIR RESOURCES OpAi MCHITECTURALCOnT SS)Lt'G .00ONTROLMEASUREFM 1,.`006. MOREINFORMAT ISAVNLPRLE FROM THE MR RE CM BOARD. 5.551.4.32 VerilkatMa Verrcamn of ompfranoe wnlh this so- Mon shah he pp+kded at me request of the enforcing agency. Dorumenahm may include, but s net lamed to, the following 2 TMNM UMDEN FiP WR DH AWMW'MtHK ESSOFYI6IWC4Mt8Fen. a 15043.3 Plibra In mechannally vemiated W idings, dxWide reguary ooulaM steed nine bueding with to, fifraton media for ouhide and mem an Mat provides at least a ktnnum EPckmcy Reporting Vake (MERV) of 8. MERV 8 files shag be unaged pmrM mmryncy, and mcpmmandatMs for maintenance with filters of Me same value shall m incto dad in the operation and mention" manual. 1. An ASHRAEID%tol5%effwwncyfnershagbepnmttedforan HVACuntmeting Me2013 Calloms Energy Code havtig 60,000 Bluth orless capachy Win cat t the energy use nine air delvery system is 0 4 Merin of loss N design Sir flow 2. ExstingmechenxelequlpnalL SS04.7 ENVIRONMENTAL TOBACCO SMOKE (ETS)CONTROL WTare outdoor areas are provided for smoking, phhnd smoking within 25 feet of hulking enures, outdoor as hakes and Ojai wmUows and wMit the bunking as already pmhibAad by Omer avrs or regulations, OF as I nfimed by odarams, mguarms or policies of any city, county, cry and county, Caffoma Commpdy College, temipn of Me Ca Home Sate Upras", OF campus of the Unverslry of California, ahcheve, are mom stringent Wim odnances, mquamrn wmkcies am not in pace, post signage to Inform W king omupanh of the poli brans SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL Buildings shag meet or exceed the provisions d California Bulkfrg Code. CCR, Trtb 24, Pert 2, Sections 1203 (Ventilator) and Chapter 14 (Exterior Wafts). For adWonal measures rid ecm4cabe to loweta Ifootatat oecupancies, sea Semon 5.4072 of this ode. SECTION S.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY, For mechanically or naNmly wrYli species To buildings, mild Me nvnimum requirements of Section 121 (Requirements For Vent'iation)' the 2010 Caldoms Energy Code, or the apycabe local code, whnhewr s more stringent, am Donn 1, Chapter 4 ofCCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buifdings or eddtions eprlptud will, demand control ventilation, CO, smsce, and serNmnn mentis shag be spec tied and installed in accordance with the Requ moments of the 2013 Ca dornia Energy Code, Section 120(c)(4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACGUSTICAL CORML. Employ budding assemblies and competence" SoundTe ,anssion Coss (STC) vanes delemmmed lin accordance win ASTM E 90 and ASTM E 413, orOudom4moar Sound Transmission Class (OITC) determined in accordance wah ASTM E 1332 using Paper the pescnpve m performance method n Section 5 507 4.1 Or 5 507.4.2 E,eePtom. BuiMngs web mw or no mmpanls a wham mcumnh am rid Italy b be affectedby extemrne5e, as detente' by the enforcement authocy, such as fadones, stadiums, storage, enclosed Parking strucures and unity Nakh" Exception: IDSA -SSI For Public school and mmmunly coleges, the requaemmts of Mel soman aid at subsectcros a" only m new tonvilaidin ' 5.507.4.1 Exterior noise transmsslon, prescrip8va method. Wag and mpfceihng assemblies irpti b the noise source making up Me building or addition envelope or plated antelope shaft meet a cornpxsm STC ng of Went 50 or a cwrposl!e OITC mining of no less Man 40, with exmnor windows of a rtmimual STC of 40 w OITC of 30 in the following bcabons., 1 Wthm the 65 CNEL nose option of an airport Extepliues: 1 Lai or CNEL for military airports shag be de!enntnm by the acifry Aalnsagdnrr CmrgatiNa Land Use Zone (AICUZ) pian. 2. Lm m CNEL fm other airports am helgp for Which a land use pan has nd toren de Dped shall be determined by the local goreml pan rrese ekmed. 2. Within the 65CNELorLamesmdourdafineway orex ressway, Mimed, nmsmalsoumea faMquideway source as mtermned by Me Noise Element of the General Pan. 5.507.4.2 le.rformance MMh.& Fa buildings located as defired in Section 5.507 4 1 Or 5.507.4.1 1, wall and mofcrileg asserrWes exposed to the noise source w1drig up Me bu4ang Or milon jewslopo m altered ewe" shag be emstructM to provide an interior base err irommmt attrdMable to exterior sources Mat does net exceed an hourly eguiwbnt noise twill (Leal of 50 dBA in occuped areas dumg any hour of olxeratwn. 5.507.4.2.1 Slt, Features. Extenorkearnsmhass.r,d"soreadhberms,raybeut!uMas appropriate to ma, building, addition or aberatlon parieto mtngatesound migration tothe interior 5.507.42.2 Doeomenbtlal6/Complanee. Macombt tanalyssdmummtiMcompyinglntaorwund levels shall ce prepared M personnel armmved by the architect or eng alae of record 5.507,41.3 Interior sound. Wal and fbaceihng assemNas semommi; tenant Spaces ander.ot spaces and public pieces seal have an STC of W kint 40. Note: Examples of assemlbrs and Meirvarous STC mnngs may be found at the Cal^oma Orbe or Nose Central, www tmlbose "PDF1C.neS1udesJSc_ce Mt rKM; puff. - CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC systemisaAers Shan be trained and ceritemn, the pope msa/atop of HVAC systems including ducts and agement by a nationality w regionally recognized training or certification program. Uncombed persons may perform /NAC nsagams when under the drect supervision and responsibility of a person tinned andcMmed to nstali FVAC sysarm or conbactortoensed to noaO HVAC systems. Exam iesdam"tieHVACtmnmgandcertdcation pcgmms incudo W t are not brotedb me fc9Oing 1. SaaceNfiedammdkespmppgmri 2. Public utilny tranmg pogzarm, .. 3 Tmnningprogmmssmnsoredbytmde,labororslakwtdeenergym�"gmvertfioa!bn organizations. 4. Pmgramssmnswedbyma OwWmgnMan¢eros, 5 Omer Programs acceptable to theenfommg agency 702.2 SPECIAL INSPECTION IHCDI. When required by Me enforcing agency, the owborm the responsible eddy acting as Me Wmeys agent shall employ one or From spenal e,smicars o pmdda . impfcten o omer ddies necessarya subSanWte mmmkante xreh Ms coda. Sp u l nsp nepr5 shag demonstrate competence to the satsfadpn of the erYwing agency brine mrticutar type dnsprtnn or ask to he pMomed. In addition to otter ce nkat nes or quattcatlos acc pstatae b the enfommg agency, the following cedihcebons ormucaikn may be mrsdered by Me enomog agency buten ewaluatng to dowfl ations of a special inspector I . Ce rroation by a national or regional gteen butdng p-gmm or Sandal NNS .. 2. CM,hC.M try a Satemde energy crosuemg orvedce.n organ¢.'i , such as HERS inters, Wilding performance contractors, and home Sangy a Wcors. 3. Successful for mknm of a Mad path apprentice tearing program in The almmlxate trade. 4 Other programs acceptable tome enfommg agency. No1ei: 1 Spacal ismdors shall W mdependem edtbs withno financnl ntemst to me matenas or ted wee they are nslx!iw fm compiaxe With thin rode. 2. HERS raters are slonal inspectors certified try the Califoma Energy Commasskm (CEO m mail homes in California according to the Home Energy Rating System (HERS). JBSCI When requited by the enfom m.gemy, tpe owns or the respmssbie hart, acting as the owneh agent shag employ one or more spini inspectors to provide inspection or One, rAtes necessary to sdrstantmte mmphance web M5 Code. Specol ospecbm Shal denonslm!e competence to Me sateadnn oft" enforcing agency forme parnuartyte of inspection monk to tae Wormed In addition, the special inspector steal have a certlicaton from a recognized state, national or mtematonal assmatim as determinedby the ticalagency. The area d mtgcmnn snaH b cbsey mfet Wo e pnmaryjob furdon, as glia mM by me tical agency. Nob: Spiral rismdors shag bu independent entrains with no financial Ifni in the materials or the pied they are nsmcmg for compliance wee that ode. 703 VERIFICATIONS 703.1 DOCUMENTATION. Doculno atim used M slow comp4ame with this cafe shag include bol is alt Ynvled to, consbuc dm.menh. pans, .lvcrcations, butkler o installer tettit m, ispedon mmOs, m'ter methods moeplat to Me enfommg agency which demon Smte sut,ar!ral confpmtance. When spectra documentabpn or sphoW Inspection a necessary to verey mrnplarce, that method of mample,oe will to spectied in the archaevi section or Intermitted apphcol le cl,monit I 7 III CONSUI TiN)r, rpnl IO 5/12/16 6/8/16 7/12/16 BCI TOG 0 z z 0 F- 0 z 0 a� a� Of <U) r� rn 0Zv0)N JC)LLJ U� J:2 p00 I 0 :200U IM Q U O U U a� Cn 5/3/16 >➢ceaT 3/32. 1' Om/1A�1 Tyler G SOD �Cf m I III CONSUI TiN)r, rpnl IO Make Up Air Unit Unit Base Rail Factory Roof Curb r 24ga Counter Flashing 2x2 Factory Naile $" Bolts 24 OC \ Metal Roof Deck 2x4xj C Channe \Z Purlins 60" OC 8 Bolts Support `Duct Drop 8' Z Girt. 6' 14ga suppor frame is MAKE UI' AIR OO UNTING DETAI N.T.S. BR -II Metal Wall 8' Z Girt \ Bolts 6' 14ga support—/J Trim frame Weather Hood W/ Iq' Screen Factory Roof Curb 2x4x16 C Channel/ Bolts Support 24ga Counter Flashing Metal Roof Deck Bolts \Z Purlins 60" OC A ROOF MOUNT EXHAUST DETAIL N.T.S. -BR-II Metal Wall 8' Z Purlin\ 8° Bolts 6' 14ga support— frame _ Shutters 1 WALL MOUNT EXHAUST DETAIL v SCALE: NONE RECTANGULAR GALVANIZED BY DUCT SUPPORT NOTES: 6/8/16 SHEETMETAL DUCT ALL STRAPS. RODS, TRAPEZE ANGLES AND TRAPEZE CHANNELS SHALL BE SIZED T*G AND INSTALLED IN ACCORDANCE WITH THE LATEST SMACNA REQUIREMENTS. SEE HANGER CONN B. ALL BOLTS, NUTS, SCREWS AND OTHER FASTENING DEVICES SHALL BE WrO ALL THREAD DETAIL G/M2 1-- =0 RECTANGULAR GSM DUCT SEE HANGER CONN a� ROD (TYPICAL) WHICH APPLY. ���0 38.0 ALLTHREAD ROD (TYPICAL) DETAIL GIM2 00 J> pI U�•V0 HANGER CONN DETAIL RECTANGULAR GALV. 1r MAX TO BOTTOM ROD STIFFENER WHERE ANGLE FROM A/M4.3 OR BIM4.3 Q NUTS & WASHERS RECTANGULAR U SHTTdITL DUCT OF ROOF STRUCT BRACE OCCURS (TYP.) LATERAL BRACE f 38" ALLTHREAD ROD (TYPICAL) 22 GAx2" WIDE GALV E. LATERAL BRACING REQUIRED ON 3r WIDE AND LARGER RECTANGULAR DUCTS, SHEETMETAL V) LATERAL & LONGITUDINAL SEE APPROPRIATE 12 MAX TO BOTTOM NUTS &WASHERS F. SUPPORTS SHALL BE PLACED AT V -(r ON CENTER (MAX) AND AT ALL CHANGES IN SHEETMETAL STRAP DIRECTION. #10 SHEETMETAL BRACING 20'-0" OC OR BRACE CONN OF ROOF STRUCT SPIRAL SHTMTL DUCT--`JnJG. FOR DUCT SUPPORT IN CAFETERIA SOFFIT, SEE STRUCTURAL DETAIL 48530. WHERE REQUIRED, SEE DOUBLE JAM NUTS & APPROPRIATE SEISMIC DUCT WITH r WIDE WASHERS r x 2- x 1/4" ANGLE ><I CONNECTION DETAIL GALV GSM STRAP 22 GA x r WIDE GALVANIZED NUTS & WASHERS (TYP.) SHEETMETAL STRAP DOUBLE JAM NUTS WASHERS (TYPICAL) -BRINE- ANGLE CLIP (TYP.) SPIRAL DUCT r x 2" x 1/4- ANGLE RECTANGULAR DUCT (EXPOSED/CONCEALED) DOUBLE JAM NUTS & WASHERS ROUND DUCT (EXPOSED/CONCEALED) (32- WIDE AND LARGER) (TYPICAL) (18.0 AND LARGER) SELECT HANGED RECTAN SHTMTL RECTANGULAR DUCT (EXPOSED/CONCEALED) (31- WIDE AND SMALLER) SECURE FAN COIL UNIT TO WALL WITH A MINIMUM OF (3) 3/8'0x1-1/2" LAG - BOLT WITH LOCK WASHER THROUGH HOLES PROVIDED IN MOUNTING PLATE PRE -DRILL TO 75% OF SHANK DIAMETER LOCATE (1) BOLT AT EACH STUD AT — CENTERLINE OF (E) STUDS. PROVIDE HORIZONTAL BLOCKING AS REQUIRED. PROVIDE (2) #10x1-112" WOOD SCREWS AT EACH STUD ABOVE AND BELOW BOLTS IN HOLES PROVIDED. SEE HANGER CONNECTION 38" ALL -THREAD ROD WITH LOCK NUT & WASHER, TYPICAL 4 LOCK NUT & WASHER, TYPICAL - INTEGRAL MOUNTING BRACKET, TYPICAL 4 DOUBLE JAM NUTS & WASHER, TYPICAL - STUD WALL, SAD REFRIGERANT 1 AND CONDENSATE PIPING, ROUTE PER PLANS STEEL WALL SUPPORT FRAME FURNISHED WITH UNIT. ATTACH FAN COIL TO FRAME. FAN COIL UNIT. MOUNT WITH A MINIMUM OF 2' CLEARANCE TO CEILING FAN COO IL OO N WALL DETAIL N.T.S. 1-112"x1-1/2 x 14" ANGLE LONGITUDINAL BRACING , SECURE SIMILAR TO DIAGONAL BRACING -- SEE SEISMIC BRACE CONNECTION, AIRCRAFT CABLE ALL 4 CORNERS 2 CLAMPS ON EACH END CEILING CASSETTE / ' WEIGHT =118 LBS MAX /./ CEILING (SAD.) a CEILING -MOUNTED FAN COIL DETAIL SCALE: NONE ROUND DUCT OD(POSED/CONCEALED) (16.0 AND SMALLER) ROOFING (SAD) r B EQ 2x4x& C CHANNEL OR 4X6 BLOCKING ROOF STRUCTURE 12- MAX TO TOP OF PIPE L4 38- ALL -THREAD ROD MIN (SIZE PER MTC/ HANGER DETAILS) SEE APPROPRIATE HANGER DETAIL 2- 0 1-1/4" LAG SCREW !I (TYPICAL 2) EQ 22 GA, r WIDE GALV SHEETMETAL STRAP SEE APPROPRIATE HANGER DETAIL 4x OR C CHANNEL LOCKI 2"" 8"Gx2- LONG ANGLE IRON BRACKET EQ 38"0 MACHINE BOLT, LOCK WASHER & NUT �- DOUBLE JAM NUTS & WASHER (TYPICAL) �-- LOCK NUT & WASHER EQ (TYPICAL) SECTION I3I� SEE APPROPRIATE HANGER DETAIL MOM HAMMER 131EM OLO _--REVIEWED U SCALE: NONE MR CODCOMPUANCE AUG1 R mis mT__ I' _ - 11 i --- I I I � I, I INTERWEST CONSUL Tinlr. rPr)l In REvealS BY DUCT SUPPORT NOTES: 6/8/16 A. ALL STRAPS. RODS, TRAPEZE ANGLES AND TRAPEZE CHANNELS SHALL BE SIZED T*G AND INSTALLED IN ACCORDANCE WITH THE LATEST SMACNA REQUIREMENTS. B. ALL BOLTS, NUTS, SCREWS AND OTHER FASTENING DEVICES SHALL BE z z 0 1-- =0 LOAD -RATED AND SHALL MEET ALL CODE REQUIREMENTS AND SAFETY FACTORS z 0 a� a� QV) WHICH APPLY. ���0 SELECT APPROPRIATE J LLJ o p) 00 J> pI U�•V0 HANGER CONN DETAIL C. WIRE, USED IN LIEU OF STRAPS AND RODS, IS NOT ALLOWED. FROM A/M4.3 OR BIM4.3 Q U RECTANGULAR U D. WHERE APPLICABLE, INSTALL INSULATION AFTER INSTALLING DUCT HANGERS. GALVANIZED SHEETMETAL DUCT 22 GAx2" WIDE GALV E. LATERAL BRACING REQUIRED ON 3r WIDE AND LARGER RECTANGULAR DUCTS, SHEETMETAL V) AND ON 18" DIAMETER AND LARGER ROUND DUCTS. 22 GAxr WIDE GALV F. SUPPORTS SHALL BE PLACED AT V -(r ON CENTER (MAX) AND AT ALL CHANGES IN SHEETMETAL STRAP DIRECTION. #10 SHEETMETAL SCREW SPIRAL SHTMTL DUCT--`JnJG. FOR DUCT SUPPORT IN CAFETERIA SOFFIT, SEE STRUCTURAL DETAIL 48530. ROUND DUCT OD(POSED/CONCEALED) (16.0 AND SMALLER) ROOFING (SAD) r B EQ 2x4x& C CHANNEL OR 4X6 BLOCKING ROOF STRUCTURE 12- MAX TO TOP OF PIPE L4 38- ALL -THREAD ROD MIN (SIZE PER MTC/ HANGER DETAILS) SEE APPROPRIATE HANGER DETAIL 2- 0 1-1/4" LAG SCREW !I (TYPICAL 2) EQ 22 GA, r WIDE GALV SHEETMETAL STRAP SEE APPROPRIATE HANGER DETAIL 4x OR C CHANNEL LOCKI 2"" 8"Gx2- LONG ANGLE IRON BRACKET EQ 38"0 MACHINE BOLT, LOCK WASHER & NUT �- DOUBLE JAM NUTS & WASHER (TYPICAL) �-- LOCK NUT & WASHER EQ (TYPICAL) SECTION I3I� SEE APPROPRIATE HANGER DETAIL MOM HAMMER 131EM OLO _--REVIEWED U SCALE: NONE MR CODCOMPUANCE AUG1 R mis mT__ I' _ - 11 i --- I I I � I, I INTERWEST CONSUL Tinlr. rPr)l In REvealS BY 5/12/16 6/8/16 7/12/16 T*G z z 0 1-- =0 ES z 0 a� a� QV) O) ���0 Q �U J LLJ o p) 00 J> pI U�•V0 �oOUL Q U U VJ � U U V J V) 5/3/16 01G11C1 Tyler C. iw r Iml 2 - ,crt Name Smuckere Add iTion • Offices &Rertrooms NRCC-PRF-01-E Page l of 16 Project Address: 37 Speedway Avenue Chico 95928 Calculation DatefTime: 1609, Tue, Jul 12, 2016 Compliance Scope INewCnvrloor AndMechanical IInput File Name: NVRS66.cil A. PROJECT GENERAL INFORMATION Smucker Addition - Offices&Restrooms 4 140.1 Page 4 of 16 Project Address: 1. Project Location (city) Chlor 8. Standards Verson Comphance2015 2. CA Zip Code 95928 9. Compliance Software(vrrsionl Energypro 6.8 3, Climate Zone 11 10. Building Orientation ldegl (E)68 deg 4. Total Conditioned Floor Area in Scope 818 h' 11. Permitted Scope of Work NeRvEnvelopeAndMtthanical S. Total Unconditioned Floor Area Oft' 12, Building Typefs) Nonresidential - 6. Total R of Stories(Habitable Above Grade) 1 13 Gas Type NaturalGas 7. Total N of devenki units 0 -_ _ _ _ _ _ - - - - 42.6 NRCC-PA-01-E B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kRtu/R a -yr) Smucker Addition - Offices&Restrooms 4 140.1 Page 4 of 16 Project Address: BUILDING COMPLIES Calculation Cate/Time: 16.09, Tue, Art 12. 2016 - 1. Energy Component 2. Standard Design (TDV) 3. Proposed Desig l (TDM) 4. ComplUnce Margin (TDV) S. Percent Better than Standard Space Heating 12.8 22.7 - -9.9 -77.3% Space Cooling 75.8 87.1 •11.3 •14.9% Indoor Fans 78.5 505 28.0 35.7% Heat Rc,,ction ❑ Qy' Lighting(Outdoor)§140.7 NRCC-LT0-01/02/03-E - Pumps & Visit, -. - •- - Domesle Hot Water 24.5 18.3 6.2 25.3% Indoor Lighting 42.6 42.6 NRCC-PA-01-E - 00% COMPLIANCE TOTAL 234,2 221.2 13.0 S,6% Receptacle 110.2 110.2 0.0 0.0% Process West Wall Heating: §140.5 oft, ❑ ® 7t Ltg NRCC PPC -0 6/07/CB-E ❑ Total TOTAL 344.4 331.4 13.0 3.6% CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC•PRF-01-E-06212036.3995 Report Generated at: 2016.07.12 16 To 25 Pnkc1 NI,, Smucker Addition - Offices&Restrooms NRCCA0.F-01-F Page 4 of 16 Project Address: 37 Speedway Avenue Chico 95928 Calculation Cate/Time: 16.09, Tue, Art 12. 2016 - Compliancescope NewE nveiopeAndMechanical Input File Name. NVBS66 dbdx - G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Thefolrowing buitding components ore anryelpibleforprescripthve comphorI tnvI which ore The felloeri bolding cbzmaRrofs moy hose mandatory mquireni per Port 5 Indicate resevont M the project which are relewnt to the project Yes NA Prescriptive, Requirement CompBame Forms Yes NA Mandatory Requirement Compliance Farms N'VBS66.c bd. Lighting (endo cr ❑ ❑ Covered Process Commissionln8: §GS K ❑ ❑ ❑ ❑ ❑ NRCC•LTI-01)02/C3/04/OS-E ❑ ix] pmpir Systems. NRCCGCKP-01/02/03/05-E ❑ NRCA-PRC06-F- Refngerated Warehouse- Air Cooled Condenser Controls Uncond,:Un dl§740.6 1. Aide, on Unconditioned Floor Area ❑ ® CamFle. Ss" -[eros NRCC-CXR41/07/04(05-E ❑ Qy' Lighting(Outdoor)§140.7 NRCC-LT0-01/02/03-E ❑ F: Electrical:§130.5 NRCC-ELC-CLF ❑ Lighting (Sili§140.8 NRCCLTS-014 ❑ ® Solar Ready'§11C. IC NRCCSRA-Cl/C2-E CfP - 000% ❑ ❑ Covered Process: §120.6 NRCC-PA-01-E 4% Ill 0W 00.0% ❑ N Parking, Garage NRCCPRC-02-E ❑ ❑ Solar Thermal Water NRCCSTH-Ol-E ❑ ❑ Com"Ir".1 Refrigeration NRCC-PRC 0S-0 West Wall Heating: §140.5 oft, ❑ ® Warrhousa RehiP"-ration NRCC PPC -0 6/07/CB-E ❑ Total ❑ E Compressed Ail NRCC.PRClDE ❑ ❑ Roof Cl ® Process Boiler NRCC-PRC-I LE CA Building Energy Efficiency Standards. 2013 Nonres!dential Compliance Report Vrrsion: NRCC-PRF-01-E•06212016-3995 Report Generated at: 2016.07.1216:09:26 Pro rc' Name Smucker, Addition - Offices & R.estrooms NRCC-PRP-01-E Page 7 of i6 Protect Address: 37 Speedway Avenue Chico 95928 Calculation Date/time: 16:09, Tue, Jul 12, 2016 Compliance Scope: NewEnvelopeAnd Mechanical Input File Name: N'VBS66.c bd. H. CERTIFICATE Of INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in Feld for Field Inspector to verify). See Tables G. and H. in MCH and LTI Detail Sections for Acceptance Tests and forms by equipment Confirmed Bulking Component Compliance Forms fregWredforsubmRtnt) Pass fan 1. Total Conditioned Floor Area ❑ NRCI•PRC-Cl-E Refrigerated Warehnuse ❑ ❑ 1 ❑ NRCA-PRC-0I-F- Compressed Air Systems ❑ ❑ Z. Total Unconditkmcd Floor Area ❑ NRCA-PRC-02-F. Kitchen Exhaust ❑ ❑ Covered Process ❑ NRCA MC -03.F. Garage Fxh,USL ❑ ❑ ❑ NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Moir Controls ❑ ❑ 0 ha ❑ NRCA-PRC-05-r- Refrigerated Warehouse- EvRpcI Condenser Cereals ❑ ❑ ❑ ❑ NRCA-PRC06-F- Refngerated Warehouse- Air Cooled Condenser Controls ❑ ❑ 1. Aide, on Unconditioned Floor Area ❑ NRCA-PRC-07F. Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ ❑ NRCA NCH.14-H- Air Distribution Duct Leakage - ❑ NRCA-PRC{g-F- Electrical Resistance Undrrslab Heating System ❑ ❑ I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF.ENV-DETAILS for more Information) Smucker Addition • Offices & Restrooms NRCC-PRF-CLE IPage 2 of 16 Project Address: 1. Total Conditioned Floor Area 818 h' 5. Number of Floors Above Grade 1 NewFrwelmeAndMephanical Confirmed Z. Total Unconditkmcd Floor Area 0 ft' 6. Number of Floors Below Grade 0 7th Space Cooling" Check envelope and mechanical . ❑ 3. Addiden Condihoned Floor Area 0 ha ❑ NRCA-MCH-02-A- Outdoor Air ❑ ❑ - R•I3 Wall Mortal Stud? ❑ NRCA-MCH 03-A -Constant Volume Single Zone HVAC 1. Aide, on Unconditioned Floor Area Old 13 ❑ NRCA NCH.14-H- Air Distribution Duct Leakage - Cl w `- 7, Opaque Surfaces & Orientation ❑ B. Total Gross Surface Area 9. Total FenestraYwn Area 10. Window to Wall Ratio ❑ NRCA-MCH-06-A- Demand Cant col Ventilation ❑ Noah Walt ❑ Cita CfP - 000% ❑ ❑ East Wall ❑ 4% Ill 0W 00.0% ❑ ❑ South Wan ❑ 148 fel 0 ft' Eli ❑ ❑ West Wall ❑ NRCA-MCH 12-A- Pidraged Direct Expansion Units oft, Oft' GO ch ❑ ❑ Total 644 ftz oft, 00.0% ❑ ❑ Roof ❑ Big ft' Oft' 00.04; ❑ ❑ CA Building Energy Efficiency Standards. 2013 Nonresidential Compliance Report Version'. N9CC.PRF-01 E-06212016-3995 Report Generated at: 2016-07.1216'09:26 rod' Smucker Addition • Offices & Restrooms NRCC-PRF-CLE IPage 2 of 16 Project Address: 37 Speedway Avenue Chico 95928 Celculation Date/l ime If, D9, Tue, Jul 12, 2016 Compliance Scope: NewFrwelmeAndMephanical Input File flame: NVBS66cibdx C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings). 1st indoor Fans: Check envelope and mechanical - Compgonce Margin By Energy Corepcoem(from Table - - - - Penalty B cafumn 4) 1 1 Energy Crodit 2nd Domestic Hot Water: Check mechanical 3rd Heat Rejection: Check envckoe and mechanical . 4th Pumps & Mi;e Check mechanical 5th Indoor Lighting: Check fighting 6th Spa cc Heating: Check envelope and mechanical 7th Space Cooling" Check envelope and mechanical . D. EXCEPTIONAL CONDITIONS The Project shows partial comptiance, either erwelopr only or mechanical only, eaduding lighting systems. The building must show partial compliance including lighting Per full new building compliance or show prescriptive lighting compliance before operation The proposed building includes HVAC components that do not meet the mandatory efficiency requirements. This project includes Domestic Hot Water in the analysis, Please verify that Domestic Hot Water is Included In the design for the permitted scope of work E. HERS VERIFICATION - - - - This Section Does Not Apply F. ADDITIONAL REMARKS None - - Pravidcd ' CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRp-01-E-06212016-3995 Report Generated at 2016-0712 16.09.26 "n c": ;.mr. Smuckor Adcl- Offices&Restroom NgCC.P P F-0l•E PAR'. of 16 ,Crt Address; Pro, 37 Speedway Avenue Chico 95928 Calmlemn DntefTime: 15:09, Tue, Jul 12, 7016 Compliance Scope NowEnve-loplAndMochan¢al Input File Name NVBS66 dbdx H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NBCA/NRCV) - Documentation Author to Indicate which Certificates must be submitted for the features to be recognized for compliance (Retain mores and verify forms are completed and signed to Dost Ir. felA for Field Insonnpr to verify). See Tables G. and H. in MCH and ITL Details Sections for Acceptance Tests and forms by equipment -nft d Co rme NRCC-PRF-01-E PuiMing Component Compliance forms(rrquLrdfor mom Hof) Pass fail 16:09, Air., 1.1 12, 2016 ' ® NRCI-FNV-01-E - For all buildings ❑ ❑ MfL>p NRU-ENI'0Lf-NFR[label verification for fenestration ❑ ❑ Surface Type NRCI-MCH-OLE - Ford; buildings with Mechanical System ❑ ❑ Continue"U-FatlO P Value ❑ NRCA-MCH-02-A- Outdoor Air ❑ ❑ - R•I3 Wall Mortal Stud? ❑ NRCA-MCH 03-A -Constant Volume Single Zone HVAC ❑ ❑ 13 ❑ NRCA NCH.14-H- Air Distribution Duct Leakage - Cl ❑ ❑ ❑ NRCA-VCH-05-04- All Economizer Controls ❑ ❑ Meal ❑ NRCA-MCH-06-A- Demand Cant col Ventilation ❑ ❑ ❑ ❑ NRCA-MCH-07-A- Supply Fan Variable Flow Controls ❑ ❑ .818 ❑ NRCA-MCN-08•A• Valve teakagc Tett ❑ ❑ F -Factor: 0.7?0 N ❑ NRCA-MCH-09-A- Supply Water Temp Rosen Controls ❑ ❑ Mechanical ❑ NRCA-MCH"1D•A- Hydrenic System Var'rabe Flow Control. ❑ ❑ Cooling Heating ❑ NRCA MCH -II -A - Auto Demand Shed Controls ❑ ❑ NA ❑ NRCA-MCH 12-A- Pidraged Direct Expansion Units ❑ ❑ ❑ ❑ NRCA-MCH 11 -A -Air Handling, Units and Zane Terminal Units ❑ ❑ ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ 1 ❑ N'RCA-MCH-15-A-Thermal Energy ST(crage ❑ ❑ 37 NRCA.MCH-16-A- Supply Air Tcmp Root Controls ❑ ❑ - ❑ NRCA-TACH-17-A- Condensate Water Tomp Reset Controls ❑ ❑ Flectrical ❑ NRCA-MCN-18-A- Energy Management Controls Systoms ❑ ❑ Photovoltaic" ❑ N9CV-MCH-0I-H- Duct Leakage. Test ❑ ❑ CA Building Energy Ef.9cienty Standard=s- 2013 Nonresidential Compliance Report VNrsion; N'RCCPRF-01-E-06212036.399S Report Generated at 2016-07.121609:26 ... .. Smi ckcrs Addition -OP¢es & Restrooms NRCC-PRF-01-E Page S of 16 P•oieG Address: 137 Speedway Avenue. Chico 95928 Calculation Date/Time� 16:09, Air., 1.1 12, 2016 ' Cc Thance Scope NewEnyclopeAndtdcchanical Input File Name: N•V8566.dhdz J.FENESTRATIONSUMMARY § 110.6 Thus SCcU,n Does Nd. Apply K. OPAQUE SURFACE ASSEMBLY SUMMARY § 120.7/ § 140.3 Con(irrned 1. 2. - 3. 4. S. 6. 7. S. 10. 11. Surface Name Surface Type Area(fP) Training Type Cavity 11 -value Continue"U-FatlO P Value or GFactor G � v y - R•I3 Wall Mortal Stud? Evterialwall 644 Metal 13 NA U -Favor 0 229 N ❑ ❑ R-19 Pont Metal Ra!ter12 Pont BIR Meal 19 NA U -Factor 0.095 N ❑ ❑ Slab On Gr3del4 UndergroundFloor .818 NA 0 NA F -Factor: 0.7?0 N ❑ ❑ :rotor: N-M1ew'.A AhnmCF-Filly L ROOFING PRODUCT SUMMARY 1 §140.3 Confirmed 1. 2. 3. 4. S. 6. 7. 7, a. 9. 10. 11. ❑ Proscriptive NRCC-MCH-01/ 02(03/ 04/05/06/ 07-E ❑ NA Domestic Hot Water ® Performance NRCC-PRF-PI.3.DFTAILS Isection of the NRCC-PRF-01-E) SystemTVpe ❑ Prescriptive NRCC-PLB-01-E Total Heating Product Density Aged Soli thermal Efficiency Cool Roof Roofing Product. ❑ Performance S2 (section of the NRCC-PRF-0I-E) ❑ NRCV PLB-22-H - HERS verified single dwelling unit sy fms in high-rise residential, hote"mctel application. Product Type (tb/f8) Reflectance fmktan<e SRI Credit DesMpt!on w ❑ Performance S4 (section of the NRCCPRF4)1-f) R-19 Roof Metal Raher12 291657 CE 1.75 1NA No NA ❑ ❑ M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) § 110.1 / § 110,2 Ory System Equipcent 1 (Fan & Economizer inro included below in Table NI Confirmed 1. 2 3. 4. S, 6. 7, a. 9. 10. 11. ❑ Proscriptive NRCC-MCH-01/ 02(03/ 04/05/06/ 07-E ❑ NA Domestic Hot Water ® Performance NRCC-PRF-PI.3.DFTAILS Isection of the NRCC-PRF-01-E) SystemTVpe ❑ Prescriptive NRCC-PLB-01-E Total Heating Lighting (indoor Conditioned) SUPP Heat. Total Cooling Efficiency Acceptance m ❑ Performance S2 (section of the NRCC-PRF-0I-E) ❑ NRCV PLB-22-H - HERS verified single dwelling unit sy fms in high-rise residential, hote"mctel application. Equip Name Equip Type I Isimple or Qty Output Su PP Heat Output Output ❑ Performance S4 (section of the NRCCPRF4)1-f) Testing ❑ Prescriptive NRCC-PRC-01/09-F ® NA ❑ ❑ • !ndoor Lighting Complex'] ❑ (k B;u/h) Source(Y/N) (kRvh) (k9tu/h) ❑ Requ iced7(Y/tO ❑ NRCI-LTI-06-E- Additional wattage installed in a video conferencing studio ❑ ❑ Cooling Heating ❑ NRCA-lT-01-A=Occupancy sr.nsar, and automatic iron. "rich controls. ❑ ❑ NA ❑ NRCA-LTI-03-A- Automatic da•7lighting controls ❑ ❑ ❑ s ❑ Cl HP -1 PTHP(Srhal Phini Simple 1 37 No 0 37 EEB-12.5 NA Yes N ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Verdun. NrI 01 .[.062120163995 R, pert GenerarN at 2016-07-12160926 PH n: Gam, 5murker Addition - Offices&Restrooms NRCC•PRF-01-F. Page 3 o 16 Project Address: 37 Speedway Avenue Chico 95928 C21CUl3h0n Date/Timc 16:09, TUC, Jut 12, 2015 Compliance Sea per NewEnwroziMechanicai Input File Name;: NVBS66 ribdx G. COMPLIANCE PATH & CERTIFICATE Of COMPLIANCE SUMMARY Identify which building components use me performance or presfHptive posh far comprionce. *NA'& not in project Forromponeats that utdl:e the performance path, indicate me sheetnumber thick Includes mandatory notes on plans. Building Component Compliance Path Carnpl-lance Forms(irgidedfor wbmlttof) Location of Mandatory Notes on Plans Envelope ® PerFormance NRCC.PRF-ENV-DETAILS (section of the NRCC-0RF-01-E) Compliance Senile ❑ Prescriptive NRCC-ENV-01/02/03/04/05/06-E ❑ NA Mechanical Q Performance NRCC-PRF-MCH-DETAILS(section of the NRCC-PRF-OS-E). ❑ ❑ Proscriptive NRCC-MCH-01/ 02(03/ 04/05/06/ 07-E ❑ NA Domestic Hot Water ® Performance NRCC-PRF-PI.3.DFTAILS Isection of the NRCC-PRF-01-E) ❑ ❑ Prescriptive NRCC-PLB-01-E ❑ NA Lighting (indoor Conditioned) ❑ Pcrformanre NRCC-PRF•LTI-DETAILS (section of the NRCC PRF -01 E) ❑ ❑ Prescriptive NRCC-LTI-01 / 02 / 03 / C4 / 05-E ® NA Covered Process: Commercial Kitchens ❑ Performance S2 (section of the NRCC-PRF-0I-E) ❑ NRCV PLB-22-H - HERS verified single dwelling unit sy fms in high-rise residential, hote"mctel application. ❑ Prescriptive NRCC-PRC-01/03-E ® NA Covered Process: Computer Rooms ❑ Performance S3(sectlon ofthe NRCC-PRF-01-E) ❑ ❑ Prescriptive NRCC-PRC-01/04•E �f NA Labored process. iehoratory Exhaust � ❑ Performance S4 (section of the NRCCPRF4)1-f) ❑ ❑ Prescriptive NRCC-PRC-01/09-F ® NA CA Building Energy Effirienry Standards• 2013 Nonresidential Compliance Report Version: NRCC-PRF-014-06212016.3995 Report Generated at 2016.0712 1609'26 ri Na^.r' Smuckers Addition- Offices& Restrooms NRCCARF-0I-E Page hof 16 Pro ',.t•ct Address: 37 Speedway Avenue Chico 95928 Calculation OatrMmc 16:09. Tue, Jul 12, 2016 Compliance Senile NeviEnvelopeAndMechari cal input Fite Ni-,. NVB566eibdx H. CERTIFICATE Of INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NBCA/NRCV)- Documentation Author to indicate which Cert fcates must be submitted for the features to be recognized to, compliance )Retain copes and verify forms are completed and signed to post in field for Field Inspector to verify). See Tablet G, and H. in MCH and ETI Details Sections for Acceptance Tests and forms by equipment. Confirmed NRCC-PRF01-f givocnng Component Compliance Forms frequhedforwbmMof) Pass Fall 16 09, Tue, 1.112, 2016 NRCI-PLB-CI-E • For all buildings with Plumbing Systems ❑ ❑ NV9566.61td. ❑ NRCI-PLS-02-E- required on central systems in high-rise resldentlal, ho'ellmmel application. ❑ ❑ Plumbing NRCI-PLB-03-E - Single dwelling unit systems in high-rise residential, hotel/motel application ❑ ❑ ❑ NR0-P1B-214 - HERS Ycriried central systems in high-rise residential, hovel/motel application ❑ ❑ Qty ❑ NRO.PL942-E• HERS verified single dwelling unit systems in Neh+iso resN.. n.ial, hotel/motel appli^. axion. ❑ ❑ ❑ NRCV-PLBQl-H.- HERS verified central systems in high•riseresidential, hoteVerotet appliation. ❑ ❑ Oty ❑ NRCV PLB-22-H - HERS verified single dwelling unit sy fms in high-rise residential, hote"mctel application. ❑ ❑ C E ❑ NRCI-STH-01-E- Any solar water heating ❑ ❑ ❑ NRCI-LTI CLE - For all buildings ❑ ❑ ❑ NRCI.LTi-0bE - Lighting control system, or for an Energy Managrment Control System fEMCS) ❑ ❑ • !ndoor Lighting ❑ NRCI-LT403-E- Line-voknge track lighting integral current%miter, at for a swplementxry overcurrent protection panel used to energize oft, line-vohagn track lighting ❑ ❑ ❑ NRCI-LT'.-04-E -Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater ❑ ❑ ❑ N'RO-LTICS E - LlghtingComrgl Credit Power Adjustment Factor (PAF) ❑ ❑ 1 ❑ NRCI-LTI-06-E- Additional wattage installed in a video conferencing studio ❑ ❑ NA ❑ NRCA-lT-01-A=Occupancy sr.nsar, and automatic iron. "rich controls. ❑ ❑ NA ❑ NRCA-LTI-03-A- Automatic da•7lighting controls ❑ ❑ ❑ NRCA.LTI-04-A- Demand responsive lighting controls ❑ Cl ❑ NRCIMTO-01-E- Outdoor Ughting ❑ ❑ Outdoor Lighting ❑ NRCIATO-02 E. Fid(S Lighting Control System ❑ ❑ WC) ❑ NRCA-LTO-02-A- Outdoor Lighting Control _ ❑ ❑ Sign Lighting ❑NRCI-ITS CI -E - Sign Lighting ❑ ❑ Flectrical ❑ NRCI ELC-OS-E • Electrical Power Distribution ❑ ❑ Photovoltaic" ❑ NRCI-SPV-01-E Photovoltaic Sy tens ❑ ❑ CA Building Energy EfRdency Standards- 2013 Nonresidential Compliance Report Version: NRCC- PRF .01-E-052120163995 RCPOft Generated it: 2016 07 12 16.09.26 �mi,.(t':a e. -e Smuekers Addition - Writes &Rm,troom5 NRCC-PRF01-f Page 9 of 16 Protect Address: 37 Speedway Avenue Chico 95928 Calculation Date/Trmn 16 09, Tue, 1.112, 2016 Compliance Scope eiiewFnvelopeMdlNenhanical Input File N.": NV9566.61td. Wet System Equipment r pumps Confirmed Confirmed 12, 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Air Equip Name Equip Type Qty Vol (gal) Rated CaCapacityTank ;81 Efficiency Standby Loss flitR Oty GPM HP VSO C E e, N TSP WIN Value MN) Electric WH 2O gallons2 Storage 1 20 15 EF .90C NA I NA NA NA No N ❑ ❑ 'pro Sr•nm hWomerrt �mM1Mre henm'rs, on nonerr,rq vans[ Mntgewm, era. A We' SVstrrt fnrMpmerrt IMYWer A,n•n, rl,r," m,rfi^R in" worn M+mt e" a e;mWe Sy,mm, roue cent,, a Mai or I rommi•vfirvna dnpn.MewArm a Gmryer sy,bm, or.0 mmPlnr vlh, CYR OIE mmMa•wnleR ersbn rev-jr,_ SA<rmr,my of IRI,4 vorm,n'e Rem ivr C IheA-ded M NRCC WIAA of rA 115 f ,brill. N.... A - AEneR, e - IMNl Draepancybetween nrodeled and designed equipment siring? fit "yes", see Table E "Additional Remarks" for an e,iPlanation) N'a N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. 3. E VIHl -SHW Service Hot Water, Primary Only Ried Tamperatarr Control, Nn DDC ❑ ❑ Outside Supply Fan Return Fan I Air Economizer Type v u Equip Name TSP TSP (if presets) CFM CFM HE AHP limb Control CFM HP BHP (inch Control WC) WC) HP -1 123 1200 .330 .330 .87 ConstardVolumr NA NA NA NA NA NA ❑ ❑ Mnr'a,"z 1vm'anr.:ID rOk,ll .I, nM e•hrysr,rpns oro iM4d fin iM NRCC- PRC MMMTAIS)erten O, EQUIPMENT CONTROLS § 120.2 Confirmed 1, 2. I. FV Q� Equip Name Equip Type Cartons- E VIHl -SHW Service Hot Water, Primary Only Ried Tamperatarr Control, Nn DDC ❑ ❑ CA 9.01,ng Energy Efficiency Standards. 2013 Nonresidential Compliance Report Version: NRCC-PRF 01-E 062120163995 Report Generated at: 2016.07-12 16 09 76 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GRnI In >11 CC1 / FV Q� S.- 0 O W LL SHEET EC I _.- 11t Namc-. Smuckers Addition-Offices&Restrooms NRCC-PRFLl-E Page 10 of 15 tickers Addition OfIces&Restrooms I NRCC-PAF-01: Page 11 of 16 rr Te^.Name Smuckers Addition - Offices&Ra"ooms I NRCC-PRG-01-E I Page I of 16 Pro;rct Andress: 37 Speedway Avenue Chico 95928 Calculatloa Datr/Time: 16:09 Tue, Jul 12, 2016 1 Ploi-ct Address: 37 Speedway Avenue Chico 9597A Calcuh!ien Das,/Time: 16.09, Tue, Jul 12, 2016 Project Adorers: 37 Speedway Avenue Chico 95928 Calculation Date/Time: 116,09, Tire, Jul 12, 2016 fomplmocis Scope; I New[nvelopeAnd Mechanical I Input File Name'. I NVBSS6.cJhda I Ccm dance Sccpe: N4WEMelapeAndlA"hanlcal I omit File Na,-. 14VB566 cihdi Compliance Scene I NewEmelopeAnd Muchamcal Input File Name; I NVAS66.0Wdx 0 § 120.4/ 4 140.4(1) - T. UNMET LOAD HOURS ❑ ❑ I Sra•u•.N Nrw, A -Mend, C - f+unna _ 10 P. SYSTEM DISTIL IRUTION SUMMARY - CA Building Erwrgy ERiciertry St and and s- 2013 Nonresldrs mail Com0lance RIPort Version: NRCC-PRF O1 -E-062120163995 Report Grnerated at. 2015-07-121609.26 -- Plywood -V2In. - - Ory System Distribution Cc irritated Thus S,,cur n Does Not Apply R 19 Roof Metal Rafter12 Roof Metal framed rpof, 16in. OC, 7.251n., R-19 ' Smuckers Addition . Offices &Restrooms NRCC-PRF-01-E Page 13 of 16 4. S. Calculation Date/Dme. 16 09, Tue, Jul 12, 2016 Equip Name Equip Type d¢alin Duct leakage and, g Required per 14p.Ai Dud Leakage will be ,2rfiled per NAS and NA2 Ducts a4 G - Insulation II -Value Location HP-: PTHP No No 0 None ❑ ❑ Q. INDOOR. CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info) This Section Does Not Apply R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCCATI-Ol-E)s This Section Does Not Apply - rlJ!earinaN'aerdenrrlret icor uns,,, are rernp'drree medrl &,-rd is, DePPmrl. W! rvrd b MfrkPTCr'Cete Jars<fN l%+mindn s<Mdale df!til< S1. COVE RED PROCESS SUM,MARY- ENCLOSED PARKING GARAGES §140.9 This Section Does Not Apply - - - S2. COVERED PROCESS SUMMARY - COMMERCIAL KITCHENS § 140,9 This Secmn Dc's Not Apply 53. COVERED PROCESS SUMMARY -COMPUTER ROOMS - §140.9 Thk Section Dees Not Apply 'D PROCESS SUMMARY- LABORATORY EXHAUSTS 4140.9 Does Not Apply 4130.0 CA Building Energy Efficiency Standards 2013 Nonresidential Compliance Report Version: NRCC-Pac-1114-06212016-3995 Report Generated at: 2016-07.12 16:09:26 Pr'i, IT Nill., Smuckers Addition . Offices &Restrooms NRCC-PRF-01-E Page 13 of 16 Project Address: 37 Speedway Avenue Chico 95928 Calculation Date/Dme. 16 09, Tue, Jul 12, 2016 Ccmplurme Scope: Newfm.elopeAroMe.charucal Input File Name: NVBS66clbdd NRCC-PRF-ENV-DETAILS -SECTION START - A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2, 3.surface 1. 2. - 3. Nand, Surface Type Desalption of Assembly layers No - Space Heating - Opaque Door Assembly Name Door Type Method O Operation Area feAlRcatWd P Metal Siding -1/16 in. ' /Tag or LD. 16 R-13 Wall Metal 5tud7 ExtertorWaft Metal framed sea R, I6in. OC, 3.51n., R 13 Default Performance Swinging 21 ❑ ❑ I Sra•u•.N Nrw, A -Mend, C - f+unna _ 10 Gypsum Board - 1121n. - CA Building Erwrgy ERiciertry St and and s- 2013 Nonresldrs mail Com0lance RIPort Version: NRCC-PRF O1 -E-062120163995 Report Grnerated at. 2015-07-121609.26 -- Plywood -V2In. - - Pumps & Misc. F+ R 19 Roof Metal Rafter12 Roof Metal framed rpof, 16in. OC, 7.251n., R-19 ' ❑ ❑ .6 - Gypsum Board - 1/21n. -- - Indoor Lighting 14 1.4 0.0 Slab Type • Unhr,,u d6lahCdGrade - -- COMPLIANCETOTAL 5.8 Slab On Gradelil '. Undergrcurd Floor IMclatiod Orientation • None .0 - LHI ❑ 3.5 0.0 - in Had R -Value • RO -- -- Process -- C. OPAQUE DOOR SUMMARY Smucker; Addition -Offices&Restrooms NRCC-PRF-01-E Page16of16 Confirmed 1. 2. - 3. 4. 5. 6. 7. - Space Heating -- Opaque Door Assembly Name Door Type Method O Operation Area feAlRcatWd P OveraN Itfactor Statist Pass Falt /Tag or LD. 16 1.8 -0.2 Hollow Metal Door9 MetalUnmsu I2+rd Double Layerpoer Default Performance Swinging 21 .700 N ❑ ❑ I Sra•u•.N Nrw, A -Mend, C - f+unna _ 10 -- -- CA Building Erwrgy ERiciertry St and and s- 2013 Nonresldrs mail Com0lance RIPort Version: NRCC-PRF O1 -E-062120163995 Report Grnerated at. 2015-07-121609.26 nre,e<t Nam': Smucker; Addition -Offices&Restrooms NRCC-PRF-01-E Page16of16 Po cV, Address' 37 Speedway Avenue Chico 95928 Calculation Date/Time: 16:09, Tue, Jul 12, 2016 Campllatxe Scope: NewEmyAopeMd Mechanical rrrput File Name: NVBSbh.uhdx NRCC-PRF-LTI-DETAILS -SECTION START - A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC.LT402<E) 4140.6 This Section Does Not Apply B. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCCATI-02-E) - § 130.1 This Section Dees Net APPN C. TAILORED METHOD CONDITIONED LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCCITI-04-E) § 140.6 This SeClon Dors Not Apply O. GENERAL LIGHTING POWER (Adapted from NRCC.LTI-04-E) This Section Dces Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) 4 140A(c) 3H - TNs Section Does Not Apply IrVITY RATIO (Adapted from NRCCITI-04-E) Does Not Apply JAL "USE IT OR LOSE IT- Adapted from NRCC-131-044) Ices Not Apply H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E) 0130.4 This Section Does Not Apply CA Budding Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version NRCCPRF-01-E 06212016-3995 Report Generated at 7016.07-1216:0926 - I ENERGY USE SUMMARY Smuckers Addition - Offis:es&Restrooms NR C -PRF -01-E Page 14 of 16 Prc,ect Address: 37 Speedwav Avenue Chico 95928 Energy Component Standard Design Ste (MWh1 Proposed Design Site (MWh) Margin (MWh) - Standard Design Site (Nit Propo4ad Design Site Margin (MBtu) (MAtu) - Space Heating -- 1.0 - S.6 -- -- SpaceCooling 16 1.8 -0.2 -- - indoor Fans 2.8 1.8 10 -- -- Heat Retortion -- -- -- -- - - Pumps & Misc. F+ Heating tooling Design ' - Domestic Hot Wansr BHP .6 - 12.3 -- - Indoor Lighting 14 1.4 0.0 -- - -- COMPLIANCETOTAL 5.8 6.6 -0.8 17.9 .0 - Recapacle 3S. 3.5 0.0 -- -- -- Process -- - -- - - -' O!her Lig - -- -- - -� _ TOTAL 9.3 1o.1 -0.0 17.9 .0 - CA Building Energy c-Przlency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRT-01-E-06212016-3995 Report Generated at: 2016-07-1216'0925 Pr,Pcl ti.,em- Smuckers Addition - Offis:es&Restrooms NR C -PRF -01-E Page 14 of 16 Prc,ect Address: 37 Speedwav Avenue Chico 95928 Cvlculation DateRme: 16:09, Tue. Jul 12, 2016 Cco phame Scco'. New[mildnp'Andf,Lechamcal Input File Name NVB566. ciutlx NRCC-PRF-MCH-DETAILS-SECTION START - A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2013-NRCC-MCH-03-F) 4140.4 1. 2. 3. 4. S. 6. 7. Confirmed Confirmed Signature Date- 07/12f2016 1. DE9GN AIR FLOWS CEA idendhcation(Itappllcahleb 4997. EnergyPr0 U5or Number Rated Capacity n RESPONSIBLE PERSON'S DECLARATION STATEMENT Alfiow (dm) Fan 2, VEN I IILATION (4120.1) City i hereby af5rm that I am eligible under the provisions of Divislnn 3 of the Business and Professions Code to sign this document as the person responsible for as preparanon; and the! I am 3 (klytuh) External Tank 1 aBirm that I am eligible under Me provisions of Division 3 of the Business and Professions Cope by section SS37.2 or 6737.3 tc sign this document i s the person responsible farts 2 preparation; and that I am a licensed contractor performing this work. v i affirm that 1 am eligible under Division 3 dither Busmneand Professions Coee to sign ties document because K pertains to a structure or type of work described as exempt pursuant to $"am 10 System Type Ory Emnomlrer Zone Name � F+ Heating tooling Design A Reno BHP cyder Responsible Lighting Designer Name Andy Wood t 2 41 D Z p y� n C7 City/State/Zip: Chico CA 95928 Z T Title: License a: z p m z ignature: Company: Address: Date Signed: Motor Declaration Statement Typn, �8 3 moi- nC <Odc n 37.0(1 No ` Z f vert. 2 Z n A O ❑ ❑ ( fl as r'a i� 0; 3 cn m Q M C i 2 -o < nr Equipmenter /< < S D g CONDfTIONEO 9 8 .^. O F e F ad n o =r 'r �•: b 's 3; o - > J0 Z 56 y ZONE NAME o 3 i E. _. ��•r r�. 0 r)Testing 3 s or units Ir XC g n 2 n a K, N b E'i `M a 2 C d o n t`„ m 3 S 9 Verificationg 2 a iii ;x as r V p g 3 A f °cur p n 3 .. _ -. -. _ _ _ .- _ _. .. _ .- _ _ _ -. ❑ ❑ HP -3 1 1-0Ykes&RRs HP 4 NA NA NA NA NA N 1 818 NA 8 I50 123 123 NA N ❑ ❑ TOTAL 818 NA NA NA NA ❑ ❑ B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY - 4140.4 1. 2. 3. 4. S. 6. 7. 8. Confirmed Signature Date- 07/12f2016 City/State/Zip: Chico CASS926 CEA idendhcation(Itappllcahleb 4997. EnergyPr0 U5or Number Rated Capacity n RESPONSIBLE PERSON'S DECLARATION STATEMENT Alfiow (dm) Fan Type City i hereby af5rm that I am eligible under the provisions of Divislnn 3 of the Business and Professions Code to sign this document as the person responsible for as preparanon; and the! I am 3 (klytuh) External Tank 1 aBirm that I am eligible under Me provisions of Division 3 of the Business and Professions Cope by section SS37.2 or 6737.3 tc sign this document i s the person responsible farts 2 preparation; and that I am a licensed contractor performing this work. v i affirm that 1 am eligible under Division 3 dither Busmneand Professions Coee to sign ties document because K pertains to a structure or type of work described as exempt pursuant to $"am 10 System Type Ory Emnomlrer Zone Name � Company; North Valley Building Systems Heating tooling Design M;n, Reno BHP cyder Responsible Lighting Designer Name Andy Wood Electricity Storage Ignature: NOT IN SCOPE Company: North Valley Bu Rdmit Systems 15 Address: 030 Seville Court _ City/State/Zip: Chico CA 95928 Declaration Statement Type: Phone: 530-345-7296, Title: License a: Responsible Mechanical Designer Name:-specify- ❑ gailom2 ignature: Company: Address: Date Signed: Motor Declaration Statement Typn, Phonic, HP -1 PTHP 1 3700 37.0(1 No 1-Oftices & RR s 1200 NA NA ,330 ❑ ❑ ❑ ❑ r FAN SUMMARY Does Not Apply CA Building Energy',ffitlrncy Standards- 2013 Nomesidrmul Commliance Reccri Version NRCC-PRF-01 E M212015-3995 Report Generated at 201607-12 16:C926 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 30.303 1 certify thd! ItllS f[mflCatP Of fOmplla0[fl dCCUmeIIId[On IS dCCV2[e did COmpP!< Page 15 of 15 Documentation Author Name: Doha Wallace Signature Calculation Dam/Time: 16: 09. Tue, Jul 12,2016 Company;Donna Wallace Aidre.5: 399 E. 9th Avenue Signature Date- 07/12f2016 City/State/Zip: Chico CASS926 CEA idendhcation(Itappllcahleb 4997. EnergyPr0 U5or Number Phone 530 89 34982 n RESPONSIBLE PERSON'S DECLARATION STATEMENT DHW Name I certify the following under penalty of perjury, under the laws of the State of California: Type City i hereby af5rm that I am eligible under the provisions of Divislnn 3 of the Business and Professions Code to sign this document as the person responsible for as preparanon; and the! I am 3 I,censed In the State of CallfOmla as a dvil englneo..r, mechanical engineer, eloC rkat engineer, art am B licensed arch Wt. External Tank 1 aBirm that I am eligible under Me provisions of Division 3 of the Business and Professions Cope by section SS37.2 or 6737.3 tc sign this document i s the person responsible farts 2 preparation; and that I am a licensed contractor performing this work. S i affirm that 1 am eligible under Division 3 dither Busmneand Professions Coee to sign ties document because K pertains to a structure or type of work described as exempt pursuant to 3 Business and Professions Code Sections 5537, 5538 and 67371. U Responsible Envelope Designer Name; Andy Wood s Type Signature: Company; North Valley Building Systems (Btu/h) Address: 030 Seville Court Date Signed: CCy/Siatel7ipChico CA 95928 Declaration Sta[ement Type: Phone, 530 44 5-7296 Title License a: Responsible Lighting Designer Name Andy Wood Electricity Storage Ignature: NOT IN SCOPE Company: North Valley Bu Rdmit Systems 15 Address: 030 Seville Court Date Sigrwd: City/State/Zip: Chico CA 95928 Declaration Statement Type: Phone: 530-345-7296, Title: License a: Responsible Mechanical Designer Name:-specify- ❑ gailom2 ignature: Company: Address: Date Signed: City/State/Zip Declaration Statement Typn, Phonic, Title Licence N. CA8.0ding Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-062120163995 Report Generated at:2016-071216:09:25 Project Name 5muckers Addition - Offices & Restrooms NRCC-PRF41 E Page 15 of 15 Project Address 37 Speedway Avenue Chico 95928 Calculation Dam/Time: 16: 09. Tue, Jul 12,2016 Compliance Scope: NewEnvelopeMdMerhanical input File Name. NVB566c1hdx O. DHW EQUIPMENT SUMMARY -(Adoptedfrom NRCC-PLO-01) 4110.3 Confirmed 1. 2. 3. 4. 1 S. 6. 7. 8. 1 9. 1 10. 11. 12. n dr n I DHW Name Fuel Type City DIMribitlon i Rated input Effclency Pilot Energy External Tank Vol Standbykoss Vol. of Suppl. S = - ca? U Y s Type kgtuh ? (Btu/h) Insulation Confirmed U Storage Tank I T Electric WH 2O Electricity Storage 1 Nonreclrculating 15 EF..900 0 NA 20 0 NA ❑ ❑ gailom2 t.1 s V d7 E. MULTf-FAMILY CENTRALDHW SYSTFM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply G. MECHANICAL MVAC ACCEPTANCE TESTS & FORMS (Adopted from 2013.NRCC•MCH. I -E) 4 RAa Decbfatlon of Required Acceptance CertMP:ates INRCA) -Acceptance Certificates that may be submtted. (Retain copies and verify forms are Completed and signed to post in field for Field Inspector to ",IN). EU n n C2 n n n O /�n V 1 n n y�, n dr n I in AUG 18 2016 to � Test Description U x i z i = ca? U Y s ? ? ? s ? Confirmed U ¢Z I T ¢z¢ O J t.1 s V d7 a ( u o E l cn m Equipmenter D g 3 c Y FL o n o �' o a N Y ue Reounring aof y q o r '^ A f _. a r, o r)Testing or units XC g n 2 n K, N b o- a 2 C d o n t`„ m 3 ?� Verificationg 2 a y �` n r V p g 3 A f °cur p WHl -SHW 1 .. _ -. -. _ _ _ .- _ _. .. _ .- _ _ _ -. ❑ ❑ HP -3 1 -- .. - -. .. -. .. -. .. -. - ❑ ❑ H. EVAPORATIVE COOLER SUMMARY This Se c;.d Does Not Apply CA BuOding Energy SH-ropncy Standards -2013 "Icnrsid'ntial Compliance Repair Version:NRCC-PRF.01-E-06212016.39g5 Report Generated at 2016-071216: or tic M e.-,,'ki ""wsT wP f 9 >11 rye SCS 1 EU E O O I O /�n V 1 REVIEWED CODE COMPLIANCE O FOR U\ AUG 18 2016 INTERWEST � CU U ` V i V c�N\� V / U `LI O >11 rye SCS 1 EU E O O SHEET O EC2 REVIEWED CODE COMPLIANCE FOR AUG 18 2016 INTERWEST � U i O V / U N s 'U+ Tt� U I T O J t.1 s V d7 a ( u E l cn m >11 rye SCS 1 EU O W a '1_ SHEET EC2 REVIEWED CODE COMPLIANCE FOR AUG 18 2016 INTERWEST CONSUL -Thin GPO' 17, i IL smUGK-��S