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Home My WebLink About000-000-01315.9 21.1 SPECIFIC ERECTION DRAWING LIST 138'-0' THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER 128'-0' 10'-0' SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE .�' ( ) AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS o $ THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. V — — — — DRAWING TfRE` AG FILE N0.: 111 JJJ ROOF DATE. G2/18/e3 SECONDARY STRUCTURAL DRAWING NUMBM�0N Q v I FRAMING PLAN D 83-123456-05L 02 / LJ _ TITLE L DRAWING D1 t zl 1 1 SEQUENCE /N� THE YEAR DURING WHICH YOUR x o / ,I 1 1 ORDER WAS ENTERED NUMBER g jam. THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. — — — — IF THE DRAWING HAS NEVER BEEN 1 j REVISED. 00 APPEARS HERE • o o KEY PLAN D09-173921-00 COVER DRAWING — SHEET 1 D09-173921—OA SHAKEOUT PLAN — SHEET 1 D09-173921—01 SPECIFIC ANCHOR BOLT DRAWING — SHEET 1 D09-173921—GIA SPECIFIC REACTION DRAWING — SHEET 2 D09-173921-018 ANCHOR BOLT DETAIL SHEET —SHEET 3 009-173921-02 CROSS SECTION ERECTION DRAWING — SHEEi 1 D09 -173921-002A CROSS SECTION ERECTION DRAWING — SHEET 2 009-173921-02B CROSS SECTION ERECTION DRAWING — SHEET' 3 009-173921-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET — SHEET 4 D09-173921-03 WIND BRACING DRAWING — SHEET 1 009-173921-03A WIND BRACING DETAIL SHEET — SHEET 2 1 D09-173921-04 ROOF SECONDARY STRUCTURAL FRAMING PUN — SHEET 1 D09 -173921-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET — SHEET 2 D09-173921-048 ROOF SECONDARY STRUCTURAL DETAIL SHEET — SHEET 3 �.q D09-173921-05 WALL SECONDARY STRUCTURAL ELEVATION — SHEET 1 'p �i% D09 -173921-05A WALL D09-173921-058 DOOR SECONDARY DRA ACU EET 3 ON —SHEET 2 9�� 009-173921-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 4 009-173921-05D WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 5 009-173921-06 WALL PANEL ELEVATION — SHEET 1 D09 -173921-06A WALL PANEL ELEVATION — SHEET 2 D09-173921-068 WALL PANEL ELEVATION — SHEET 3 D09-173921-07 ROOF PANEL LAYOUT PLAN — SHEET 1 D09 -173921-07A ROOF PANEL LAYOUT PLAN — SHEET 2 D09-173921-078 ROOF PANEL DETAILS — SHEET 3 Butlerib 011 Wall System — Panels Calculated sectional properties for BuBerlb II a wall panel materials using 1996 edition of NSI design manual. ` 36' „ 12' '12' 12' 4 1/2' 1 3' 1 4 1/2' 4 1/2' I _3' 1 4 1/2' 4 1/2' 3' 1 4 1/2 Co n 0 8 N � cc N � _ ICh N C n IrQUV(�11.4, 10 ERECTY(ON ORA Mb83 0 € FOR CONSTRUCTION USE REVISION NO. 2 N REVISION N0. t in oeAmr er. aarwN er. . Section Through Panel N Section Properties for One Foot of Width DESIGN CRITERIA SUMMARY The 2007 edition of the 'California State Th n) Building Code' by the State Building Code Standards Committee. (�) Occupancy Category (Table 1604.5) Section 1606 Dead Loads GENERAL USE Weight of Roof Panel, Ince(. and Secondaries (psf) 2 4 5 0 Collateral Load On Frames(psf) Collateral Load an Secondaries(Psf) 5.0 Section 1603.1.2 R9of live Load Roof Live Lood,(p3f) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Snowload 0.0498 Ground Snow Load g sf Roof Snow Load, k rg 0.00 0.00 Snow Importance Factor, Is 1.00 Snow Exposure Factor, Ce1.00 Snow Thermal Factor, Ct 1.ThermalDo Section 1603.1.4 Wind Design Data Wind Speed (mph 85 1.00 Wind Importance actor, Iw C Wind Exposure Cateeggory Enclosure Classification Enclosed Intemal Pressure Coefficient +/-0.18 Section 1603.1.5 Earthquake Design Data 1.00 Seismic Importance Factor, Is Spectral Response Ace at 0.2—sec Period, Ss 64% g Spectral Response Acc at 1—sec Period, S1 Design Spectral Response Ace at Short Periods, Sds0.550 26X g g Design Spectral Response Ace at 1—sac Short Perfods, Sdt 0.326 g Site Close D D Seismic Design Category • Basic Seismic Force Resisting System(s) ((OCBF) R 3.25 Bracing — Ordinary Concentrically Braced Frames Main Ordinary Steel Moment Frome (OS F) 3.50 Frames — Seismic Response coefficient, Cs Bracing Main Frames 0.169 0.157 Design Base Shear (kips), V=Ce W Analysis Procedure — Equivalent Lateral Force Procedure See Reactions Not Designed for Factory Mutual FIELD WORK SUMMARY _Pane Material Th n) (kel) (�) (TFL) an Oubide Cam on Inside Sx " 1 Ono) S. Ona) I (I0 26 GA Steel/0.017 20500 50 12VM 0.95 0.0498 0.0603 0.0529 0.0417 WIND BRACING FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR BRACING CUP CONNECTION. ROOF SECONDARY FW0055 FIELD NOTCH GABLE ANGLE AND LOCATE HOLE IN PURUN AND/OR EAVE STRUT FOR ENDWALL OVERHANG GABLE ANGLE ATTACHMENT. WALL SECONDARY FW0008 FIELD LOCATE HOLES IN DOUBLE 'C' HEADER FOR DOOR POST CONNECTION. FW0010 FIELD LOCATE HOLES IN COLUMN OR POST FOR DOUBLE 'C' HEADER CONNECTION IF REQUIRED. FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING CONDITION. FW0043 FIELD CUT AND LOCATE HOLES IN DOUBLE 'C' HEADER. STANDARD GIRT LENGTH PROVIDED. FIELD CUT TO LENGTH BY BLOR STANDARD BUTLER TRIMS PRODUCT PROVIDED FOR THIS PROEJCT TO BE BE FIELD WORK BY BLDR. (PER BLDR REQUESTED) SOFFIT PANELS AROUND OVERHANG BEAM—BLDR TO BOX OUT BEAMS AND FIELD FAB TRIMS FOR SOFFIT PANELS (TRIMS BY BLDR) COVER DRAWING NOTES STANDARD NOTES: C00002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. C00003 FIELD WORK OVERHANG SOFFIT AS REQUIRED FOR NON—STANDARD ROOF SLOPE. CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 MATERIALS ASTM DESIGNATION ------------------------------------------------ STRUCT PLATE 1' B LESS A529 AND A572 FY = 55 IMGRADE 55 STRUCT PLATE OVER 1' A529 AND A572 FY 50 KSI ((GRADE 50 LIGHT GAGE/COLD FORMED EQUN TO A1011 FY = 60 KSI (GRADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 80 ROUND TUBE A500 GRADE B FY = 42 KSI SQUARE TUBE A500 GRADE B FY = 46 KSI BRACE RODS3/4' R LESS A510 GRADE 1018 BRACE RODS OwVEE7Rt 3/4' A572 GRADE 50 OR GREATER CDO028 HIGH STRENGTH BOLTING: SPECIAL NOTE: ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE A -325—T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN—OF—THE—NUT' METHOD SPECIFIED IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', PUBLISHED BY RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WILL BE SUPPUED WITH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. Butlerib ti II Roof System — Panels Calculated sectional properties for Butlerib 11 O roof system panel moterfals using 1996 edition of AISI design manual. 38' 12' 12' 12' 4 1/2' 1 3' 1 4 1/2' 4 1/2' 1 3' 1 4 1/2' 4 1/2 1 3' 1 4 1/2' Face Section Through Panel N Section Properties for One Foot of Width Panel Design Mate" Thick On) FY (kaj E (kid) weight (PL) Compression on Outside Com an Inside 9r On3) 1 Ono) s, Ona) 1 Ono) 26 GA Steil 0.0170 1 80 20500 0.95 0.0432 0.0537 O.OSOJ 0.0407 PRODUCT OF THE BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TIRE: DRW: BAY S BL/TLER 124X128X24 LRF 1:12 CKK: ABI ® �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL COVER DRAWING DRAWING NUMBER: RLLIInrAAMIdAfiYhLo r.onco cunTrlrcorAln r'`ulrrn rA (.HII:(1 t.A R5 MPH EXP C: CBC 07 ENG: CMSORUWO GATE 2-5-10 �R- c 0 15.9 16 17 18 19 .20 21 21.1 Ew EW 128'-0" - • BAYS 28,_0., 20._0..'. `,., 28,-0.,.. 26,_0.. - 26'-O" - - .. FRAME . (TYP.) 6.. - - 550326-229-2 550326-325-2 © (1) QZ (1) '(1). 702273-257-3 550303-031=2 .550303-067-2 O r 5 0 N (2) 50 50 Q Q > > 550303111- N 3 W®R utV72900 .. V72958 -- V72958 V72900 V72900 • N n - - " 0 (75)' Z, ^ N- (15) < '(13) 0 (t5) (75) 5500326-786 2 0 0 -(1) 530943-371-4 I I 530934-275-4' 530935-371-4 530935-347-4 HR3751-347-4 550326-267-2 1 of OZ (t) N E (2) 0 ES (2) ES (2 (2) 1 55032 6-19(14)- 2 1 510,1115 335- 40515-311-4 540575-431-4 IS-239-4 ON 40515 - `" 550326-274-5 �' N (2) V72892 1L711 - o N 530936-377-4 No LJJ m o 0 Of 01 � N l0 O1 N 1 N ^ > V72856 > > > > > I o 0 (3) 550325-217-2 m - N 1 vN I V72B90 U 550326-289-2 1 (SIC 1 - N zo N 1 I 0 (3) v72858 550326-229-2 N J V72B5B 1 N N Q O O O � o m vN W r 0 (3) 1 I 1 N N 550326-279-2 i oa 1 v - OZ (3) oI .• - Q 550324_205_2 550325-319-2C�V- V72942 v729a2 - - 1 v728B6 1 LI - (3) oI �J 550324-205-2 0 N n 10 � I V72BB4 7 N N o ZO (3) O c75) 02 (13) 02 (1S) 02 (1$) I I Z/1 530943-371-4 530934-275-4 0 530935-371-4 0 530935-347-a HR375t-347-a N - o, o� o o+ o+ o 0 0 a a <% ES (1) - ES .(t) ES (t) ES (1) ES (1) N 0 (3) I _ .- co z 540523-329-4 _ 540523-239-a > 540523-335-a 540523-311-a > 540523-437-a >I 550324-205-2 o 5300943-365> 4 - 5300936-372' 4 I v72882 \ / 111/ • .: I 0 (2)-_ 0 (2). - - ES 35 ES (2) E5 .(2) .... 1 540515-329-a 540515-239-a 540515-335-a. 540515-371-a 540575-437-4 Q 02 o 550303-702-2 .I ' V729a6 - V72946 V72900 V72900 - V72900 - - V72900 550303-110-2 I ®R W o (2) O (2) O(2) 01- 550325-295-2, 550303-0432 50325-33w 550326-319-2 N U N J > N <D (1) 550303-103-2 _ - 550326-325-2 - - N ONLY THE FOLLOWING TYPES OF PARTS ARE CALLED OUT ON THE SHAKEOUT PLAN. OTHER PARTS .ARE SPECIFIED ON THE ERECTION DRAWINGS: COLUMNS AND ROOF BEAMS SECONDARY PARTS ARE: ES EAVE STRUT, TP TRUSS PURLIN, © C -SECTION. <1>.Z -SECTION ®R - BRACE BAY OR SECTION [• = W. WP, or PF (W - WALL RODS) (WP -WIND POST) (PF - PORTAL FRAM:)] [ R = Roof ] BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: BAY S ENG: CMSORIANO REVISION NO. '. REVISION NO. 2 PRODUCT 0° THE - ��_ _ ; BUTLER --, 124X128X24 LRF 1:12 CHK: ABI DATE: 2-5-10 Q DRAWING NUMBER: REV. o�.v —� 0 NORTH VALLEY BUILDINGSFBUILDC7RITEUNIT 2 20# LL + 5#CLL SHAKEOUTBUtlefManUfactu�ing (1RfIFR ENGINEcR[NG CHICO, CA A 85 MPH EXP C; CBC 07 PLAN ^ �n �Zn,r,A n n if BAYS 28'-0' 20--0- zn -o - -- G OPEN SIDEWALL O I O 7Z O0 OUTLIN 8' 6• �2_6•6.PARTITION , VNnrp;p 7FRAME -6' 14'-0' 7'-6' 14'-0• 6'-6' WALL A411 . M11 128'_0• µ11 TYPICAL Z A391 A391 / - - - - - - A818 / A318 I A372 I A372 I A3]3 JI AI i I I I I � J I ,-W Al I i I I �I � �ASIS I �i d I I I I / o ; / I I I (Lx WALL PANEL -� � I I �J AW I I I �" I I I � � Acte I wszz I Asu A387 - - - - - - - A391 4 -6• - - • 9'-6• 14'-0' I l pn M11 wpIP.A1 El A STANDARD NOTES: AB0007 GNE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL. AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT HAND SEr ANCHOR BOLTS. AB0010 ANCHOR BOLTS MUST BE ASTM F1554. GRADE 36, MINIMUM. ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL. LOAD ON ANCHOR BOLTS. ABOO14 C A U T I O N ,, a�aaaaas RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL. STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABO016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. ANCHOR BOLT PLAN BUILDER• PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORtlWO ENC: CMSORIANO REVISION NO. 2 PRODUCT OF THE B�/TL.ER -� 124X128X24 LRF 1:12 SPECIFIC a"� DATE: oe/oa/Ds ® - ® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV. BUtlermo1U18CIw" ORDER ENGINEERING CHICO, CA CHICO, CA 185 MPH EXP C; CBC 07 DRAWING ��ooz O I O 7Z O0 OU OON�Ozol , VNnrp;p ✓ 0 9lN VISKN NO. A am 1. REVSED AS LAZffaY..ffO T 5/14/09 1 GRO 16.9tii 10 MI I � � Acte I wszz I Asu A387 - - - - - - - A391 4 -6• - - • 9'-6• 14'-0' I l pn M11 wpIP.A1 El A STANDARD NOTES: AB0007 GNE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL. AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT HAND SEr ANCHOR BOLTS. AB0010 ANCHOR BOLTS MUST BE ASTM F1554. GRADE 36, MINIMUM. ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL. LOAD ON ANCHOR BOLTS. ABOO14 C A U T I O N ,, a�aaaaas RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL. STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABO016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. ANCHOR BOLT PLAN BUILDER• PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORtlWO ENC: CMSORIANO REVISION NO. 2 PRODUCT OF THE B�/TL.ER -� 124X128X24 LRF 1:12 SPECIFIC a"� DATE: oe/oa/Ds ® - ® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV. BUtlermo1U18CIw" ORDER ENGINEERING CHICO, CA CHICO, CA 185 MPH EXP C; CBC 07 DRAWING 77 (CNPY.) I .. FFI Al v CEJ c cb (1) (t b (b (t (b (t ENDWALL FRAME AT SIDEWALL GRID 15.9 ENDWALL FRAME AT SIDEWALL GRID 21.1 b K V Al V I Z C V I Z y E V Z s D V OL DEAD LOAD 0.32 0.00 0.48 0.00 0.52 0.00 0.00 0.42 WLI WIND LEFT+INT PRESS 0.00 - -0.33 0.00 -0.83 0.00 -0.90 WLI WIND LEFT+INT PRESS WL2 WIND LEFT+INT SUCT 0.00 0.33 0.00 0.83 0.D0 0.90 WR1 WIND RIGHT+INT PRESS 0.00 -0.33 0.00 -0.83 0.00 -0.90 0.00 WR2 WIND RIGNT+INT SUCT 0.00 0.83 0.00 -0.83 0.00 0.90 WL2 WIND LEFT+INT SUCT EP2 EW PRESS+INT SUCT 0.00 1.51 0.00 3.77 0.00 4.05 ESI EW SUCT+INT PRESS 0.00 -1.88 0.00 -4.19 0.00 -4.50 MAX. POS. REACTION 0.48 1.51 0.48 3.77 0.52 MAX NEG REACTION 1 0001 -168 1 0.00 -4.191 0.00 4.05 -4.50 b K V Z J V Z H V Z F V I Z D V Z B V Z OL DEAD LOAD 0.33 0.00 0.35 0.00 0.42 0.00 0.43 0.00 0.42 0.00 0.34 0.00 WLI WIND LEFT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.00 -0.70 0.00 -0.69 0.00 -0.62 WL2 WIND LEFT+INT SUCT 0.00 0.48 0.00 0.62 0.G0 0.65 0.00 0.70 0.00 0.69 0.00 0.62 WR1 WIND RIGHT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.DO -0.70 0.00 -0.69 0.00 -0.62 WR2 WIND RIGHT+INT SUCT 0.00 0.48 0.00 0.62 0.00 0.65 0.00 0.70 0.00 0.69 0.00 0.62 EP2 EW PRESS+INT SUCT 0.00 . 2.23 0.00 2.78 0.00 2.92 0.00 3.17 0.00 3.07 0.00 2.81 I EW SUCT+INT PRESS 0.00 -2.521 0.00 -3.08 0.00 -3.25 0.00-3.53 0.00 -3.42 0.00 -3.14 MAX. POS. REACTION 0.33 2.23 0.35 2.77 0.42 2.92 0.431 .43 3.16 0.42 3.07 0.34 - 2.51 MAX. NEG. REACTION 0.00 -2.52 0.00 -3.08 0.00 -3.25 0.00 -3.53 0.00 -3.41 0.00 -3.13 GAL) FRAME AT SIDEWALL GRIDS 16 & 17 FRAME AT SIDEWALL GRIDS 18, 19, 20 & 21 L A G LA L ENDWALL FRAME AT SIDEWALL GRID 16.9 H V H v H V H v H v OL DEAD LOAD 0.891 5.17 0.DO 7.03 -0.89 3.54 DL DEAD LOAD 5.40 8.78 -5.40 8.78 C E CLL COLLATERAL LOAD 1.16 6.59 0.00 8.76 -1.16 4.81 CLL COLLATERAL LOAD 7.17 9.72 -7.17 9.72 V I Z V I Z LL LIVE LOAD 2.78 15.81 0.00 21.03 -2.78 11.54 LL LIVE LOAD 17.21 23.33 -17.21 23.33 DL I DEAD LOAD 0.481 0.00 0.52 0.00 WL1 WIND LEFT+INT PRESS -3.70 -25.14 -2.09 -23.38 0.25 -6.39 WLt WIND LEFT+INT PRESS -17.19 -25.71 11.28 -16.31 WLI IW1ND LEFT+INT PRESS 0.00 -0.83 0.00 -0.90 WL2 WIND LEFT+INT SUCT -6.55 -8.36 2.09 -3.09 -2.32 -2.34 nL WIND LEFT+INT SUCT -11.05 -16.81 5.14 -7.42 WL2 WIND LEFT+INT SUCT 0.00 0.83 0.00 0.90 WR1 WIND RIGHT+INT PRESS 2.92 -15.11 -2.09 -24.20 5.96 -15.60 WR1. WIND RIGHT+INT PRESS -11.28 -16.31 17.19 -25.71 WRt WIND RIGHi+INT PRESS 0.00 -0.83 0.00 -0.90 WR2 WIND RIGHT•+INf SUCT 0.06 1.67 2.09 -3.90 3.39 -11.55 WR2 WIND RIGHT+INT SUCT -5.14 -7.42 11.05 -16.81 WR2 WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.90 Ek EW PRESS+INT PRESS 1.08 -22.01 -2.09 -27.49 1.64 -12.12 EP1 EW PRESS+INf PRESS -15.40 -24.25 15.40 -24.25 EP2 EW PRESS+INT SUCT 0.00 3.77 0.00 4.05 EOL SEISMIC LOAD LEFT -4.42 -1.32 0.00 -0.42 -3.41 1.74 EOL SEISMIC LOAD LEFT -3.83 -1.43 -3.83 1.43 ESI EW SUCT+INT PRESS 0.00 -4.19 0.00 -4.50 EOR SEISMIC LOAD RIGHT' 4.42 1.32 0.00 0.42 3.41 -1.74 EOR SEISMIC LOAD RIGHT 3.83 1.43 3.83 -1.43 MAX. POS. REACTION 0.48 3.77 0.52 4.05 MAX. POS. REACTION 5.36 27.23 2.52 36.76 5.31 20.39 MAIL. POS. REACTION 31.50 42.01 13.80 42.01 MAX. NEG. REACTION 0.00 -4.19 0.00 -4.50 MAX. NEG. REACTION -4.70 -2213 -1.86 -23.31 -6.22 -13.27 MAX. NEG. REACTION -13.80 -20.43 -31.50 -20.43 REACTION NOTES: BRACED BAY REACTION 1 INEKIPS �(I KI 100"0 POUNDS) MOMEENOT �E REACTIONS S ARE STATED INCH -KIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR ><I DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES H_ ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE V V SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (1n FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS SIDEWALL BETWEEN (WL) (WL) (EO) (EO) REACTIONSLROM THE IINTERMEDIATE FRAMES. THESNG REACTIONS DO NOT E BE A - -19-20 7 6-1-10- 9 COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. L 17-18 2 2 10 11 b. HORIZONTAL SIDEWALL TO THE ACTINGFRAME REACTIONS UNE ONS (H) ARE IN THE Z-AXIS DIRECTION C. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL a +V J --+H +Z � u9 j IN 7 O! n n a s o� aE tm j BUILDER; PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG: w REVISION NO. A REVISION NO. 2 PRODUCT OF THE e CHK: BAYS GATE: 08/06/09 i nae 1. REVISED REACTIONS AT ale BLff ER 124X128X24 LRF 1:12 8/4/09 GRIDS 15.9 & 16.9 OQ DRAWING NUMBER: REV. _ ® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL SPECIFIC I! mm a o ButlerManufe*ft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP -C; CBC 07 REACTION DRAWING nna_��za��_n�e Al �OETAIL A391 9' DOOR POST (LEFT) B/SE UM -3/4' 7HK. 1•-0• 1 1/4' DIA. — — — — ANCHOR BOLTS PROJECTED 3' m P m � 21 2' 1 21/2 - ME 2'ME dea �DETAJL A522 SIDEWALL COLUMN 1 3/4' uDETAIL A392 • 3 1 2' — PROJECTED 2P 1� 1 1/4' DUI 4- Dlk = �u 3/ANCHOR BOLTS /4' DI0. ANCHOR BOLTS �4� —� O r I n � PROTECTED 2' PRWEC ED2 o; NA � �xol o 1 � Ni O.C— LL—J��LL—J h y l N W DETAIL A549 ENDWALL H -POST OR C -POST � m n E•-- --7 m I 21 212' 1 3/4' DOOR WIDTH DOOR NAD �OETAIL A391 9' DOOR POST (LEFT) B/SE UM -3/4' 7HK. 1•-0• 1 1/4' DIA. — — — — ANCHOR BOLTS PROJECTED 3' m P m � 21 2' 1 21/2 - ME 2'ME dea �DETAJL A522 SIDEWALL COLUMN 1 3/4' uDETAIL A392 9' DOOR POST (RIGHT) BASUTATE-1/2' THIL — PROJECTED 2P 1� 1 1/4' DUI 4- Dlk = �u 3/ANCHOR BOLTS 2 0 ur PRGJECIID 2' r I n L — J I 1 3/4' PRGJM70 3' o; NA m —JD a 1 � Ni O.C— LL—J��LL—J ENDWALL SECTION ENDWALL SECTION DETAIL A549 ENDWALL H -POST OR C -POST SIDEWALL OR ENDWALL j EDGE OF FDUHDAnON FLOOR UNE SECTION AT EDGE OF FOUNDATION 1 UN -NOTCHED BASE LAPPED I kWLATE-3/4' TH1L 3 1 2' 3 1' DIA H0R BOLTS — PROJECTED 2P T- N _ 1 1/4' DUI I n N 2 0 I � I 01 a OW I n L — J I 1 3/4' PRGJM70 3' I kWLATE-3/4' TH1L 9 1/2' PARTITION WALL POST AT CANOPY 1 DETAIL Z27 INTERIOR COLUMN a 0 4 o; 0 1 1/4' DUI ANCHOR DOLTS PRGJM70 3' o; NA m � 1 � Ni T T 4 - IN m� � m n E•-- --7 m I 21 212' FRAME DETAIL A51B ^ SIDEWALL COLUMN a EW OR PARTITION z WALL 1,-0 o _1 B CIA. /-ANCHOR BOLTS -{ 2R m ; 1 /2 9 1/2' PARTITION WALL POST AT CANOPY 1 DETAIL Z27 INTERIOR COLUMN a 0 4 o; 0 o; NA 1 � Ni - IN m� 0� r a ` o a •c o / BUILDER' PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TOLE: : CMSORIHNO ENG: REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BAY S DATE. De/DB/o9 29 B�%I.ER ® 124X 128X24 LRF 1:12 5#CLL ANCHOR BOLT WING NUMBER REV. Fm One e ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + Dom IED o owm W. W&Moufac�ring ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET - na_� 7znO I —neo nn 2 SPACES AT 3'-6 5/32' 15 _SPAC 2 SPACES AT 0 7 S-6 5/32' 3-11 15/16' 1 4' 3.-11 1516 lo -SPAM T 1'-0 J/4 5'-0 7/32 3'-11 15 PURUN Q Q LOCATIONS Q Q Q 2a6 Q O m� los 12 FLANGE 2to Ct12 D 1123 D 1� BRACES Cttt C1m G F N N n N C4 • I N Nma I o N UOO NE R 1103 91 C3 m RIDGE 62'-0' 3'-11 15/16' 6' HARD STEEL WASHER PER CONNECTION S-11 PART SCHEDULE O 1'-0 , PART LENGTH WOEPo( . 5'-0 7/32 11 ROOF BEAM V72902 Y-11 15 I6' 12 ROOF BEAM V72904 31'-10 11 18' CANOPY ROOF BEAN OV72967 9'-11 11/16- C230 LOCARUN TIONS 097284 3/4X2-1/2 HS BOLT A31 12 GE G 10 1� BRACES 5/8X2-1/4 BOLT A325T I 095233 I C320 12101 545105 [120 C344 N 2 SPACES AT N N FlAOR 1'-0 1/4' UNE NW • N V' 3'-11 15 16' m o, - g s 10SPACES Z T 5'-0 3'-11 15/18 N9 PURUN LOCATIONS 1,-0 1 4' 1 (G N O� i a -' o 0 •� o OO t 12 ] • N/ `o C4 REVISION NO. 1 o ^ U 000 D oDRUM Or. C 111 O RIDGE 62'-0' 3'-11 15/16' 6' HARD STEEL WASHER PER CONNECTION BOLTED PART SCHEDULE O PART NAME PART NUMBER PART LENGTH WOEPo( . 10 EXTERIORCOLUMN V72900 11,120 20'-0 29 32' 11 ROOF BEAM V72902 30'-3 3 4- 12 ROOF BEAM V72904 31'-10 11 18' CANOPY ROOF BEAN OV72967 9'-11 11/16- C230 me Q 2to FIANCE BRACES 12 �1 1113 ' 1203 G F 20a N N I � N 1 iq Ctto wItE G3 10'-0' HARD STEEL WASHER PER CONNECTION BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. DESCRIPTION I NUT NO. DETAIL D 08 097284 3/4X2-1/2 BOLT A325T 1 095235 F 24 097284 3/4X2-1/2 HS BOLT A31 095235 G 10 097282 5/8X2-1/4 BOLT A325T I 095233 I C320 HARD STEEL WASHER PER CONNECTION Q QUANTTIY WASHER NO. DESCRIPTION (WASHER) D 08 095946 3/4 Hard Washer F 24 095946 3/4 Hard Washer G 10 095945 5/8 Hard Washer FLANGE BRACE SCHEDULE FRAME ELEVATION AT GRIDS 18,19, AND 20 0 FRONT/NLEFT REAR/RIGHT DIN. Y DETAIL WOR . 203 545102 V-10 1/2' C346 204 545102 V-10 1/2' C347 205 545103 2'-4' C342 206 545103 2'-4 1/2' C346 207 545103 2'-4 1/2' C347 209 545104 2'-10 1/2' C347 12101 545105 1 545105 3'-4 1/2' C344 FRAME ELEVATION AT GRIDS 18,19, AND 20 - 2 SPACES AT ' 5/32' 1'-0 1 4' 10 SPACES AT 3'-11 15/18' 2 SPACES AT 5'-0 7 32' 1'-0 1/4' S-6 5/32' • 4-7/32' 1'-0 1 3'-11 15 16' 10SPACES Z T 5'-0 3'-11 15/18 PURUN LOCATIONS 1,-0 1 4' q5) 10 me OO t 12 ] O Q 2to FLANGE 12 - C 112 - D BRACES 1 C 111 O 1113 1203 G F F r N H m I C N �1Itt N 1107 Clio Wx 1'-9 1/4 _ T 62'-0' RIDGE 62'-0' 10'-0' �W 124'-0' SW (CANOPY) . L FRAME ELEVATION AT GRID 21 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TMf- DRW: BAY S ENG CMSORlANO REVISION NO. 2 BLliiisR PRODUCT OF THE --, 124X128X24 LRF 1:12 CHK: ABI DATE: 2-5-10 ® Butlermmdack tn8 �® ORDER ENGINEERING NORTH VALLEY BUILDING S CHICO, CA BUILDRITE — UNIT CHICO, CA 2 20# LL + 5#CLL CROSS SECTION DRAWING NUMBER: REV. 85 MPH EXP C; CBC 07 ERECTION DRAWING rnno_i7za1_n,)R nn Tap / OUTSIDE FLANGE o WEB THICKNESS a BOTTOM / INSIDE FLANGE FRAME DESIGN INFORMATION PART DESCRIPTION V74856 TOP FLANGE - B" X .250" 301-4 BOTTOM FLANGE - 8' X .250" INTERM POST WEB THICKNESS - .135' PART DEPTH - 12* V72858 TOP FLANGE a 8" X .250" 326-4 BOTTOM FLANGE - S' X .250' EW INTERIM POST WEB THICKNESS - .135" PART DEPTH - 12" V72860 TOP FLANGE - 8" X .250' 325-7 BOTTOM FLANGE - 8' X .250' INTERIM POST WEB THICKNESS - .135' PART DEPTH - 12' V72882 TOP FLANGE - 5' X .250' 288-4 BOTTOM FLANGE - 5' X .250' INTERIM POST WEB THICKNESS - .135" PART DEPTH - W V72884 TOP FLANGE - 5' X .250' 306-4 BOTTOM FLANGE - 5" X .250' EW INTERM POST WEB THICKNESS - .135" PART DEPTH - 12" V72886 TOP FLANGE = 6" X .250" 324-4 BOTTOM FLANGE - 6' X .250' EW INTERM POST WEB THICKNESS - .135' PART DEPTH = 12" V72888 TOP FLANGE = 6" X .250" 334-4 BOTTOM FLANGE = 6" X .250" EW INTERM POST WEB THICKNESS - .135" PMT DEPTH = 12" V72890 TOP FLANGE = 6' X .250' 314-4 I BOTTOM RANGE - 6" X .250' EW INTERM POST I WEB THICKNESS - .164" - LOW END TO 15' FROM LOW END .135' - 15' FROM LOW END TO HIGH END PMT DEPTH = 12- V72892 TOP FLANGE = 5' X .250" 295-4 BOTTOM FLANGE = 5' X .250" EW INTERM POST WEB THICKNESS = .135" PART DEPTH = 12' V72900 TOP FLANGE = 10 X .375' 240-7 BOTTOM FLANGE = 10' X .500' EXTERIOR COLUMN WEB THICKNESS = .250' PART DEPTH = 20" TO 40" V72902 TOP FLANGE = 8" X .250' 357-5 BOTTOM FLANGE = 8' X .625" - LOW END TO 14'-9 5/16' FROM LOW EN ROOF BEAM 8" X .375" - 14'-9 5/16" FROM LOW END TO HIGH END WEB THICKNESS - .313' PART DEPTH = VARIES 41' TO 20' V7Q904 TOP FLANGE = 6' X .500' 389-0 BOTTOM RANGE = 6" X .250' ROOF BEAM WEB THICKNESS = JIBS' - LOW END TO 20'-0 3/16" FROM LAW END .164' - 20'-0 3/16' FROM LOW END TO HIGH END FRAME DESIGN INFORMATION (cont.) PART DESCRIPTION V72958 TOP FLANGE - 8" X .375" 259-7 BOTTOM FLANGE - 8' X .500" EXTERIOR COLUMN WEB THICKNESS - .164' PART DEPTH - 12" TO 32' V72960 TOP FLANGE - 6' X .500' 359-3 BOTTOM FLANGE a 6' X .375" ROOF BEAM WEB THICKNESS - .250' - LAW END TO 9'-10 7/8' FROM LAW END .188' - 9'-10 7/8' FROM LAW END TO HIGH END PART DEPTH - VARIES 21 5/32' TO 36- V72962 TOP FLANGE - 8' X .375" RAF BOTTOM FLANGE a 8" X .375' BEAM WEB THICKNESS - .188" - LOW END TO 20'-0 1/8' FROM LAW END .164' - 20'-0 1/8" FROM LOW END TO HIGH END PART DEPTH - VARIES 36" TO 20' V72964 TOP FLANGE a 6" X .500' 283-3 BOTTOM FLANGE - 6' X .625" ROOF BEAM WEB THICKNESS - .188' - LOW END TO 20'-0 1/8' FROM LAW END .164' - 20'-0 1/8' FROM LOW END TO HIGH END PART DEPTH = 20' V72966 TOP FLANGE = 6' X .250" 463-1 BOTTOM FIANCE = 6' X .375' ROOF BEAM WEB THICKNESS = .250' - LAW END TO 19'-10 29/32' FROM LOW END .135' - 19'-10 29/32' FROM LAW END TO HIGH END PART DEPTH = VARIES 21 3/16" TO 20" OV72967 TOP FLANGE = 5' X .250" CANOPY ' BOTTOM FLANGE = 5" X .250" BEAM WEB THICKNESS = .135' PART DEPTH - 9 7/8" TO 14 7/8- V72942 307-3 INTERIOR COLUMN a E = 8' X .375" TWARTM BANGE - B" X .375' WNESS = .135' PH = 12 1/4' V72948 TE B' X .250' 259-7 ANGE = B' X .500'DRERIORCOLUMN RIGID FRAME ROOF BEAN WNESS = .164"PH 12' TO 32' °c 0 'nn % I 15.9 16 17 1.8 i h' o- - 9 - REVISION NO. 1 I, I— BOX STRUT ATTACHMENT AAA SEE DRAWING 173921-03A 0 I I N / M r / U /I I /M I I I I etm 9136 Boo4 312 _ 31 BM 301 8326 REVISION NO. 2 4 1 B�JTLER �tllar MsAlufachuho 19 C2P 21 21.1 26'-0' 25'-6� 6* 313]-� B32e / x \ 6326 \/ —8 C'U�' 309 3os 020 I C 8326 ata 9326 cl� -]ZI \ / C11 -c- / / \ \ 8326 I soe \ / 8326 / \ 8326 soe / \ me 300 304 I 8326 \ / B32e I B1f I/ \ / \ - 4313 301 832E ROOF BRACING I - - I II I I I II I II I II I I II I II II I I I II II I I I II BRACE ROD SCHEDULE PART SCHEDULE o- - 9 - REVISION NO. 1 I, I— BOX STRUT ATTACHMENT AAA SEE DRAWING 173921-03A 0 I I N / M r / U /I I /M I I I I etm 9136 Boo4 312 _ 31 BM 301 8326 REVISION NO. 2 4 1 B�JTLER �tllar MsAlufachuho 19 C2P 21 21.1 26'-0' 25'-6� 6* 313]-� B32e / x \ 6326 \/ —8 C'U�' 309 3os 020 I C 8326 ata 9326 cl� -]ZI \ / C11 -c- / / \ \ 8326 I soe \ / 8326 / \ 8326 soe / \ me 300 304 I 8326 \ / B32e I B1f I/ \ / \ - 4313 301 832E ROOF BRACING I - - I II I I I II I II I II I I II I II II I I I II II I I I II I N V soot n / \ b, r 26'-0' 20 19 SIDEWALL BRACING AT GRID A v II • I io II I 20'-0' I I II I dD 18 II I `t SIDEWALL BRACING 11 I m AT GRID L II I Y I I a I • I BRACE ROD SCHEDULE PART SCHEDULE Q =1 PMT NUMBER [ ] ow PART NAME PMT NUMBER PART LENGTH WORK - Q 1/2 RH-RH BR ROD 312 1 BOX SIR' .077 0544241 229-s 19 -1 5 8 RH-LH 0095048 (1) RH-RH 313 2 BOX STRUT .A77 0544241 301-5 8- 25'-1 548- 1 1 BOX STRUT .113 0544242 325-5 27'-1 5/8- 305 2 0544049 393-0 3/4 RH-RH BR ROD I N V soot n / \ b, r 26'-0' 20 19 SIDEWALL BRACING AT GRID A v II • I io II I 20'-0' I I II I dD 18 II I `t SIDEWALL BRACING 11 I m AT GRID L II I Y I I a I • I STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 112- BRACE RODS RED THREAD PROTECTORS INDICATE 5/H• BRACE RODS YELLOW THREAD PROTECTORS INDICATE 3/4' BRACE RODS ORANGE THREAD PROTECTORS INDICATE 77/8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS WB0009 8-5/8 X 0.156 Round HSS Sections may be substituted for 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. W80010 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 % 0.113 sections at the discretion of Manufacturing which aro of equal or greater structural capacity. BUILDER: PROJECT' BUILDING ORDER DESCRIPTION: DRAWING TITLE: PRODUCT OF THE 124X128X24 LRF 1:12 — �ygwgff�% NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL WIND BRACING nanFR FNnTNEERING CHICO. CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING DRW: BAY S ENG: CMSORIANO CNK: ABI DATE 2-5-10 DRAWING NUMBER: REV• nn0_17-�o')l_n-� nn BRACE ROD SCHEDULE Q =1 PMT NUMBER DESCRIPTION THREAD TURNBUCKLE 301 4 JOS44047 381-0 1/2 RH-RH BR ROD RH-RH 302 2 0544060 157-0 544050 240-0 7/8 RH-LH BR ROD 7/8 RH-RH SR ROD RH-LH 0095048 (1) RH-RH 303 2 0544049 349- 3/4 RH-RH BR ROD RH-RH 304 2 0544049 347-0 3/4 RH-RH BR ROD RH-RH 305 2 0544049 393-0 3/4 RH-RH BR ROD RH-RH 308 2 0544048 379-0 5/8 RH-RH BR ROD RH-RH 307 2 0544048 386-0 5/8 RH-RH BR ROD RH-RH 308 2 0544047 370-0 1/2 RH-RH SR ROD RH-RH 309 2 0544047 346-0 1/2.RH-RH BR ROD RH-RH 310 2 0544047 335-0 1/2 RH-RH BR ROD RH-RH 311 2 0544047 350-0 1/2 RH-RH BR ROD RH-RH STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 112- BRACE RODS RED THREAD PROTECTORS INDICATE 5/H• BRACE RODS YELLOW THREAD PROTECTORS INDICATE 3/4' BRACE RODS ORANGE THREAD PROTECTORS INDICATE 77/8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS WB0009 8-5/8 X 0.156 Round HSS Sections may be substituted for 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. W80010 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 % 0.113 sections at the discretion of Manufacturing which aro of equal or greater structural capacity. BUILDER: PROJECT' BUILDING ORDER DESCRIPTION: DRAWING TITLE: PRODUCT OF THE 124X128X24 LRF 1:12 — �ygwgff�% NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL WIND BRACING nanFR FNnTNEERING CHICO. CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING DRW: BAY S ENG: CMSORIANO CNK: ABI DATE 2-5-10 DRAWING NUMBER: REV• nn0_17-�o')l_n-� nn 0 n N N m l O ; N $R m N 0 CD n c ''c o N REVISION NO. 1 oCD i � c 09ArN n: ROD WASHERS ROD CLEVIS USESI(R4��N7C/M8' X 2 BOLT (tb/94' A32ST N REFER To SPECIFIC DUL NUT BUILDING SPACING A B C OLA. ��' 7/8' HEAVY HEX. NUT (095231)D DRAWING FOR BRACE 1/2' 0950OW72 095948 020821 S/8' 095277 SACH -UP PLATE R00 REOUIREIIDOS 072 3/4' 095278 BRACING STRUT (5W374) S/8' 0952]1 085915 085948 020821 (ROUND BRACING CLIP 3/4' 095235 095947 095948 020822 7/8' 095279 ��n STRUT SHOWN. TB: BRACING (543368) 7/8' 095277 095947 095948 020822 1' 093280 I" — COTTER PIN STRUT SIMILAR.) �L 1 1/8' 095781 �IIWWII'rr/ ` I `Q \ CFOR CLEVIS ONNECTION 1 1/4' 095282 \ SEE DETAIL 8002 NlR I 0�� 0 CLLYIS - 1 A WASHER � \ �•) CONNECTING y CONNECTING mn B WASHER STEEL OR I I ° aT T 3 BRACE� BRACE ROD ' BEAMROOF ° p Z. (BE�WASHER) / bb 6 CLENS PIN J/ USE ((4) GTH % 2-(1 Y A3))23T BRACE ROD HF-ST1iETICM BOLT 28 �\ 3/4' HEAVY HOC J e r s r r r 00 "` BRACING CUP CONNECTION DETAIL 8001 TYPICAL BEVEL WASHER CONN. DETAIL 8002 • TYPICAL CLEVIS CONNECTION 6DETAIL 8004 TYPICAL BRACING STRUT CONNECTION DETAIL 8107 AT LOW EAVE LDGARGN-ww SLOE RANGE NOM' USE (4) 7/8' z 2 1/4' A323T Tl NOTE;* REFER TO SPECIFIC ROD N� WASHERS _ REFER TO SPECIFIC NI -SIREN BOLT (09 285) AND I BUILDING FOR BRACE DIA. A B C BULDIING BRACING FOR BRACE 7/8' HEAVY HOC UT (0952]» ROD REOUGtf31ENTS. 1/2' 095032 095872 095948 013857 DRAWROD IN GUI R BRAC (5=V PLATE p ° (W �) 5/8' 095211 095913 095948 043857 ROOF BEAM pJp o 5-168) CUP 3/4' 095735 095947 093948 043658 ATTACHMENT FROM ORD (54.3189) f 5 1-11 7/8' 095237 095947 093918 043658 t' 095738 093948 095949 043659 173920 -SEE DET. BOW �NCLEVISNECRON p O A-,. FOR CLEVIS INFECTION 1-1/8' 095239 095949 093949 013639 \� SEE DETAIL NUT SEE DET -2 ��'O � ALL 0l�. ® - (T'RJ / %� (1YP.) \I (yrn.) A WASHER `\ ar T 7 CONNECRNG STEEL lo� B WASHER C -#i JA Al ° ROOF G C ROOF ROOF ° ROOF SLOT ROD 0 O BEAU BEAM ° ° ROD •) WA41 ER ( W •) . C (BEVEL WASHER) USE X 2 [11/4 HDC' A325T\ // BRACE ROD TNUfb9(0� 7/8' HEAVY 952)77µ)D 4 _ J so r ana BRACING CUP CONNECTION �0� BRACING CUP CONNECTION 6O' aOETAIL 8108 • AT LOW FAVE 1AG710N-lOW SLOPE RANGE DETAIL 8138 ^ AT LOW EAVE LOCATION -UX SLOPE RANGE DETAIL 8328 TYPICAL BEVEL WASHER CONNECTION DETAIL B399X OX STRUT TO STIFFENER CONNECTION REVISION NO. 2 9{,/TLER Dift M811Ui8llft BUILDER: PROJECT; BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO PRODUCT OF THE CHIC: 124X128X24 LRF 1:1CHIC: ABI DATE 2-5-10 �® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL WIND BRACING DRAWINGNUMBER: REV. ORDER ENGINEERING CHICO. CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET PI l)o_ 1 7 .4001 _nze r) r) A 16 17 18 19 Cp ETM 12B'-0' 6' C � 414 F= 410 [415 F549 —{406]---- C418;-� r, C C41a]--� [ - 414 4103 Cats1- 411;-- F11s 4151" --C 403 C 4013- 416 }--� 416 3--® FlZO [aS 1. fl2 04153- ® Fl 24 [Net_ fR1 fl24 41S]�® ka3]-� �1�J I :403 -C 4013 FRS I 0416 103® F11 I C4fe}---�itt2 [4/e��?�®LJ Fl 12 41e}r� FI 15 4183---� F I 101 406 1 402 I Fl 12 404 oS I fl12 4 I fl 1S Fzse [ae7� 9 NOTE 4 1 C 41}-- ® 04163-�405, 404 F2se II [416] ®. F1 I [ae>~� Flu C418 fl1z 41e�® z ae�® Fuse 101 e I C416}--® fl1 Caa3�-� 1 Fl1z C4163--® I Fl1z ae]-4® I ae 13 11 Faso 1 4003 -E 402 C 404 Io3 491 FTSE 1 [418}{ FilI 04163 --� fl12 C41a_ r_� fl12 {18�_ 1-1 fl13 4183^® F75B 40 4013 iR3B I C418 j^® fl1S 1 C41e3--� F112 C41a J•`3----®��J F112 416406 r ,}f -®LJ Fl 13 {1e3-�® FRSs 40140.7 401 1 FRse 1 [4183—® I'll [41e3�® I-IFl12 C4181� fl12 4163 ® fl1s 41e]�® 114 401409 402 fl12104 403 21 I [4163! IPC416}----� Ca6 FS39 4163--a6j--401fl 12 406 flu 407F11 S[aa3-� fltsae3--� [ae]-�� ae}� ® ate}--� 1 404 3 C 403 401 408 CaBj--� Flt [419]-�® Fl12 C11a FS]9 fll2 41a3F� -115 418 3-�® 1 401 Face I C 411 106 FS3SI fl 1 C 411 4aQ i53B 1 Fl f 2 [ 411 404 FS39 1 fl 12 411 ]-�® 1 flu 411 FS39 1 -TSB 40t Faso I C413--� Fl1 [411}- I -112 [4lf FssB I Fllz 4113- fl1S 411 Fswe [ 401 C 411 F53B fl 1 C 411 -338 fl 12 [ 411 }-.� fl 12 111 FS3B 411 FS39 s j C41i F11 �� 1 fl12 3 _� 1 f112 403 401' I Fl1s pl I F2s6 C 411 ]f-® I C 411 FS39 C 411 FS39 411 PS]9 411 F540 402 fl12 C41S 104 101 101 -TSD I f 415 408 B1 0413 _ ^Fl12 415 nrt fl1S aS FMB flS3 / 1 C416 ]f-® flt C416 }-� I 1J C4163^® I Z�4153�® I `ICae]---[FS� 401 [It9}�® F11 }-�-® F112[416}-® 1`1124163-4 -115 aB]F-® FT's [418 I 4033 I C416]♦� flt 1 C415 F539 fl12 C4163�® Fl12 416}---� fl1S 118 4071 - I Faee O 0 Flt 402 fl12 104 fl12 403 fl1S 401 F2s8 I /04 C41B}r® C418]^® C416}r® 418}--� 118�•� 402 104403 1 04163- ® fl1S 1 C418]----� Fl12 Caa3--� Fl 12 H8� 403 Z aB�_ r1 I F25B 402 404 +'� LJ X401 I_J / L) C415 ]-�® Flt C 41 -539 1 Fl12 EaBI_ r it 1 -112 4183--� Ia8}-- '��J bt r 4023 CO F1 [ae3F--� fll [41Bj-� fl12 04163-� Fl 1163—® F11S ab_ �_� I IM 404 403 ] 401 / Fl C416 }--® fl1 04163'—® I fl1T [4163-�® 1 -112 4163 -® I Fl1S 418}---® I 02 404 4031 401 1 [4163 ® r flt C415]�� fl1T 04163--ZJ i112 41 F115 F115 416}---�--a F258 402 4M 403 401 F CI1S}--® Fl 04133----�F•J fl24 0415 }�--•® F12 Ils3-�'Ll fl24 1153-�® Fl7S / C416 ]-r-® fl1 [418}--� fl1T Ca63�� -112 fl1S 416]x® -736 I _ Fl_J C11S3-�® fl1 C 41 3 ® Fl 12 [4153-� Fl 12 4153 ® fl1S 415pC-13 --�� 401 Fl 24 a 1 -141♦ F124114 F124110{14 Fl 24 F 1.-r 414 f124 +flTS Purtin Brace LOeaUone ] ] ] _ ] 0 1 0 ] 0 ] See Note 850031 ROOF SECONDARY STRUCTURAL FRAMING PLAN REVISION NO. 1 REVISION 140. 2 :T B� Bu* IIII�IUfBfN� D PRODUCT OF THE �Ngn�)® ORDER ENGINEERING BUILDER: NORTH VALLEY BUILDING S CHICO. CA PROJECT: GABLE ANGLE (520022 PROVIDED. TO BE WORK, SIMILAR TO DET] F171 -TO THE UNDERSIDE OF PURUNS. LOCATE GABLE ANGLE 5'-0' FROM STRUCTURAL UNE GABLE ANGLE ARE ADDITIONAL SOFFIT PANELS ATTACHMENT AT OVERHANG STANDARD NOTES, RS0004 FOR RAKE CHANNEL INSTALLATION SEE DRAWING D-105859. RS0009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENDWALL STRUCTURAL UNE RS0029 INSTALL PURUN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RSOD31 PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURUN ALIGNMENT DURING INSTALLATION. NOTE 10'-0' OVERHANG 1. STANDARD EAVE STRUT PROVIDED. FIELD DRILL 11/16' HOLES FOR EAVE STRUT TO ROOF BEAM ATTACHMENT 2. FIELD WORK ALL HOLES FOR PURLINS BRACE CONNECTION 3. FIELD WORK GABLE ANGLE AROUND PURUNS AT OVERHANG AREA 4. FIELD WORK GABLE ANGLE AT INTERIOR WALL LOCATION GRID 16.9 5. THIN HEAD BOLTS PROVIDED FOR GABLE TO PURUNS ATTACHMENT 10'-0' OVHERANG AND INTERIOR WALL LOCATION AT GRID 16.9 RAKE CHANNEL ATTACHMENT AT 10'-0' OVERHANG '-TOP AND BOTTOM MUST BE BOLTS TO PURUNS R EAVE STRUT 2. FIELD DRILL HOLES FOR ATTACHMENT AT OVERHANG AS REQ'D 3. THIN HEAD BOLTS PROVIDED AT TOP AND BOTTOM (096636 BOLTS AND 095032 NUTS. BUILDRITE - UNIT 2 CHICO, CA BUILDING ORDER DESCRIPTON: 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 DRAWING TITLE ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: SAY S ENG: CMSORIANO CNK: ABI DATE. 2-5-10 DRAWING NUMBER: REV. nnn_17zC3')•I_nn nn PART SCHEDULE QTY PART NAME PART NUMBER PART LENGTH WOR.KK FIE[41 30 PUR U 9.5X.098 2CP OHR3751 467-4 38 -11 1 2 30 PUR U 9.5X.067 2CP 0530934 275-4 22'-11 1 2' 30 PUR U 9.5X.077 2CP 0530935 347-4 28'-111 2' 26 PUR U 9.5X077 2CP 0530935 371-4 30 -111 2 4 PUR U 9.5X.082 2CP 0530936 371-4 30-11 1 2 406 16 PUR U 9.5X.096 4CP 0530943 371-4 30'-11 1/2 6 12 PUR U 9.5X.096 4CP 0530943 365-4 30'-5 1/2" 406 4 LS ES P 9.5X.096 0540515 239-4 19' -Il 1/2- 409 1 4 LS ES P 9.5X.096 0540515 311-4 25-11 1/2" 4 LS ES P 9.5X.096 0540515 431-4 35'-11 1 2 410 6 LS ES P 9.5X.096 0540515 335-4 27-11 1 2' 10 2 IS ES P 9.5X.096 0540515 329-4 27 -5 1 2' 411 26 CHANNEL PUR BRACE 0544013 043-5 3'32' 412 14 CHANNEL RIDGE SR 1:12 0544021 1'-5 11416- 1 16'413 41342 1/2 RH-RH 0544047 016-0 1 -4 414 8 E PRLN BRC ASY 0544260 049-0 4'-1' 415 70 E PRLN BRC ASY 0544260 049-0 4--l' 41611471 CHNL BRC - 61-11/16 0544285 1 5'-1 3 4 417 1HS ES P 9.5X.098 0540523 329-4 27-5 1 2 418 1 HS ES P 9.5X.096 0540523 239-4 19'-1 1 1 2 419 1 HS ES P 9.5X.098 0540523 335-4 27'-11 1 2' 420 1 HS ES P 9.5X.096 0540523 311-4 25 -11 1 2 421 1 HS ES P 9.5X.096 0540523 431-4 35-11 1 2 STANDARD NOTES, RS0004 FOR RAKE CHANNEL INSTALLATION SEE DRAWING D-105859. RS0009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENDWALL STRUCTURAL UNE RS0029 INSTALL PURUN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RSOD31 PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURUN ALIGNMENT DURING INSTALLATION. NOTE 10'-0' OVERHANG 1. STANDARD EAVE STRUT PROVIDED. FIELD DRILL 11/16' HOLES FOR EAVE STRUT TO ROOF BEAM ATTACHMENT 2. FIELD WORK ALL HOLES FOR PURLINS BRACE CONNECTION 3. FIELD WORK GABLE ANGLE AROUND PURUNS AT OVERHANG AREA 4. FIELD WORK GABLE ANGLE AT INTERIOR WALL LOCATION GRID 16.9 5. THIN HEAD BOLTS PROVIDED FOR GABLE TO PURUNS ATTACHMENT 10'-0' OVHERANG AND INTERIOR WALL LOCATION AT GRID 16.9 RAKE CHANNEL ATTACHMENT AT 10'-0' OVERHANG '-TOP AND BOTTOM MUST BE BOLTS TO PURUNS R EAVE STRUT 2. FIELD DRILL HOLES FOR ATTACHMENT AT OVERHANG AS REQ'D 3. THIN HEAD BOLTS PROVIDED AT TOP AND BOTTOM (096636 BOLTS AND 095032 NUTS. BUILDRITE - UNIT 2 CHICO, CA BUILDING ORDER DESCRIPTON: 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 DRAWING TITLE ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: SAY S ENG: CMSORIANO CNK: ABI DATE. 2-5-10 DRAWING NUMBER: REV. nnn_17zC3')•I_nn nn U FLANGE� UP RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FIANCE UP THICKNESS RADIUS LS ES P 9.5X.096 540515 9 1/2-'-TI/2- 1 1/8' .096' 5/16' 9.5'ES EXT 1:12LOW X95.5 540399 13/18 2 7/8' 110' 1/4' FLANGO RAI)IUS c THICKNESS Z — SECTION DESIGN INFORMATION EAVE STRUT -SAYE P�RUH BRACE ASSY. PART DEPTH FLANGE I UP THICKNESS RADIUS PUR U 9.5X.060 2CP 530933 9 1/2' 2 3/4' 1 1/16' .060' 1/4' PUR U 9.5X.067 2CP 530934 9 1/2' 2 3/4' 1 1/16' .067' 1/4' PUR U 9.5X.077 4CP 530941 9 1/2' 2 3/4' 1 1/16' .077' 1/4' PUR U 9.5X.082 2CP 530936 9 1/2' 2 3/4' 1 1/8' .082' 1/4' PUR EXT .110X9 -1/2X86-3/4 530190 9 1/2' 2 3/16 .110' 1 1/4' 1 4i n o o" o; N� 1 O_ IN m0 On a 3 °c ••°c am ON g h Un !J 1 30 REVISION NO. 1 'w i PURU i ROOF 8 1/2' HW HEX. NUT9(0952301D xo> l PURUN CONNECTION TO ENDWAIROOF BEAM DETAIL F258 REVISION NO. 2 4r� , PURUN (SIMPLE AN)" II /� �� (543029) ROOF BEAM, HI- BOLT (9972801 AND 1/2 HEAVY HEX. NUT (095 30 E SIMPLE SPAN PURUN CONNECTION 0/2\�\\ STRUT CONNECTION PLATE 11/2* -� J IreSAVE STRUT e=s) s/e• xHFSTRENHEAVY HEX NUT AND (095233) SAVE STRUT ROOF BEAU OR VEHDCAL SPLICE COW MN SAVE STRUT CONNECTION TO INTERM. PKAP IL F125 STRUT CONNECTION i X� PURUN 0 S SIMPLE I / (sLI4P3o2s) ROOF BEAM -% / CONTINUOUS JCONTINUOUS PURUN PURUN c ROOF BETg=. ROOF BEAM T (s) 1/2• x 2' UV6 T/2' x 2'Al2sY w -STRENGTH BOLT3 w-srm+aTN(097280) AND1/2• (097280) AND 1/2'093VY23� NUf ( HF)]f.NUf RUTINUOUS CONTINUOUS SPAN 9 1/2' PURUN LAP ' `-` CONTINUOUS SPAN PURUN CONNEI DETAIL F112 IN1E11MEOIATE DAY STRUCTURAL CONNECTION `DETAIL F115 EN BAY 9 1/2 ' PURLIN IAP - STRUT COW o'pr USE X w-Sltibi4�N•BOLT ((097281D ,( \ 5/8' HEAVY HDL NUT (095233) EAM w0 -ST v./8'BOLT BOLT r72- ) o 5/8• HEAVY HDL NUT (095933) %_ l- EAVE STRUT SAVE SITM 11, PURUN \ Q: GABLE DETAIL F253 ROOF BEAM OR EAVE STRUT -SAYE P�RUH BRACE ASSY. VERTICAL SPLICE STRU��Tpp W((4 COLUMN ^ DETAIL F124 EAVE STRUT CONNECTION TO INTERM. FRAME 8 HEAVY `N REINFORCING HbLNNUY (095233) tPL 11 I \ /(4 375) PURUN \ Q: GABLE DETAIL F253 1% ANGLE EAVE STRUT -SAYE P�RUH BRACE ASSY. FIELD DRILL 11/16' STRU��Tpp W((4 ><� //EAVE A325T 55TREN('I IBOUT BRACE PURUN ASSY. 8 HEAVY I PAVE STRUT _ 4 9/4 HbLNNUY (095233) BRACE ASSEMBLY TO EAVE STRUT CONN. TO INT. FRAME ENDWALL GABLE ANGLE JL F128 DETAIL F171 ENDWML OVDauNG-ftE>_D 4' PURUN BR b f" 1 �mP RAGECTYIP-1&_ A PURI.UN DETAILF551 J (y) ��y LOSE (1) 1/4' X 6-1/4' HSE (3) 1/2'EXX 2 A325T )AND DROP f4N (067556) 1%Y HEACVYMHEX. Nl)T (095230) (TVP. PER EACH END) �xom SINGLE SIMPLE SPAN PURUN CONNECTION x. a� SINGLE CHANNEL PURUN BRACE TAIL F391 `DETAIL F538 w ENDING AT PURUN WE8 LOGTION BEND TABS TOWARD FAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE (2) WEB AND USE (2) 11/32' x 7 -45 GRAY 11/32' x 7 8 -0 GRAY OETAE F551 SCRUBOLT (087351)) NNO SCRUTIOLT (997351) AND FOR PURUN BRACE SCRUBOLT NUT (09'M61) SCRUBOLT NUT (087287) CONNECTION (HEAD OF SCRUBDLT TO BE ON (HEAD OF SCRUBOLT TO BE ON OUT9DE OF SAVE STRUT) OUTSIDE OF EAVE STRUT) SEE CHANNEL K46NNEL DETAJL EF PURUN BRACE `PURU BRACE �FFOORN PUURLINNIBRACE F539 watx ov GUSLP ANGLE DETAIL F253 Y EAVE N y NOTE: 1. SEE CHART FOR RIDGE BRACE -SAYE P�RUH BRACE ASSY. ASSEMBLY SELECTION. 2 NEST CHANNELS TO AM 5' SPACING BETWEEN HOLES -AND BRACE PURUN ASSY. USE DROP PINS TO SECUREFIELD BEND TABS ON CHANNELRIDGE BRACE ASSEMBLY TO ALIGN WITH HOLES IN CHANNELRAPURUN qpu. BCE PURUN BRACE AT SAVE -TOP PURUN FLANGE AT INIE60R LOCATNIN N LUSE (1 1/4• X 8-1/4' �N(097558) DROP USE (2 1/4' X 6-1/4*(TYP. d9IS PER EACH END) DROP (01117ss6) (TYP.) RACE m CK EPS DETAIL F544 I \ `EAVE STRUT `ROOF BEAM OR VERTICAL SPLICE COLUMN I TO ENDWALL FRAME NECTION CFWONFL II PUF81N t ;;a NFST II AND SECTION 1 ROTATEBRAGS Cj ASSEMBLY - SE1:4) M Y EAVE N y USE (4)1/2• HEXNUTS NUTS (095032) -SAYE P�RUH BRACE ASSY. 5/D3Y2) BRACE PURUN ASSY. PURUN d m .�e a DETAIL F549 PURUN BRACE AT EAVE-TOP PURUN FLANGE AWAY FROM SITiUCf. UNE O m 1w I" ' DETAIL F549X PURUN BRACE AT SAVE -TOP PURUN FLANGE AT INIE60R LOCATNIN BUILDER PROJECT; BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: BAYS ENC: CMSORUWO BiM+rLeR PRODUCT OF THE 124X128X24 LRF 1:12 ROOF CHK: ABI DATE 2-s-10 ® �® S BUILDRITE — UNIT 2 20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: Innq-1TiP9 REV. BUtWMenut Wft ORDER ENGINEERING NORTH VALLEY BUILDING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 . - — n, , DETAIL SHEET -n4A �n 0 0 N O_ 1 o 0 FIELD DRILL 9/16 — HOLES FOR CNN. TYP. 0 m m I FIELD DRILL 9/16' HOLES FOR CONN. • FOR GABLE ANGLE 0 I INSTALLATION SEE DRAWING TITLE: DRAWING 1080944 00 PART NUMBER ELD FIQ PART LENGTH WORK 508 m I GIRT UP 9.5X.060 0 V-2 1 4 sxe r - 1 I 0 0550303 102-2 8'-6 1 4' } 9 1 GIRT UP 9.5X.077 0550324 205-2 17'-1 1/4" 510 03 a? GIRT UP 9.5X.082 0550325 217-2 e� I 515 1 1 m N 0550326 194-2 _1/4' 16'-2 1 4' O � 1 GIRT UP 9.5X.096 ^ 15'-6 1/4' 516 3 GIRT UP 9.5X.096 0550326 229-2 19'-1 1/4" 526 8 0 0550326 279-2 23-3 1 4 �o 6 GIRT UP 9.5X.096 N % 0 C4 24'-1 1/2" REVISION NO. A 2 u�7 - 1. REVISED AB LAYOUT 22-3 1 4- 5/14109 GRID 16.9 GIRT UP 9.5X.096 0550326 274-5 2.2-10 5 8- I EDEMI or. GIRT UP 9.5X.060 0550303 111-2 CNS 529 • FOR GABLE ANGLE BUILDER: PROD; INSTALLATION SEE DRAWING TITLE: DRAWING 1080944 12 PART NUMBER ELD FIQ PART LENGTH WORK 508 1 1 GIRT UP 9.5X.060 527 V-2 1 4 sxe r - 52e FOR BASE ANGLE ` INSTALLATION SEE DRAWINGS 1081505 AND 1081506 O4♦e 12 I /THIS WALL IS /OPEN TO BMC #173920 (COPY) A bC ab FRONT EW STRUCTURAL ELEVATION AT GRID 15.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 FRONT EW STRUCTURAL ELEVATION AT GRID 16.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 REVISION NO. 2 REAR EW STRUCTURAL ELEVATION AT GRID 21.1 STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN PLUGS (097229). W50010 (B(01S UNIT HAS T TH)E TWO �' H�AND NUTS(FARD� TO MIEREQUIRING QUWITH G2 I/?BX 1LE C1 HEADER. IF�FAgTQRY HOLES ARE NOT 2PROVIDED P IN HEADERS, FIELD C�LOCATE . 9/16 DIA HOLES AS REQUIRED. WSO011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE WS0023 I M P 0 R T A N T •••pp••••aaa REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 IMPORTANT •••ua••wa•m WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE. THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. BUILDER: PROD; PART SCHEDULE DRAWING TITLE: I ] QTY PART NAME PART NUMBER ELD FIQ PART LENGTH WORK 508 1 1 GIRT UP 9.5X.060 0550303 110-2 V-2 1 4 NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 1 I GIRT UP 9.5X.060 0550303 102-2 8'-6 1 4' 509 9 1 GIRT UP 9.5X.077 0550324 205-2 17'-1 1/4" 510 3 1 GIRT UP 9.5X.082 0550325 217-2 IW -1 515 1 1 GIRT UP 9.5X.098 0550326 194-2 _1/4' 16'-2 1 4' 15 1 GIRT UP 9.5X.096 0550326 186-2 15'-6 1/4' 516 3 GIRT UP 9.5X.096 0550326 229-2 19'-1 1/4" 526 8 GIRT UP 9.5X.096 0550326 279-2 23-3 1 4 527 6 GIRT UP 9.5X.096 0550326 289-4 24'-1 1/2" 2 2 GIRT UP 9.5X.098 0550326 267-2 22-3 1 4- 2 2 GIRT UP 9.5X.096 0550326 274-5 2.2-10 5 8- 528 2 GIRT UP 9.5X.060 0550303 111-2 9'-3 1/4w 529 1 CEE GT UP 9.5X.096 0702273 257-3 STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN PLUGS (097229). W50010 (B(01S UNIT HAS T TH)E TWO �' H�AND NUTS(FARD� TO MIEREQUIRING QUWITH G2 I/?BX 1LE C1 HEADER. IF�FAgTQRY HOLES ARE NOT 2PROVIDED P IN HEADERS, FIELD C�LOCATE . 9/16 DIA HOLES AS REQUIRED. WSO011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE WS0023 I M P 0 R T A N T •••pp••••aaa REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 IMPORTANT •••ua••wa•m WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE. THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. BUILDER: PROD; BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAYS I ENG: CMSORIANO BI,/TLLR PRODUCT OF THE --. 124X128X24 LRF 1:12 WALL SECONDARY CHK: ABI DATE z -s -to ® 5�® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL STRUCTURAL DRAWING NUMBER: REV. BudwMwwiscw" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION D09-173921-05 A .. ... . . .. rte,. c__9A C11 -1r. cIT17 n 511 5113 ( O 510 \ S/e /� Gone toes \X/ mos I j g10 Gme / 518 511 G006 �� 5113 C m08 / \ CLOSE-UP N0. 1 FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 csa F-5-71 Gla -47 17 ct 19 20 RIGHT SW STRUCTURAL ELEVATION AT .GRID L 5„ \/ mGe \ . o I X\ I THIS WALL TO , / \ REMAIN OPEN I 511 513 \ I I I moe \ \ I I / \ � CLOSE—UP CLOSE—UP NO. 3 NO. 2 IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND PARTITION WALL 1081508 Cta as Gla 6. FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27'-6 6' 128'-0' 21.120 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID A o I I m I I 5143 N n / r / - � m/ 514 V m I I f m I 1� FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 c1a ;0 6' FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27' -B' 6 o ; 128'-0' C4 mN21.1 20 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 09 o€ TO �% BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO REVISION NO. 1 REVISION N0. 2 PRODUCT OF THE m CHK: ABI DATE 2-5-10 �n w>� Ohm Bu%R 124X128X24 LRF 1:12 WALL SECONDARY Q DRAWING NUMBER REV. ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL o eR"'" °" "" �"' BUd9tMa�flUf8C4lf1M1A ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION __-. nnn_177()7A_nr,A nn FIELD WORK PART SCHEDULE . [ ] QTY PART NAME PART NUMBER PARE LENGTH FIELD R Q 5111 4 1 GIRT UP 9.5X.082 0550325 295-2 24'-7 1/4- 4'512 Al2 2 GIRT UP 9.5X.082 0550325 301-2 25'-1 1/4' 513 1 GIRT UP 9.5X.082 0550325 301-2 25'-1 1 4 5 13 1 GIRT UP 9.5X.082 0550325 301-2 25-1 1 4' 4 514 3 GIRT UP 9.5X.082 0550325 319-2 26'-7 1/4 - 4'518 SIB 1 GIRT UP 9.5X.096 0550326 229-2 19-1 1/4 1 519 1 GIRT UP 9.5X.096 0550326 229-2 19'-1 1 4' 2 520 2 GIRT UP 9.5X.096 0550326 319-2 28 -7 1 4 IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND PARTITION WALL 1081508 Cta as Gla 6. FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27'-6 6' 128'-0' 21.120 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID A o I I m I I 5143 N n / r / - � m/ 514 V m I I f m I 1� FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 c1a ;0 6' FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27' -B' 6 o ; 128'-0' C4 mN21.1 20 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 09 o€ TO �% BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO REVISION NO. 1 REVISION N0. 2 PRODUCT OF THE m CHK: ABI DATE 2-5-10 �n w>� Ohm Bu%R 124X128X24 LRF 1:12 WALL SECONDARY Q DRAWING NUMBER REV. ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL o eR"'" °" "" �"' BUd9tMa�flUf8C4lf1M1A ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION __-. nnn_177()7A_nr,A nn FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 5'-9 9/32' 8 - 13'-5 1/16- 2- X001 A = 5'-2 3/8' B - 12'-10 7/8' 4 X001 A 8'-0 21/32' B = 17'-0 19/32' 5 X001 A = 7'-8 7/16' B - 17'-4 13/16' IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND PARTITION WALL 1081508 Cta as Gla 6. FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27'-6 6' 128'-0' 21.120 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID A o I I m I I 5143 N n / r / - � m/ 514 V m I I f m I 1� FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 c1a ;0 6' FRAME 26'-0' 26'-0' 28'-0' 20'-0' 27' -B' 6 o ; 128'-0' C4 mN21.1 20 19 18 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 09 o€ TO �% BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO REVISION NO. 1 REVISION N0. 2 PRODUCT OF THE m CHK: ABI DATE 2-5-10 �n w>� Ohm Bu%R 124X128X24 LRF 1:12 WALL SECONDARY Q DRAWING NUMBER REV. ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL o eR"'" °" "" �"' BUd9tMa�flUf8C4lf1M1A ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION __-. nnn_177()7A_nr,A nn BT 1 FLANGE� UP RADIUS o THICKNESS L l� C — SECTION DESIGN INFORMATION BOTH INSIDE AND OUTSIDE F PARE DEPTH FLANGE UP THICKNESS RADIUS 9- DOOR HEADER V/ 580284 9' 3 1/2' 3/4' .081• 5/16- 9* DOOR POST V/L 580282 9' 3 1/2' 3/4' .081' 5/16' SLIDE DOOR HEADER 239-1/2 580628 8' 3 1/2' 1 3/8' .096' 5/18' SLIDE DOOR HEADER 359-1/2 580630 8' 3 1/2' 1 3/8' .113' 5/18' FLAN RADIUS THICKNESS Z — SECTION DESIGN INFORMATION BOTH INSIDE AND OUTSIDE F PART DEPTH FLANGE UP I THICKNESS RADIUS GIRT UP 9.5X.060 550303 9 1/2' 2 3/4' 1 1/16' .060' 1/4' GIRT UP 9.5X.077 550324 9 1/2' 2 3/4' 1 1/16' .077' 1/4' GIRT UP 9.5X.082 550325 9 1/2' 2 3/4' 1 1/8' .082'1/4' ®r. Z ,5 SECONDARY STRUCTURAL ALIGNMENT GIRT UP 9.5X.096 550326 9 1/2' 2 3/4' 1 3/16' .096' 1/4' CANOPY BEAM FIELD DRILL 11/16• HOLES IN GIRT USE CUP AS j TEMPLATE CU CUP (HRRi752) CU (HR3752) PARTITION WALL POST PARTITION WALL POST (( )) HI uSTRENGRH/BOLT 09281)�yAN 5/8' HEAVY HEX (095233 DETAIL EA16X 1PARTITION WALL POST TO CANOPY CONNECT E rP DOUBLE 'C' l PANEL HOLES HEADER THESE FLANGES NOTES' 1. FIELD CUT DOUBLE 'C- HEADER AND LOCATE 9/16• DIA HOUR AS SHOWN. 2. SEE 'FlDD WORK SCHEDULE' FOR DIMENSIONS. DETAIL X027 FIELD WORK DOUBLE 'C' HEADER REVISION NO. 1 REVISION NO. 2 (543046) COLUMNY� CAMN OR POST FIELD LOCATE 9/18• DIA HODS IN WEB USE (6) 1/2' X 2'(A325T GIPS %� N HFX.TNUT�(095230)AND ( 5) aDOUBLE 'C' D012 ^ DETAIL SIDEWALL OR FlEID CUT C`iV1A SIDEWALL GIRT COLUMN I I 1 I I - I i T`-- I I I� •r I _ I 1/2• COLUMN GIRT I FRAME HEADER TO COLUMN OR POST TND HEADER CONNECTION APPROX 1/2' FIELD LOCATE 9/19• DIA HOLES IN DOUBLE •C' HEADER 1 I� DOUBLE 'C' n m — — �543025) DOOR POST DOOR W1D1H USE HEX 13bLT/(095085))1/AND 1/2' HEX. NUf (095032) DETAIL D005 DOOR POST TO DOUBLE 'C' HEADER FIELD LOCATE 9/18' DIA HOLES IN DOOR POST 6 115E (2) 1/2' X 1 1/4' 1 1� 1H%2- HEX NU ( 509)3032) CUP (580132) / USE (2) 1/Y X 1 1/4• THIN H6 901T (098838) AND y 1/7- NEY. NUT TOno ;) 4. LIP 50025) \ DOOR HEADER 9' DOOR POST i� JeIE CUP (543316) \ DER `` \ OR GIRT 0 il FIELD CUT AROUND COLUMN FIANCE SAG STRAP I � i C1 ITT 1 a 0 i FASTENER Th —w— 1 SIDEWALL OR ENDWALL SAG STRAP 75 FURNISHED 20' LONG AND MUST BE FIELD CUT TO LENGTH REWIRED. ATTACH SAG STRAP TO THE GIRT WITH SET` DRILLING SCREW 097216. SPLICE SAG STRAPS AT GIRT LOCATIONS IF NECESSARY. Z -GW 4HOWFI. ALSO APPLICABLE TO C -GIRT. aDETAIL G248 SAG STRAP TO GIRT CONNECTION B� PRODUCT OF�THE � &Awmmubaft ORDER ENGINEERING DETAIL D032 9' DOOR POST jt=--) BOTH INSIDE AND OUTSIDE F FLANGES OF A GIRT ANY 1/2' IKTENFFRE WITH THE COLUMN RADIUS FLANGES FIELD NOTCH GIRLS GIRT CUTTING DETAIL AS REQUIRED. �` FIELD NOTCH GIRT ETAIL 0019 COLUMN FIANCES WIDER THAN 10' SAG STRAP I � i C1 ITT 1 a 0 i FASTENER Th —w— 1 SIDEWALL OR ENDWALL SAG STRAP 75 FURNISHED 20' LONG AND MUST BE FIELD CUT TO LENGTH REWIRED. ATTACH SAG STRAP TO THE GIRT WITH SET` DRILLING SCREW 097216. SPLICE SAG STRAPS AT GIRT LOCATIONS IF NECESSARY. Z -GW 4HOWFI. ALSO APPLICABLE TO C -GIRT. aDETAIL G248 SAG STRAP TO GIRT CONNECTION B� PRODUCT OF�THE � &Awmmubaft ORDER ENGINEERING DETAIL D032 9' DOOR POST POST TOP MEMBER F � GITf FLUSH TO A 11 1 II 1/4- MAX OUT 1� L I �EIASE ANGLE L LETM.iH I $1L I CORRECT AUGNMENT MIS -ALIGNMENT (AVOID THESE CONDITIONS) (Z-CtR15 SHOWN. ALSO APPLICABLE TO C-GIRTS) ®r. Z ,5 SECONDARY STRUCTURAL ALIGNMENT EAVE STRUT FASTENFA SAC STRAP ` DOOR POST L D006 DOOR HEADER TO DOOR POST SIDEWALL COLUMN OR ENDWALL POST CUP (543184) l CUP (543164) LEG DOWN \ �1E0 DOWN J GIRT- \ rGIRT 0 FRAME USE (8) 1/2• X 1 1/4• HEX -BOLT ( ) ANS 1/2- HEX llUf 08$032 G006 ^ DOUBLE GIRT TO COLUMN CONNECTION (p) ��9' DOOR��P�OSI TTHHIN }iD. 160LT (0968 8) AND1 2' HEX NUT cog z) — — — CUP LEC ( W1 115E CUP AS TEMPLATE FIELD DRILL 9/16- HORS GIRT AND POST � GIRT Cow OR P FIELD LOCATE 9/19• J CIA HOLES IN WEB USE ((4) 1/2' X 2' A325T M-STAEIIGIN BOLT (097280) AND 1/Y HEAVY HEX NUT (095430) DOUBLE -CUP (543048) C' HEADER TO COLUMN OR POST SIDEWALL rcuP (543164) COLUMN OR POST GIR LLEODOMWNENDWALL FRAME USE (4) 1/2' X 1 1/4' HEX BOLT (OSI AND 1/2- HEX NUT ( ) 6007 SINGLE GIRT TO COLUMN CONNECTION FOR STRAP CONNECTION SEE DETAIL (TYP.) _._ _._ It �1 5al FOR STRAP CONNECTION SEE DETAIL G24e USE ()/ HEX BBOLT(095085)1-1/4- A4N0 1/2' HEX. NUT (093032) (TTP ) DETAIL G223X SINGLE GIRT TO DOOR POST CONNECTION GIRT LENGTH .1- ^� 91 GIRT -/PANEL HOLES THIS FIANCE SIDEWALL INSTALL (3) ROWS OF SAG STRAPS IN EACH SIOEWALL BAY. ACRAL NUMBER OF ROWS OF GIR1S MAY VARY. DETAIL G247 I SAG STRAP PLACEMENT IN THE SIDEWALL ATTACH SAG STRAP TO THE SAVE STRUT NOTA WITH SEL` DRILLING SCREW 097218. 1. FIELD LDGTE 1- DN X 2' ARTS AS SHOWN. 2. SEE 'FIELD WORK SCKEDULE' FOR DIMENSIONS OW DETAIL G250 SAG STRAP TO �� CONNECTION DETAIL X001 FIELD SLOT SIDEWALL GIRT FOR BRACE ROD BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. 124X128X24 LRF 1:12 WALL SECONDARY NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL ELEVATION CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET ORIN: BAY S ENG: CMSORIANO CHK: ABI DATE 2-5-10 DRAWING NUMBER I REV. Mr)0-17-4071-nrrr nn 8 PANELS PROVIDED LONG TO BE FIELD WORK BY SLOR I v 1 I _ I I � I I � I I c I I o F.9 10'-0' I 25'-0• 25'-0' 24'-0' DOOR POST PANEL TO STRUgTURAL FASTENER, 2'-6 O.C. ( =A FIELD DRILL HOLES. PANEL TO PANEI, FASTENER, 2'-6 O.C. FIELD DRILL HOLES. mm = I / \-CORNER TRIM (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL , CUSTOM CONDITION BR II PANEL PANEL TO PANE, FASTENER, 2'-6 O.C. FIELD DRILL HOLES. cm -mom I T / `CORNER TRIM C A) (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL STANDARD CONDITION FIELD WORK WALL PANELS REVISION NO. 1 are OPEN TO NON -BMC WALL ob (b ob FRONT ENDWALL PANELING ELEVATION AT GRID 15.9 FIELD CUT BR II PANEL - HERE ETAIL N502X OPEN TO NON -BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 16.9 INTERIOR LINER WALL PANEL SHERD CUT BR II PANEL PANEL TO PANE FASTENER, 2'-0 O.C. RIDE CORNER 1RIM 7470) 12 -0 LONG. LD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM STANDARD CONDITION CONTINUATION OF `FIELD WORK AROI / (GIRTS OMIT FOR PANEL TO PANE, FASTENER, 2'-0 O.C. I SIDE CORNER TRIM 007470) 12 -0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM CUSTOM CONDITION REVISION NO. 2 RIGHT SIDEWALL PANELING ELEVATION AT GRID L BUILDER: BVrLER PRODUCT OF THE ® ��® NORTH VALLEY BUILDING S I3Ud9�mmu%w" ORDER ENGINEERING CHICO, CA PROJECT: BUILDRITE — UNIT 2 CHICO, CA STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BRII WALL PANEL -TO -PANED FASTENERS ARE 097364 (1/4 X 3/4 T-30 TORX SELF DRILLING SCR WPOO19 ?R'I/WALL PAN T 45 ORUCTU uR PANEL -TO -STRUCTURAL FASTENERS ARE 097361 32 XWP0028 FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DWGS ---------------------------------------------- 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB 11 WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE ITEM FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 TBRRIII WALL PANEL-TO-GIRTORX SELF D�RE HERS ARE 097365 (#12 X 1 1/4' T-30 IMPORTANT NOTE 1. BLOR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WALL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. BUILDING ORDER DESCRIPTION: 120128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 DRAWING TIRE: WALL PANEL DRAWING ORW: BAY S DLG: CMSORUW0 CHK: ABI DATE 2-5-10 DRAWING NUMBER I R. n na— 1 _7701)1 _nrl nEVn WALL PANEL SCHEDULE PART NUMBER EXT. INT. SUFF. SUFE. LENGTH DESCRIPTION 40 0027090 105 290-0 BRII MT SOLAR WH klDQTY. 3 0027093 105 121-1 BRII HDR MT SOLAR WH 6 0027463 105 287-5 BRII SO SOLAR WH 2 0027463 105 290-5 BR11 SQ SOLAR WH 2 0027483 105 293-5 BRII SQ SOLAR WH W007 2 0027463 105 296-5 BRII SQ SOLAR WH W008 2 0027463 105 299-5 BRII SQ SOLAR WH W009 2 0027463 105 302-5 BRII SQ SOLAR WH W010 2 0027463 105 305-5 BRII SQ SOLAR WH W011 2 0027467 105 308-5 BRII SQ SOLAR WH W012 2 0027463 105 311-5 BRII SQ SOLAR WH WO13 2 1 0027463 105 1 314-5 BRII SQ SOLAR WH W014 2 0027463 105 317-5 BRII SQ SOLAR WH W015 2 0027463 105 320-5 BRII SQ SOLAR WH W016 2 0027463 105 323-5 BRII SQ SOLAR WH W017 2 0027463 105 326-5 BRII SQ SOLAR WH W018 2 0027463 105 329-5 BRII SQ SOLAR WH W019 2 0027463 105 332-5 BRII SQ SOLAR WH W 220 2 0027463 105 335-5 BRII SQ SOLAR WH W021 2 0027463 105 337-5 BRII SQ SOLAR WH W022 2 0027463 105 338-5 BRII SO SOLAR WH W023 2 0027463 105 340-5 BRII SQ SOLAR WH W024 2 0027463 105 341-5 BRII SQ SOLAR WH W025 2 0027463 105 343-5 BRII SQ SOLAR WH W0261 2 0027463 105 344-5 BRII SQ SOLAR WH W0271 2 1 0027463 105 346-5 BRII SO SOLAR WH W028 2 0027463 105 347-5 BRII SQ SOLAR WH STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BRII WALL PANEL -TO -PANED FASTENERS ARE 097364 (1/4 X 3/4 T-30 TORX SELF DRILLING SCR WPOO19 ?R'I/WALL PAN T 45 ORUCTU uR PANEL -TO -STRUCTURAL FASTENERS ARE 097361 32 XWP0028 FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DWGS ---------------------------------------------- 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB 11 WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE ITEM FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 TBRRIII WALL PANEL-TO-GIRTORX SELF D�RE HERS ARE 097365 (#12 X 1 1/4' T-30 IMPORTANT NOTE 1. BLOR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WALL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. BUILDING ORDER DESCRIPTION: 120128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 DRAWING TIRE: WALL PANEL DRAWING ORW: BAY S DLG: CMSORUW0 CHK: ABI DATE 2-5-10 DRAWING NUMBER I R. n na— 1 _7701)1 _nrl nEVn WALL CLOSURE 630140 PROVIDED FIELD WORK WALL PANEL FIELD WORK AS REQUIRED DET. M059X AS REQUIRED BY BLDR v/z . I I I LINSIDE CORNER TRIM FOR FEW PANEL 28'-0' 16.9 15.9 WALL PANELS ELEVATION AT GRIDLINE F.9 WALL PANEL SCHEDULE ID QTY. PART EXT. NUMBER ZW INT. LENGTH SUFE. DESCRIPTION W003 1 10 1 0027162 1 105 1 338-2 BRII SQ SW PNL 15.917 18 19 20 2I o- o- . ITIT11111111 390'-0' MATCH UNE AA ROOF PANEL SCHEDULE 126'-0' 10'-0' 28'-0' 20'-0' 28'-0' 26'-0' 26'-0' 1 120-0 1 BRII UNPN ROOF WS E TYP. %rrr/7777777 g¢¢ Q g PP g g gg QQ QQ gg III Rn A R99 Rn A SOFFIT TRIM BY BLDR BOX OUT OVERHANG BEAMS Ree SOFFIT TRIM BY BLOR (TYPICAL) Reg Res J Rog Res a RN FOPEN NO SOFFIT J A R� Roo A NOTE: R99 1. BLDR TO BOX OUT ALL THE OVERHANG BEAMS It" 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS A99 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS Jaoe RB9 . ITIT11111111 390'-0' MATCH UNE AA ROOF PANEL SCHEDULE IDQTY. PART SUFE. NUMBER LENGTH DESCRIPTION R99 1 128 1 0027938 1 339 1 120-0 1 BRII UNPN ROOF WS DIRECTION BLDR — '- SOFFIT PANEL AT RIDGE R99 SOFFIT TRIM BY BLDR R99 RBB Reg we SOFFIT PANELS LAYOUT (BRII PANEL SOLAR WHITE) 09 RBB Res RN WRegR99 . ase R99 RBD ISI&Ia�l�ls�l;�l�l€Its�l�l�l>�I>al&I�I�Isal�l�l�l�l�l>�I>FI�Is�l�l�l>�I� REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: - BUILDING ORDER OESCRIPTION: DRAWING TITLE DRW: BAY S ENG: CMSORIANO PRODUCT OF THE oRe 29�ma�ftuf�actuft? 124X128X24 LRF 1:12 CHK: ABI DATE 2-5-10 ® NOR7H VALLEY BUILDINGS BUILDRITE - UNIT 2 20# LL + 5#CLLWALL PANEL DRAWING NUMBER:o�9w ORDER ENGINEERING CHICO. CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 91 !1 /� .1 PANEL TO PANEL BUTLERIB II FASTENER. 2'-8' O.C. ROOF PANEL "BAY BLUE*- — — — ENDWALL TRIM ( 03 WG �E DWG. 1081168 WALL ADAPTER (630312) SEE DWG. 1081166 *-BAY BLUE" TORX T-30 SELF-DRIWNG SCREW (097364) (2'-0' O.C.) PURUN OR • EAVE STRUT WALL CLOSURE S640431 EE DWG. 105098 *-SOLAR WHITE*- BUTLERIB II PANEL ENDWALL gNOTESS, p GABLE TERIMOCUPSRAARE 1081635 081635 IF HIGH WIND 6O® �"�^ GABLE TRIM LEFT WITH BUTLERIB II RC DETAIL K357 BUTLERIB II WALL PANEL W/CLOSURE (<-1:13 1/4'-14 x 1-1/4' SDS 097230-193 GABLE ANGLE E.W. 3 J N LL? A RUCTURAL FIELD NOTCH GABLE ANGLE 3 PANEL AT PURUN LOCATION RUCTURAL LE ANGLE ,. — LINER PANEL SECTION -A �. L!t IC Ot DETAIL N50; LINER PANEL TO TOP OF PURLINS TORX T-30 BRIT ROOF SELF-DRIWNG SCREW (097365) (1 FT. O.C.) (S(TANDAR)CL D WALL OSURE FFIELDt WORK AS REQUIRED REVISION NO. 1 �TORX T-30 SELF-DRIWNG SCREW (097364) (2 FT. O.C.) EAVE STRUT WAL CLOSURE (64043W 1 EE D . 105098 WALL ON BUTLERIB II PANEL SO/ CUT DETAIL 3 I EA \-RDOF PANEL UTTER �I �O� �I BUND RIVET (TYP.) (096884) -ALUMINUM OR (097124) -BLACK I CONDUCTOR FlD(U814) PIPEGY0008614) 90' ELBOW (009294) 90, II (009294)W CONDUCTOR PIPE (008614) BUNDRNEf I ; SIDEWAL (098884) -ALUMINUM (�pjZ7) (TyP•) OR 7124)-BULCK - 45 ELBOW / WALL (008737) / PANEL cl ((00087S�OP/-1 I I_ 90' ELBOW (009294) OTY-2 i FLOOR L4 iEE DRAWING 105224. 105225. AND 105228 FOR DOWNSPOUT INSTALLATION SLOPE RANGE 1144:112 THRU 1:12 600D L6 bd DETAIL K849 4 INCH DOWNSPOUT AT 10' CANOPY SOFFIT SUPPORT INSTALLATION I MgM L "DOlLLL SMMU I OW AK» SOFFIT INSIDE CORNER TRIM PANEL TO PANEL NLTh� NOTES: PANE_ TO PANEL BUILERIS II PANEL TO PANEL SEE ERECTION ORAWING 1081035 FAM003L 2'-6' O.C. ROOF PANEL FASTENER. 2'-6' O.C. IF ND GABLE TRIM CUPS BUTLFRIB 0 WITH ROOF PANEL ROOF PANE_ WASHER (08830{) *-BAY BLUE" -BAY BWEa _-_--_-- - TRIM FNOWALL TRIM SCRUBOLT (097198) {EN��DWALL) 3'-0' O.C. SEE DWG. 1081166 SCRUBOLT LT s SEE DWG. 1081188 SEE DWG.) 1081166 (09771996) DA. FOR $CRUBOLT RAID: CHANNEL (83031WALL CURER (087198) 3'-0' O.C. 3'-0' O.C. SEE DWO. 1081166 HANGER WALL ADAPTER WALL ADAPTER (&30077) PURLIN. FAVE STRUT TORR TATO (630312 (530313) OR EXTENSION RAKE CHANNEL *-BAY BLUE - SEE 1081166 ESEEYD>��1166 BAY BLUE"' PURUN, EAVE STRUT 0334) TORX T-30 SELF -DRILLING SCREW TORK T-30 SE F-ORIUlNG SCREW 10'-4' LONG OR EXTENSION TRIM *-BAY BWE*- (097364) (2'-0' O.C.) (097384) (2'-0' O.C.) "BABEFORE �ALL BRO 120' (SOLAR WHRQ PURUN OR I BRO 120' (SOLAR WHRE) (097385) 1'-W D.C. 1 BLIND RIVET 1'-0' O.C. EAVE STRUT (097365) 1'-0' 097124 ((BLACK) OR SOFFIT TROT (840334) SW. OVERHANLL ENOwAL1 O.H EN 0911884 VLUMOWM) WALL CLOSURE 10'-4' LONG - INSTALL SIDPE RANGE 1/4.12 THRU 4:12 GABLE TRIM RIGHT WITH BUTERIB II ROOF SEE OW� 103098 BUCK Eamu. TRIM DETAIL M137 AT S.W. OVERHANG W/9-1/2 PURLINS SOLAR WHITE- *-BAY S 1/4-14 X 1' SDS ENDWAL BURERIB II PANEL BLOT 120' (SOLAR WHITE) I I (097383) 1'-O' O.C. NOTES. BUND RIVET 1'-0' O.C. 1�008�I� IF HIGH WIND 097 (MACK) OR j CSA�BLE TRIIAGCLIPS AREG ALL ON "`° GABLE TRIM RIGHT WITH BUTLERIB II ROOF `�' GABLE TRIM LEFT WITH BUTLERIB 11 ROOF aDETAIL nFTeI, KS.SR RLR II WALL PANEL W/CLOSURE (<-1:12) K481 WALL ADAPTER RETURN AT EW ON W/9-1/2' RBBIN 3 I EA \-RDOF PANEL UTTER �I �O� �I BUND RIVET (TYP.) (096884) -ALUMINUM OR (097124) -BLACK I CONDUCTOR FlD(U814) PIPEGY0008614) 90' ELBOW (009294) 90, II (009294)W CONDUCTOR PIPE (008614) BUNDRNEf I ; SIDEWAL (098884) -ALUMINUM (�pjZ7) (TyP•) OR 7124)-BULCK - 45 ELBOW / WALL (008737) / PANEL cl ((00087S�OP/-1 I I_ 90' ELBOW (009294) OTY-2 i FLOOR L4 iEE DRAWING 105224. 105225. AND 105228 FOR DOWNSPOUT INSTALLATION SLOPE RANGE 1144:112 THRU 1:12 600D L6 bd DETAIL K849 4 INCH DOWNSPOUT AT 10' CANOPY SOFFIT SUPPORT INSTALLATION I MgM L "DOlLLL SMMU I OW AK» SOFFIT INSIDE CORNER TRIM PANEL TO PANEL NLTh� SEE DRAWINGS 10399 R 104350 BRIT ROOF FASTENER. 2'-6' O.C. FOR CURER INSTALLATION SEE ERECTION DRAWING 1081835 IF HIGH WIND CABLE TRIM CLIPS LOCK -RIVET (098308) BUTLE6B II ARE REWIRED WITH ROOF PANEL WASHER (08830{) *-BAY BWE- _ _ _ _ _ ENOWALL TRIM SCRUBOLT (097198) 3'-0' O.C. SEE DWG. 1081166 LOCK-RNET s (096306) FOLD DRILL 5/18' 3 DA. FOR $CRUBOLT RAID: CHANNEL (83031WALL CURER (087198) 3'-0' O.C. SEE DWO. 1081166 HANGER "MY OLUE- (&30077) PURLIN. FAVE STRUT TORR TATO CUTTER FAVE STRUT OR EXTENSION SEF-OPoLUNG SCREW *-BAY BLUE - (097384) (2'-0' O.C.) SOFFIT TRIM SOFFIT TRIM (640334) 0334) 10'-4' LONG - INSTALL 10'-4' LONG TRIM *-BAY BWE*- � "BABEFORE �ALL BRO 120' (SOLAR WHRQ 1/4-14 X 1' SDS I I BRO 120' (SOLAR WHRE) (097385) 1'-W D.C. 1 1/4-14 X 1' SDS BLIND RIVET 1'-0' O.C. (097365) 1'-0' 097124 ((BLACK) OR BUND RIVET 1'-0' O.C. SW. OVERHANLL ENOwAL1 O.H EN 0911884 VLUMOWM) SIDPE RANGE 1/4.12 THRU 4:12 GABLE TRIM RIGHT WITH BUTERIB II ROOF m GUTTER W/O WTHR. SEAL WJBRII ROOF DETAIL K482 II WALL ADAPTER RETURN AT Ew OH w/9-1/2' R1RIIN DETAIL M137 AT S.W. OVERHANG W/9-1/2 PURLINS REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: GRIN: BAY S ENG: CMSORUWO PRODUCT OF THE Biii/.,Ei: 124X128X24 LRF 1:12 CHK- ABI DATE 2 -s -to O ® NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20# LL + 5#CLL EDGE OF ROOF DRAWING NUMBER: REV. BUOK f9 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET r'1 nQ— 1 7.�Q� 1 —(17R nn .... _. .. . ......rte.. __ _ n.. nr_. '_ n ,�R 15.9 21.1 138,-0' t 128'-0' 10-0' (OVFIWM) o Qc I II n I I I z z � Ct1 O �NI I LL o I 1 /UL J — — — — � KEY PLAN RNA9. MR CONSTRUC77ON use REVISION NO. 1 I REVISION NO. 2 darnED en SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. DRAWING TALE: AG FILE NO.: Building Code' by the State Building Code DAM 02/16/Ji3 ROOF 'on on Outside Sx (In3) 1 0M) SECONDARY STRUCTURAL ID DRAWING NUMBER REWgoN FRAMING PLAN 83-123456/-05L 02 � L TITLE THE YEAR DURING WHICH YOURS DRAWING EQ U E N C E ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. 0.00 IF THE DRAWING HAS NEVER BEEN 0.00 REVISED, 00 APPEARS HERE D09-173921-00 COVER DRAWING — SHEET 1 D09-173921—OA SHAKEOUT PLAN — SHEET 1 D09-173921-01 SPECIFIC ANCHOR BOLT DRAWING — SHEET 1 D09 -173921-01A SPECIFIC REACTION DRAWING — SHEET 2 D09-173921—OIB ANCHOR BOLT DETAIL SHEET — SHEET 3 009-173921-02 CROSS SECTION ERECTION DRAWING — SHEET 1 D09 -173921-02A CROSS SECTION ERECTION DRAWING — SHEET 2 DD9-173921-02B CROSS SECTION ERECTION DRAWING — SHEET 3 D09 -173921-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET — SHEET 4 D09-173921-03 WIND BRACING DRAWING — SHEET 1 D09 -173921-03A WIND BRACING DETAIL SHEET — SHEET 2 D09-173921-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN — SHEET 1 D09 -173921-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET — SHEET 2 D09-173921-048 ROOF SECONDARY STRUCTURAL DETAIL SHEET — SHEET 3 D09-173921-05 WALL SECONDARY STRUCTURAL ELEVATION — SHEET 1 D09 -173921-05A WALL SECONDARY STRUCTURAL ELEVATION — SHEET 2 D09 -173921-05B DOOR DETAIL DRAWING — SHEET 3 D09 -173921-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 4 D09-173921—OSD WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 5 D09-173921-06 WALL PANEL ELEVATION — SHEET 1 D09-173921—OBA WALL PANEL ELEVATION — SHEET 2 D09-173921-068 WALL PANEL ELEVATION — SHEET 3 D09-173921-07 ROOF PANEL LAYOUT PLAN — SHEET 1 D09 -173921-07A ROOF PANEL LAYOUT PLAN — SHEET 2 DD9-173921-07B ROOF PANEL DETAILS — SHEET 3 Butlerib 0 II Wall System — Panels Calculated sectional properties for Merit, II a wall panel materials using 1996 edition of AJSI design manual. 12' 4 1/2' 1 3' 36' 12' 4 1/2' 1 3' 1/2' 1 4 Section Through Panel Section Properties for One Foot of Width DESIGN CRITERIA SUMMARY The 2007 edition of the 'Califomla State Design Thick tin) Building Code' by the State Building Code E (kd) Standards Committee. 'on on Outside Sx (In3) 1 0M) Occupancy Category (Table 1604.5) Section 1606 Dead Loads GENERAL USE Weight of Roof Panel, Insul. and Secondaries (psi) 2 4 Collateral Load On Fromes(psf) 5.0 CollateralLoad on Secondaries(psf) 5.0 Section 1603.1.2 Roof Live Load Roof Live L,00d,(psf) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Snow Load Ground Snow Load PgWsf) 0.00 Roof Snow load, �f(psf) 0.00 Snow Importance Factor, Is SnowExposure Factor, Ce TOO 1.00 Snow Thermal Factor, Ct 1.00 Section 1603.1.4 Wind Design Data 85 Wind Speed (mph Wind Importance actor, Iw 1.00 Wind Exposure Categgory Enclosure CloselficaDon C Enclosed Internal Pressure Coefficient +/-0.18 Section 1603.1.5 Earthquake Design Data 1.00' Seismic Importance Factor, to Spectral Response Acc at 0.2—sec Period, Ss 64% g Spectral Response Acc at 1—sec Period, S1 Design Spectral Response Acc at Short Periods, Sds 26X g 0.550 g Design Spectral Response Acc at 1—sec Short Periods, Sd1 0.326 g Site Class D D Seismic Design Category Basic Seismic Force Resisting Systems) Bracing — Ordinary Cancanfricall1yy Braced Frames (0 BF) R 3.25 3.50 Main Frames — Ordinary Steel Moment Frame (OSM Seismic Response coefficient, Ce Bracing Main Formes 0.169 0.157 Design Base Shear (kips), V=Cs W Analysis Procedure —Equivalent Lateral Force Procedure See Reactions Not Designed for Factory Mutual FIELD WORK SUMMARY WIND BRACING FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR BRACING CUP CONNECTION. ROOF SECONDARY FW0055 FIELD NOTCH GABLE ANGLE AND LOCATE HOLE IN PURUN AND/OR EAVE STRUT FOR ENDWALL OVERHANG GABLE ANGLE ATTACHMENT. WALL SECONDARY FW0008 FIELD LOCATE HOLES IN DOUBLE 'C' HEADER FOR DOOR POST CONNECTION. FWO010 FIELD LOCATE HOLES IN COLUMN OR POST FOR DOUBLE 'C' HEADER CONNECTION IF REQUIRED. FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING CONDITION. FW0043 FIELD CUT AND LOCATE HOLES IN DOUBLE 'C' HEADER. STANDARD GIRT LENGTH PROVIDED. FIELD CUT TO LENGTH BY BLOR STANDARD BUTLER TRIMS PRODUCT PROVIDED FOR THIS PROEJCT TO BE BE FIELD WORK BY BLDR. (PER BLDR REQUESTED) SOFFIT PANELS AROUND OVERHANG BEAM—BLDR TO BOX OUT BEAMS AND FIELD FAB TRIMS FOR SOFFIT PANELS (TRIMS BY BLDR) ` COVER DRAWING NOTES STANDARD NOTES: C00002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. C00003 FIELD WORK OVERHANG SOFFIT AS REQUIRED FOR NON—STANDARD ROOF SLOPE CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPUES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 MATERIALS —ASTM DESIGNATION -- STRUCT PLATE 1' & LESS A529 AND A572 FY= 55 KSI GRADE 55 STRUCT PLATE OVER 1' A529 AND A572 FY 50 KSI GRADE 50 LIGHT GAGE/COLD FORMED EQUN TO Al 011 FY = 60 KSI GRADE 60 ROOF AND WALL PANELS ' A653 AND A792 GRADE 50, 8 ROUND TUBE A500 GRADE BFY = 42 KSI SQUARE TUBE A500 GRADE B FY = 46 KSI BRACE RODS 3/4' & LESS A510 GRADE 1018 BRACE RODS OVER 3/4' A572 GRADE 50 OR GREATER CDO028 HIGH STRENGTH BOLTING: SPECIAL NOTE: ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE A -325—T WiTH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN—OF—THE—NUT' METHOD SPECIFIED IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS% PUBLISHED BY RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WIL BE SUPPLIED WiTH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. BuUerib • II Roof System — Panels Calculated sectional properties for BuUerib Ila roof system panel materials using 1996 edition of AISI design manual. 36' 12' 12' 12' 3' 1 4 1/2• 4 1/2' 1 _3'_ 1 4 1/2' 4 1/2' 1 3;1 4 1 Panel Material Design Thick tin) Fy (k.i) E (kd) Weight (/FL) 'on on Outside Sx (In3) 1 0M) Compression on �Paid�* Ss (In3) 26 CA Stsel 0.017 50 29500 0.95 0.04981 0.0603 0.0.5528 Face Section Through Panel N Section Properties for One Foot of Width 12' 1/2' 1 3' 1 4 1/2' Panel Material Design Thk:k tin) Fy (Lori) E (Lori) WeipM Compreedon on Outside Com on on Inside (/FL) Sx 0n3) 10n4) Sx (In3) 1 I (1n4) 26 GA Steel 1 0.0170 SO 29500 OAS 0A452 0.0557 1 0.0503 0.0407 BUTLER ® PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORlAN0 124X128X24 LRF 1:12 CHK: ABI DATE 2-5-10 COVER DRAWING DRAWING NUMBER: REV. I I �® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL 19 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 D09-173921-00 00 BIueftpeBMY�NoMMoericei.h SYSTEM _ Ss=64, S1=26; SITED EW EW 550326-22972 550326-325-2 702273-257-3 550303-031-2 550303-067-2 �o ^ <D (1) 0 (1) N<Z>(2) - m <Z� (2) m Q (2) N N 550303-019-2. cn 550303-079-2 550325-301-2 N 550325-295-2 0 N 3 550303-111 N W®R V7295B - - V72958 V72900 V72900 - - - - V72900 V72900 � r1T ^N N 0 `(15) :N N� (15) (13) (15) � (15) 0 (1) Q (1) 5P0943-371-4 I I 530934-275-4 530935-371-4 530935-347-4 HR3751-347-4 550326-7(1)ED 0 550326-267-2 n _ I ES (2) oo N� ES (1) ES (2) ES (2) ES (2) 1 5500326-194-2 m N 0 (7) 540515-335-4 N N 540515-239-4 - 540515-335-4 140,115-311 -4 540515-431 -4 550326-274-5 - - (2). V72892 C 530936-371-4 N m • � 1 N I N OO N V72856 > x72656 a a a > >I 0 (3) 550325-217-2 0, I I - v m m •I o 0 (3) I I I V72890 r N550326-289-2 0 N f I <D (3) o J LJ V72858 V72858 o- v <I 550326-229-2 N N a < i N N N N N > N > > > > >I I x72888 �n I L Z 3 5500326-279-2 I n I 1Z 3 0 < � ( ) 550324-205-2 m n � (3) n m m m rn O 550325-319-2 o- T- > LJ- � / V72942 V72942 I V72886 � (3) - I 550324-205-2 � I /1 I 0 N - � � V72884 N N > 0 (3) > < (15) (13) 0 (15) 0 (15) I I z�l- 530943-371-a 530934-275-4 0 530935-371-4 - 530935-347-a HR3751-347-4 0 o� m m a c j - - ES (t) ES (1) ES (1) o ES (t) m ES (1) > 5500324-205)-2 z 540523-329-4'.540523-_239-a 540523-335-4 540523-311-a 540523-431-a z o ZO (12) (2) 1 530943-365-4 - 530936-371-4 I x72882 1 ES - (2) ES (2) ES (2) <ZD (2) <U> (2) I 540515-329-4 540515-239-4 , 540515-335-4 540515-311-4 540515-431-4 OZ (1) o 550303-102- -1 V72946 V72946 _ V72900 V72900 V72900 - - V72900 550303-110-2 N C 2 01> •> ; ( O (2) GO (2) O(2) O (1) O a3-2 550326-319-2 550326-229-2 3-O 550325-3021)-2 55032-95-2 ; v 550303-103-2 (1) ' 550326-325-2 ONLY THE FOLLOWING TYPES OF PARTS ARE CALLED OUT ON THE SHAKEOUT PLAN. OTHER PARTS .ARE SPECIFIED ON THE ERECTION DRAWINGS: COLUMNS AND ROOF BEAMS SECONDARY PARTS ARE: <ZE> EAVE STRUT, <jD TRUSS PURLIN. © C -SECTION, <Z> Z -SECTION LEn REVISION NO. I REVISION NO. 2 PRODUCT OF THE BUILDER: tAwn BY:o7�C.E. ,,NORTH VALLEY BUILDING S Butler Manufacturing ORDER ENGINEERING CHICO, CA 4ECKED IVY: C. DlueScope Buildings North America, Inc. SYSTEM -e -8 • R - BRACE BAY OR SECTION [• = W. WP, or PF (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roof ] PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: BAY S ENG: CMSORIANO 124X128X24 LRF 1:12 rD ABI DATE: 2-5-10 BUILDRITE — UNIT 2 20# LL + 5#CLL SHAKEOUT ING NUMBER: ] REV. CHICO, CA 85 MPH EXP C; CBC 07 PLAN Ss=64, S1=26; SITE o 09-173921—OOA 00 A O of inl N 0 a a EW BAYS 28--0_ LV -V o , G (OPEN SIDEWALL) J O O OUTUN 6' 8') 0 0 O o " 2._8. b, o; 6' 3'-6 0 PARTITION j 7'-6' 14'-0' 6--6- oI WALL Iµ111 s o A411 O i d -3c WALL PANEL_ A391 A391 - - - - - A792 - AJ82 / - -- -- -- /I I �� A A316 / Acte I A322 I As22 ' I I I A it AW AlAs49 I I I �I �I �I A. i 9 / A50 nl W A 4 t � 4I 3 / ,t /J1 LLL1/Jl / II At27 A227 A518 AS16 I A522 I AS22 I A322 A622 II A192 - I--- - - - - - - - _ 4•-8• 14'-0' I 128'-0' µ1I TYPICAL -I r ANCHOR BOLT PLAN REVISION NO. 2 PRODUCT OF THE BUILDER: BUTLER Ow �Nffff�% NORTH VALLEY BUILDING S Budff Mwdadwft ORDER ENGINEERING CHICO, CA Bh*Swpe BLLOdlnp North Anwkxi, kc SYSTEM r� o , ? jp a J O O I oz O V 0 0 O o " b, o; 0 IN O to n n oI s o o zm a REVISION NO. A . 0 O CAM 8 14/09 1. REVISED AB LAYOUT AT GRID 16.9 a9Ant er: N E cws o tn! O a== 9r. A518 AS16 I A522 I AS22 I A322 A622 II A192 - I--- - - - - - - - _ 4•-8• 14'-0' I 128'-0' µ1I TYPICAL -I r ANCHOR BOLT PLAN REVISION NO. 2 PRODUCT OF THE BUILDER: BUTLER Ow �Nffff�% NORTH VALLEY BUILDING S Budff Mwdadwft ORDER ENGINEERING CHICO, CA Bh*Swpe BLLOdlnp North Anwkxi, kc SYSTEM r� STANDARD NOTES: A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE. LEVEL, AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT HAND SET ANCHOR BOLTS. AB001O ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM. A80013 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0014 CAUTI ON tpttptttgt RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE ABDO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABOO16 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TRLE: ORW: CMSORIANO ENG: CMSORIANO 124X128X24 LRF 1:12 SPECIFIC CHK: DATE: 08/08/09 BUILDRITE - UNIT 2 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV. CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Ss=64, S1=26; SITED D09-173921 —01 A o , a V 0 I b, 0 oI a . 0 O � N O 0 m 0 N STANDARD NOTES: A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE. LEVEL, AND SMOOTH. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT HAND SET ANCHOR BOLTS. AB001O ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM. A80013 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0014 CAUTI ON tpttptttgt RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE ABDO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABOO16 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TRLE: ORW: CMSORIANO ENG: CMSORIANO 124X128X24 LRF 1:12 SPECIFIC CHK: DATE: 08/08/09 BUILDRITE - UNIT 2 20# LL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV. CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Ss=64, S1=26; SITED D09-173921 —01 A 777 (CNPY.) I . Al GA ( (b CEJ .� (t) (K) cb lHJ l J U ENDWALL FRAME AT SIDEWALL GRID 15.9 ENDWALL FRAME AT SIDEWALL GRID 21.1 b d) � FRAME AT SIDEWALL GRIDS 16 & 17 FRAME AT SIDEWALL GRIDS 18, 19, 20 & 21 l�J A G L A L H v H v H v H v H v ENDWALL FRAME AT SIDEWALL GRID 16.9 DL DEAD LOAD 0.89 5.17 0.00 7.03 -0.89 3.54 DL DEAD LOAD 5.40 8.78 -5.40 8.78 C E CLL COLLATERAL LOAD 1.16 6.59 0.00 8.76 -1.16 4.81 CLL COLLATERAL LOAD 7.17 9.72 -7.17 9.72 V Z V Z LL LIVE LOAD 2.78 15.81 0.00 21.03 -2.78 11.54 LL LIVE LOAD 17.21 23.33 -17.21 23.33 DL DEAD LOAD 0.48 0.00 0.52 0.00 WL1 WIND LEFT+INT PRESS -3.70 -25.14 -2.09 -23.38 0.25 -6.39 WL1 WIND LEFT+INT PRESS -17.19 -25.71 11.28 -16.31 WL1 WIND LEFT+INT PRESS0.00 -0.83 0.00 -0.90 WL2 WIND LEFT+INT SUCT -6.56 -8.36 2.09 -3.09 -2.32 -2.34 WL2 WIND LEFT+INT SUCT -11.05 -16.81 5.14 -7.42 WL2 WIND LEFT+INT SUCT 0.00 0.83 0.00 0.90 WR1 WIND RIGHT+INT PRESS 2.92 -15.11 -2.09 -24.20 5.96 -15.60 WR1 WIND RIGHT+INT PRESS -11.28 -16.31 17.19 -25.71 WR1 WIND RIGHT+INT PRESS 0.00 -0.83 0.00 -0.90 WR2 WIND RIGHT+INT SUCT 0.06 1.67 2.09 -3.90 3.39 -11.55 WR2 WIND RIGHT+INT SUCT -5.14 -7.42 11.05 -16.81 WR2 WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.90 EPI IEW PR +1 PRESS 1.08 -22.01 -2.09 -27.491 1.64 -12.12 EP1 EW PRESS+INT PRESS 1 -15.40 -24.251 15.40 -24.25 EP2 EW PRESS+INi SUCT 0.00 3.77 0.00 4.05 EOL SEISMIC LOAD LEFT -4.42 -1.32 0.00 -0.42 -3.41 1.74 EOL SEISMIC LOAD LEFT -3.83 -1.43 -3.83 ES1 EW SUCT+INT PRESS 0.00 -4.19 0.00 -4.50 EOR SEISMIC LOAD RIGHT 4.42 1.32 0.00 0.42 3.41 -1.74 EOR SEISMIC IAAD RIGHT M. 1.43 3.83 -1.43 MAX. POS. REACTION 0.48 3.77 0.52 ' 4.05 MAX. POS. REACTION 5.36 27.23 2.52 36.76 5.31 20.39 MAX. POS. REACTION 31.50 42.01 13.80 42.01 MAX. NEG. REACTION 0.00 -4.19 0.00 -4.50 MAX. NEG. REACTION -4.70 -22.13 -1.86 -23.31 -6.22 -13.27 MAX. NEG. REACTION -13.80 -20.43 -31.50 -20.43 REACTION NOTES: BRACED BAY REACTION 1. THE VERT ' AND HORIZONTAL(H AND n REACTIONS ARE STATED IN KIPS. 51 KIP - 1000 POUNDS MOMENT REACTIONS ARE STATED IN INCH -KIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN ' THE DIAGRAM BELOW. 2. VALUES GM7J ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO ` THAT SHOWN. 3. INDIVIDUAL LARD CASE REACTIONS ARE UNFACiORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES , H_.� ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE V V SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS SIDEWALL BETWEEN H V H V a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ESI GRID GRIDS (WL) (WL) (EO) (EO) REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE A 19-20 7 610 9 - COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. L 17-18 2 2 10 11 b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V + .J +H z +M IN n rn 3 °c 0 zm _ '�% BUILDER: PRQIECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: CMSORUWO ENG: c W REVISION NO. ARREVISION NO. 2 PRODUCT OF THE v� u�ie 1. REVISED REACTIONS AT � 124X128X24 LRF 1:12 CHK: BAYS DATE 08/08/09 8 14 09 GRIDS 15.9 & 16.9 DRAWING NUMBER REV. ® NORTH VALLEY BUILDINGS BUILDRITE -UNIT 2 20# LL + 5#CLL SPECIFIC m ccros� &ftmBIIUfBCtb!" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING fo cin® W. gloom"By��knwk%W, SYSTEM SS=64, S1=26; SITED D09 -173921-01A A K V Al V Z C V Z E V Z ' OL DEAD LOAD 0.32 0.00 0.48 0.00 0.52 0.00 WLt WIND LEFT+INT PRESS 0.00 -0.33 0.00 -0.83 0.00 -0.90 WL2 WIND LEFT+INT SUCT 0.00 0.33 0.00 0.B3 0.00 0.90 WRt WIND RIGHT+INT PRESS 0.00 -0.33 0.00 -0.83 .- 0.00 -0.90 0.00 WRZ WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.83 0.00 0.90 0.00 EP2 EW PRESS+INT SUCT 0.00 1.51 0.00 3.77 0.00 4.05 E51 EW SUCT+INT PRE55 0.00 -1.88 0.00 -4.19 0.00 -4.50 MAX. POS. REACTION 0.48 1.51 0.48 3.77 0.52 MAX NEG REACTION L L1 -1.68 1 0.00 -4.19 - 0.00 4.05 -4.50 b d) � FRAME AT SIDEWALL GRIDS 16 & 17 FRAME AT SIDEWALL GRIDS 18, 19, 20 & 21 l�J A G L A L H v H v H v H v H v ENDWALL FRAME AT SIDEWALL GRID 16.9 DL DEAD LOAD 0.89 5.17 0.00 7.03 -0.89 3.54 DL DEAD LOAD 5.40 8.78 -5.40 8.78 C E CLL COLLATERAL LOAD 1.16 6.59 0.00 8.76 -1.16 4.81 CLL COLLATERAL LOAD 7.17 9.72 -7.17 9.72 V Z V Z LL LIVE LOAD 2.78 15.81 0.00 21.03 -2.78 11.54 LL LIVE LOAD 17.21 23.33 -17.21 23.33 DL DEAD LOAD 0.48 0.00 0.52 0.00 WL1 WIND LEFT+INT PRESS -3.70 -25.14 -2.09 -23.38 0.25 -6.39 WL1 WIND LEFT+INT PRESS -17.19 -25.71 11.28 -16.31 WL1 WIND LEFT+INT PRESS0.00 -0.83 0.00 -0.90 WL2 WIND LEFT+INT SUCT -6.56 -8.36 2.09 -3.09 -2.32 -2.34 WL2 WIND LEFT+INT SUCT -11.05 -16.81 5.14 -7.42 WL2 WIND LEFT+INT SUCT 0.00 0.83 0.00 0.90 WR1 WIND RIGHT+INT PRESS 2.92 -15.11 -2.09 -24.20 5.96 -15.60 WR1 WIND RIGHT+INT PRESS -11.28 -16.31 17.19 -25.71 WR1 WIND RIGHT+INT PRESS 0.00 -0.83 0.00 -0.90 WR2 WIND RIGHT+INT SUCT 0.06 1.67 2.09 -3.90 3.39 -11.55 WR2 WIND RIGHT+INT SUCT -5.14 -7.42 11.05 -16.81 WR2 WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.90 EPI IEW PR +1 PRESS 1.08 -22.01 -2.09 -27.491 1.64 -12.12 EP1 EW PRESS+INT PRESS 1 -15.40 -24.251 15.40 -24.25 EP2 EW PRESS+INi SUCT 0.00 3.77 0.00 4.05 EOL SEISMIC LOAD LEFT -4.42 -1.32 0.00 -0.42 -3.41 1.74 EOL SEISMIC LOAD LEFT -3.83 -1.43 -3.83 ES1 EW SUCT+INT PRESS 0.00 -4.19 0.00 -4.50 EOR SEISMIC LOAD RIGHT 4.42 1.32 0.00 0.42 3.41 -1.74 EOR SEISMIC IAAD RIGHT M. 1.43 3.83 -1.43 MAX. POS. REACTION 0.48 3.77 0.52 ' 4.05 MAX. POS. REACTION 5.36 27.23 2.52 36.76 5.31 20.39 MAX. POS. REACTION 31.50 42.01 13.80 42.01 MAX. NEG. REACTION 0.00 -4.19 0.00 -4.50 MAX. NEG. REACTION -4.70 -22.13 -1.86 -23.31 -6.22 -13.27 MAX. NEG. REACTION -13.80 -20.43 -31.50 -20.43 REACTION NOTES: BRACED BAY REACTION 1. THE VERT ' AND HORIZONTAL(H AND n REACTIONS ARE STATED IN KIPS. 51 KIP - 1000 POUNDS MOMENT REACTIONS ARE STATED IN INCH -KIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN ' THE DIAGRAM BELOW. 2. VALUES GM7J ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO ` THAT SHOWN. 3. INDIVIDUAL LARD CASE REACTIONS ARE UNFACiORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES , H_.� ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE V V SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS SIDEWALL BETWEEN H V H V a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ESI GRID GRIDS (WL) (WL) (EO) (EO) REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE A 19-20 7 610 9 - COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. L 17-18 2 2 10 11 b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V + .J +H z +M IN n rn 3 °c 0 zm _ '�% BUILDER: PRQIECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: CMSORUWO ENG: c W REVISION NO. ARREVISION NO. 2 PRODUCT OF THE v� u�ie 1. REVISED REACTIONS AT � 124X128X24 LRF 1:12 CHK: BAYS DATE 08/08/09 8 14 09 GRIDS 15.9 & 16.9 DRAWING NUMBER REV. ® NORTH VALLEY BUILDINGS BUILDRITE -UNIT 2 20# LL + 5#CLL SPECIFIC m ccros� &ftmBIIUfBCtb!" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING fo cin® W. gloom"By��knwk%W, SYSTEM SS=64, S1=26; SITED D09 -173921-01A A K V Z J V Z H V Z F V 2 D V Z B V Z OL DEAD LOAD 0.33 0.00 0.35 0.00 0.42 0.00 0.43 0.00 0.42 0.00 0.34 0.00 WLt WIND LEFT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.00 -0.70 0.00 -0.69 0.00 -0.62 WL2 WIND LEFT+INT SUCT 0.DO 0.48 0.00 0.62 0.00 0.65 0.00 0.70 0.00 0.69 0.00 0.62 WR1 WIND RIGHT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.00 -0.70 0.00 -0.69 0.00 -0.62 WR2 WIND RIGHT+INT SUCT 0.00 0.48 0.00 0.62 O.DO 0.65 O.GO 0.70 0.00 0.89 0.00 0.82 EP2 EW PRESS+INT SUCT 0.00 2.23 0.00 2.78 0.DD 2.92 0.00 3.17 0.00 3.07 0.00 2.81 ES1 EW SUCT+INT PRESS 0.00 -2.52 0.00 -3.08 0.00 -3.25 0.00 -3.53 0.00 -3.42 0.00 -3.14 MAX. POS. REACTION 0.33 2.23 0.35 2.77 0.42 2.92 0.43 3.16 0.42 .3 7 0.34 2.81 MAX. NEG. REACTION 0.00 -2.52 0.00 -3.08 0.00 -3.25 0.00 -3.53 0.00 -3.41 0.00 -3.13 b d) � FRAME AT SIDEWALL GRIDS 16 & 17 FRAME AT SIDEWALL GRIDS 18, 19, 20 & 21 l�J A G L A L H v H v H v H v H v ENDWALL FRAME AT SIDEWALL GRID 16.9 DL DEAD LOAD 0.89 5.17 0.00 7.03 -0.89 3.54 DL DEAD LOAD 5.40 8.78 -5.40 8.78 C E CLL COLLATERAL LOAD 1.16 6.59 0.00 8.76 -1.16 4.81 CLL COLLATERAL LOAD 7.17 9.72 -7.17 9.72 V Z V Z LL LIVE LOAD 2.78 15.81 0.00 21.03 -2.78 11.54 LL LIVE LOAD 17.21 23.33 -17.21 23.33 DL DEAD LOAD 0.48 0.00 0.52 0.00 WL1 WIND LEFT+INT PRESS -3.70 -25.14 -2.09 -23.38 0.25 -6.39 WL1 WIND LEFT+INT PRESS -17.19 -25.71 11.28 -16.31 WL1 WIND LEFT+INT PRESS0.00 -0.83 0.00 -0.90 WL2 WIND LEFT+INT SUCT -6.56 -8.36 2.09 -3.09 -2.32 -2.34 WL2 WIND LEFT+INT SUCT -11.05 -16.81 5.14 -7.42 WL2 WIND LEFT+INT SUCT 0.00 0.83 0.00 0.90 WR1 WIND RIGHT+INT PRESS 2.92 -15.11 -2.09 -24.20 5.96 -15.60 WR1 WIND RIGHT+INT PRESS -11.28 -16.31 17.19 -25.71 WR1 WIND RIGHT+INT PRESS 0.00 -0.83 0.00 -0.90 WR2 WIND RIGHT+INT SUCT 0.06 1.67 2.09 -3.90 3.39 -11.55 WR2 WIND RIGHT+INT SUCT -5.14 -7.42 11.05 -16.81 WR2 WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.90 EPI IEW PR +1 PRESS 1.08 -22.01 -2.09 -27.491 1.64 -12.12 EP1 EW PRESS+INT PRESS 1 -15.40 -24.251 15.40 -24.25 EP2 EW PRESS+INi SUCT 0.00 3.77 0.00 4.05 EOL SEISMIC LOAD LEFT -4.42 -1.32 0.00 -0.42 -3.41 1.74 EOL SEISMIC LOAD LEFT -3.83 -1.43 -3.83 ES1 EW SUCT+INT PRESS 0.00 -4.19 0.00 -4.50 EOR SEISMIC LOAD RIGHT 4.42 1.32 0.00 0.42 3.41 -1.74 EOR SEISMIC IAAD RIGHT M. 1.43 3.83 -1.43 MAX. POS. REACTION 0.48 3.77 0.52 ' 4.05 MAX. POS. REACTION 5.36 27.23 2.52 36.76 5.31 20.39 MAX. POS. REACTION 31.50 42.01 13.80 42.01 MAX. NEG. REACTION 0.00 -4.19 0.00 -4.50 MAX. NEG. REACTION -4.70 -22.13 -1.86 -23.31 -6.22 -13.27 MAX. NEG. REACTION -13.80 -20.43 -31.50 -20.43 REACTION NOTES: BRACED BAY REACTION 1. THE VERT ' AND HORIZONTAL(H AND n REACTIONS ARE STATED IN KIPS. 51 KIP - 1000 POUNDS MOMENT REACTIONS ARE STATED IN INCH -KIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN ' THE DIAGRAM BELOW. 2. VALUES GM7J ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO ` THAT SHOWN. 3. INDIVIDUAL LARD CASE REACTIONS ARE UNFACiORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES , H_.� ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE V V SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS SIDEWALL BETWEEN H V H V a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ESI GRID GRIDS (WL) (WL) (EO) (EO) REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE A 19-20 7 610 9 - COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. L 17-18 2 2 10 11 b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V + .J +H z +M IN n rn 3 °c 0 zm _ '�% BUILDER: PRQIECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: CMSORUWO ENG: c W REVISION NO. ARREVISION NO. 2 PRODUCT OF THE v� u�ie 1. REVISED REACTIONS AT � 124X128X24 LRF 1:12 CHK: BAYS DATE 08/08/09 8 14 09 GRIDS 15.9 & 16.9 DRAWING NUMBER REV. ® NORTH VALLEY BUILDINGS BUILDRITE -UNIT 2 20# LL + 5#CLL SPECIFIC m ccros� &ftmBIIUfBCtb!" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING fo cin® W. gloom"By��knwk%W, SYSTEM SS=64, S1=26; SITED D09 -173921-01A A 0 o. N N' O' y-11 7/32 1 12 1 BRAC Ctm O N N I n m N 1 IA FLOOR UNE r � VV -9 1 3'-11 7/32' 12 �— BRAGEs 1 [tzo N N 1 N FLOOR LINE h W 1- N V' z 1'-9 1 m a, $o N j (CANOPY co a C 0 0 'C 0 rR % `o a REVISION N0. 1 o n am. ar U _ c OeAWII 9f Ofb, YYg 0 own rlr. ua RIDGE FRAME ELEVATION AT GRIDS 18,19, AND 20 2 SPACES AT S'-6 5/32' 1'-0 1 4' 2 SPACES AT 3'-6 5/3Y-1 15 SPACE32 T 3'-11 15/16' 1-0 1 4. Q Q Q Q 2oa 210 zos C 112 D C 111 7-1 Q I 207 Q O Q 2 SPACES AT ttz] QUANTITY PART SCHEDULE 3'-6 5/32' 1^VJ / - i-11113 4' 20'-0 29/32- 9 32'3'-11 111 ROOF BEAM V72902 30'-3 3 4' 2 SPACES AT 31'-10 11/16- 10 SPACES AT 5'-0 7 32- 9'-11 11/16- C230 3!-6 5/3V 1'-0 1 4' 3'-11 15/16' 10 tp SPACES A? 5/8X2-1/4 BOLT A325T 1'-0 1 4' C347 5'-0 7 32 1 545105 1 3'-4 1/2' C344 zos Q tae r2a 2to Q r{ 1123 zoo Q 2to C 1113-" [ 112 ]-t r ri -E 11,7 / RIDGE FRAME ELEVATION AT GRIDS 18,19, AND 20 2 SPACES AT S'-6 5/32' 1'-0 1 4' 2 SPACES AT 3'-6 5/3Y-1 15 SPACE32 T 3'-11 15/16' 1-0 1 4. Q Q Q Q 2oa 210 zos C 112 D C 111 7-1 Q I 207 Q O Q zoe QO zae 210 ttz] QUANTITY PART SCHEDULE DESCRIPTION 1^VJ / - i-11113 RIDGE 3'-11 15/16' 1'-0 1/4' 5'-0 7/32• 3'-Il15 16' PURUN LOCATIONS FLANGE BRACE SCHEDULE BOLTED CONNECTION SCHEDULE O QUANTITY PART SCHEDULE DESCRIPTION () PAR[ NAME PART NUMBER PAR[ LENGTH FIELDO. 110 EXTERIOR COLUMN V72900 20'-0 29/32- 9 32'3'-11 111 ROOF BEAM V72902 30'-3 3 4' 112 ROOF BEAM V72904 31'-10 11/16- 120 CANOPY ROOF BEAM OV72967 9'-11 11/16- C230 FLANGE , 12 BRACES 1 120 Q N N I is in N N I 1 ' 1"! 15/16' -0 1/4 5'-0 7/12'- of 12 BRacEs � 1 1203 N N N W L HARD STEEL WASHER PER CONNECTION Q QUANTITY WASHER NO. DESCRIPTION (WASHER) 0 08 095946 3/4 Hard Washer F 24 095946 3/4 Hard Washer G 10 095945 5/8 Hard Washer FLANGE BRACE SCHEDULE BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL D 08 097284 3/4X2-1/2 BOLT A325T 095235 F 24 097284 3/4X2-1/2 HS BOLT A3 095235 G 10 097282 5/8X2-1/4 BOLT A325T 095233 C320 HARD STEEL WASHER PER CONNECTION Q QUANTITY WASHER NO. DESCRIPTION (WASHER) 0 08 095946 3/4 Hard Washer F 24 095946 3/4 Hard Washer G 10 095945 5/8 Hard Washer FRAME ELEVATION AT GRID 21 FLANGE BRACE SCHEDULE J3WLER ® ButlerManufac4stn9 NueSo"o&MWN"Amw1ab , PART 0 FRONT/NLFFT REAR/RIGHT DIM. Y FIELD DETAIL WORK • 203 545102 V-10 1/2' C346 204 545102 V-10 1/2' C347 205 545103 2'-4' C342 206 545103 2'-4 1/2' C346 207 545113 2'-4 1/2' C347 209 545104 - 2'-10 1/2' C347 2101 545105 1 545105 1 3'-4 1/2' C344 FRAME ELEVATION AT GRID 21 REVISION NO. 2 J3WLER ® ButlerManufac4stn9 NueSo"o&MWN"Amw1ab , PRODUCT OF THE �® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRUE: DRW: BAYS I ENG: CMSORIANO NORTH VALLEY BUILDING S BUILDRITE— UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 SS=64, S1=26; SITE D CROSS SECTION ERECTION DRAWING CHK: ABI I DATE 2-5-10 DRAWING NUMBER: D 09-173921 —02B REV. 00 FRAME DESIGN INFORMATION TOP / OUTSIDE PART FLANGE PART DESCRIPTION V72856 TOP 301-4 EW INTERM POST FLANGE - 8' X wEe a THICKNESS BOTTOM FLANGE - 8' X .500' BNSIDE OTTOM I n ..pr FRAME DESIGN INFORMATION FRAME DESIGN INFORMATION (cont.) PART DESCRIPTION PART DESCRIPTION V72856 TOP 301-4 EW INTERM POST FLANGE - 8' X V72958 259-7 EXTERIOR ,COLUMN TOP FLANGE - 8' X .375' .250' BOTTOM FLANGE = 8' X BOTTOM FLANGE - 8' X .500' .250' WEB THICKNESS - W® THICKNESS v .164' .135' PART DEPTH - 12' PART DEPTH - 12' TO 32' V74858 326-4 EW INTERIM POSE TOP FLANGE - 8' X V72960 359-3 ROOF BEAM TOP FLANGE - 6' X .500' .250' BOTTOM FLANGE a S' X BOTTOM FLANGE - 6' X .375' .250' WEB THICKNESS = .135' WEB THICKNESS = .250' - WW END TO 9'-10 7/8' FROM LOW END .188' - 9'-10 7/8' FROM LOW END TO HIGH END PART DEPTH = 12' _ V72860 TOP FLANGE = 8' X .250' PARE DEPTH a VARIES 21 5/32' TO 36' 325-7 EW INTERM POST BOTTOM FLANGE a 8' X V72962 387-1 ROOF BEAM _ TOP FLANGE v 8' X .375' .250' WEB THICKNESS - BOTTOM FLANGE - 8' X .375' .135' PART DEPTH a 12' WEB THICKNESS - .188' - LOW END TO 20'-0 1/8' FROM WW END .164' - 20'-0 1/8' FROM LOW END TO HIGH END V72882 288-4 TOP FLANGE m 5' X .250' BOTTOM FLANGE - 5' X .250' PART DEPTH = VARIES 36' TO 20' EW INTERIM POST W® THICKNESS a V 83-3 ROOF BEAM = TOP FLANGE 6' X .500' .135' PART DEPTH - 12' BOTTOM FLANGE - 6' X .625' V72884 306-4BOTTOM EW INTERM POST TOP FLANGE - 5' X .250' WEB THICKNESS - .188' - LOW END TO 20'-0 1/8' FROM LOW END .164' - 20'-0 1/8' FROM LOW END TO HIGH END FLANGE = 5' X .250' WEB THICKNESS = .135' PART DEPTH = 20' PART DEPTH = 12' V72966 R00 -F1 BEAM TOP FLANGE = 6' X .250' V72886 324-4 EW INTERIM POST TOP FLANGE = 6' X BOTTOM FLANGE = 6' X .375' .250' BOTTOM FLANGE = 8' % .250' WEB THICKNESS = .250' - WW END TO 19'-10 29/32' FROM LOW END .135' - 19'-10 29/32' FROM LOW END TO HIGH END WEB THICKNESS = .135' PART DEPTH PART PARE DEPTH=VARIES 21 3/18' TO 20' V72888 334-4EW INTERIM POST TOP FLANGE - 6' % OV72967 COPY BEAM TOP FLANGE 5' X .250' .250 BOTTOM FLANGE 8' X BOTTOM FLANGE - 5' X .250' .250' W® THICKNESS = WEB THICKNESS = .135' .135' PART DEPTH = 12' PART DEPTH = 9 7/8' TO 14 7/8' a V72890 314-4 EW INTERM POST Our nmL = o A -zow BOTTOM FLANGE - 6' X .250' WEB THICKNESS = .164' - LOW END TO 15' FROM LOW END .135' - 15' FROM WW END TO HIGH END PART DEPTH = 12' U V74892 TOP FLANGE = 5' X .250' i 295-4 EW INTERM POST BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .135' PART DEPTH = 12' ROOF BEAM V72900 TOP FLANGE - 10' X .375' ��® 240-7 BOTTOM FLANGE = 10' X .500' 6 EXTERIOR COLUMN WEB THICKNESS = .250' PART DEPTH = 20' TO 40' ' SYSTEM Y7Y902 357-6 ROOF BEAM TOP FLANGE = 8' X .250' BOTTOM FLANGE = B' X .625' - LOW END TO 14'-9 5/16' FROM LOW EN 8' X .375' - 14'-9 5/16' FROM LOW END TO HIGH END WEB THICKNESS - .313' PART DEPTH = VARIES 41' TO 20' r389-o TOP FLANGE = 6' X .500' BOTTOM FLANGE = 6' X .250' WEB THICKNESS = .188' - LOW END TO 20'-0 3/16' FROM LOW END.164' - 20'-0 3/16' FROM LOW END TO HIGH END PART DEPTH = VARIES 20' TO 32' 0 0 0, N v 307-3 INTERIOR COLUMN TOP FLANGE 8' X .375' BOTTOM FLANGE - 8' X .375' WEB THICKNESS = .135' PART DEPTH = 12 1/4' N c n V729 7 EXTERIOR COLUMN TOP FLANGE = 8' X .250' BOTTOM FLANGE = 8' X .500' WEE THICKNESS - .164' PART DEPTH - 12' TO 32' a REVISION NO. 1 0 )lin TNl!' GTHBBOLT2 5%8 HEAUWInHIX. NUT (095233) U C320 32' USE I i ENDWALL HIGH SL FIELD BEND FIELD 9/1 -0 HOLE r FOR ATTACHMENT maMrN ar: ROOF BEAM R C L7m® ar: ��® REVISION NO. 2 B�JTLER Butler Mmuf8C�l" Blue&ope �Ildtnpe NDtth MLeTIix h1C. / RIGID FRAME ROOF BEAM jl cu (HR3756) ' (83756) EW POST \L �PURUN - OR GIRT OR GIRT FLANGE BRACE ( FLANGE CHART) (SEE cHARq BRACE FLANGE ELD BEND EID BEND E1D BEND FOR ATTACHMEM FOR ATTACHU M FOR ATTACHMENT PART USAGE USE (3) 1/2' X 1 1/4' PART USAGE HUSE EX (2)) 1/2-X15) /AND 8 OR 9-1/2 PURLINS HEX BGI.T (085065) AND 6 OR 9-1/2 PURLINS 1/2' HDL NUT (095032) e z-aRrs t/Z' HEX NUT (095032) 8 Z --ARTS 1°`�' DOUBLE FLANGE BRACE CONNECTION °®' d` SINGLE FLANGE BRACE CONNECTION e DETAIL C345 USE SECOND HOLE AT PURUN OR G6Ef CONNECTION DETAIL C346 = USE FIRST HOLE AT PURIM OR GIRT CONNECTION DIMENSION Y RIGID FRAME ROOF BEAM ROOF BEAM OR COLUMN ll 0 - - - - - - - - - - - - - - - - - - - - - - L cu I ' (HR3755) I PURUN OR GIRT // (R 3755) FIANCE BRACE EW POST Flm � FOR ATTACHMENT USE (6&_518' X 1 !2 A3 5T P� USAGE USE (2) 1/2' X 1 1/4' EW HI-SRiENGTH BOLT 097281 D 8 OR 9-1/2 PURUNS HEX. BOLT (095085) AND POST 5/8' HEAW HIX. Nl (095 333 AND 8 Z_GIRTS 1/2' HDL NUT (095032) USE (4) WASHER (095945) ON SLOT SIDE a ' SINGLE FLANGE BRACE CONNECTION DETAIL EA04 DETAIL C347 USE SECOND HOLE AT PURUN OR GIRT CONNECTION ROOF BEAM OR - VERTICAL SPLICE COLUMN -11 PROJECT: BUILDRITE - UNIT 2 CHICO, CA CANOPY BEAM-\ � a Y POST J V 5�8� DIMENSION Y DIMENSION Y GTHBBOLT2 5%8 HEAUWInHIX. NUT (095233) (F(LANGE C320 32' USE I DETAIL EA04X ENDWALL HIGH SL FIELD BEND FIELD 9/1 -0 HOLE r FOR ATTACHMENT PRODUCT OF THE R: ROOF BEAM LL + 5#CLL IN GIRT AS SHOWN. ��® rNORTH7VALLEY OR COLUMN 6 BUILDING S ORDER ENGINEERING CHICO, CA SYSTEM �PURUN - OR GIRT OR GIRT FLANGE BRACE ( FLANGE CHART) (SEE cHARq BRACE FLANGE ELD BEND EID BEND E1D BEND FOR ATTACHMEM FOR ATTACHU M FOR ATTACHMENT PART USAGE USE (3) 1/2' X 1 1/4' PART USAGE HUSE EX (2)) 1/2-X15) /AND 8 OR 9-1/2 PURLINS HEX BGI.T (085065) AND 6 OR 9-1/2 PURLINS 1/2' HDL NUT (095032) e z-aRrs t/Z' HEX NUT (095032) 8 Z --ARTS 1°`�' DOUBLE FLANGE BRACE CONNECTION °®' d` SINGLE FLANGE BRACE CONNECTION e DETAIL C345 USE SECOND HOLE AT PURUN OR G6Ef CONNECTION DETAIL C346 = USE FIRST HOLE AT PURIM OR GIRT CONNECTION DIMENSION Y RIGID FRAME ROOF BEAM ROOF BEAM OR COLUMN ll 0 - - - - - - - - - - - - - - - - - - - - - - L cu I ' (HR3755) I PURUN OR GIRT // (R 3755) FIANCE BRACE EW POST Flm � FOR ATTACHMENT USE (6&_518' X 1 !2 A3 5T P� USAGE USE (2) 1/2' X 1 1/4' EW HI-SRiENGTH BOLT 097281 D 8 OR 9-1/2 PURUNS HEX. BOLT (095085) AND POST 5/8' HEAW HIX. Nl (095 333 AND 8 Z_GIRTS 1/2' HDL NUT (095032) USE (4) WASHER (095945) ON SLOT SIDE a ' SINGLE FLANGE BRACE CONNECTION DETAIL EA04 DETAIL C347 USE SECOND HOLE AT PURUN OR GIRT CONNECTION ROOF BEAM OR - VERTICAL SPLICE COLUMN -11 PROJECT: BUILDRITE - UNIT 2 CHICO, CA CANOPY BEAM-\ � a Y BRhCE DIMENSION Y DIMENSION Y GTHBBOLT2 5%8 HEAUWInHIX. NUT (095233) (F(LANGE C320 32' CANOPY BEAM CONNECTION BUILDING ORDER DESCRIPTION: FIELD BEND FIELD 9/1 -0 HOLE r FOR ATTACHMENT 124X128X24 LRF 1:12 CROSS SECTION ROOF BEAM LL + 5#CLL IN GIRT AS SHOWN. 85 MPH EXP C; CBC 07 OR COLUMN 6 GIRT oI I O I � I ------- ---- o N / ' PURIJN -W-- _ ' - - OR GIRT BRACE DIMENSION Y COLUMN (F(IANCE CHAITO FIELD BET10) ((FLANGE EE CHART) RELD BEND FOR ATTACHMENT FOR ATTACHMENT pgglj/, USE (2) 1/2" X 1 1/4' PART USAGE USE (3) 1/2' X 1 1/4' HE2. (09 ) 2 PURLINS HDL. BOLT (095083) AND 8 9-1/2 OR 12 C-GIRTS / HEX (�09 Z-0RTS 1/2' HFX NUT (095032) -1 ' a dm SINGLE FLANGE BRACE CONNECTION a DOUBLE FLANGE BRACE CONNECTION DETAIL C342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION DETAIL 0344 USE FIRST HOLE AT PURUN OR GIRT CONNECTION DIMENSION Y DIMENSION Y DIMENSION Y ROOF BEAM ROOF BEAM iOR COLUMN i I OR COLUMN �PURUN - OR GIRT OR GIRT FLANGE BRACE ( FLANGE CHART) (SEE cHARq BRACE FLANGE ELD BEND EID BEND E1D BEND FOR ATTACHMEM FOR ATTACHU M FOR ATTACHMENT PART USAGE USE (3) 1/2' X 1 1/4' PART USAGE HUSE EX (2)) 1/2-X15) /AND 8 OR 9-1/2 PURLINS HEX BGI.T (085065) AND 6 OR 9-1/2 PURLINS 1/2' HDL NUT (095032) e z-aRrs t/Z' HEX NUT (095032) 8 Z --ARTS 1°`�' DOUBLE FLANGE BRACE CONNECTION °®' d` SINGLE FLANGE BRACE CONNECTION e DETAIL C345 USE SECOND HOLE AT PURUN OR G6Ef CONNECTION DETAIL C346 = USE FIRST HOLE AT PURIM OR GIRT CONNECTION DIMENSION Y RIGID FRAME ROOF BEAM ROOF BEAM OR COLUMN ll 0 - - - - - - - - - - - - - - - - - - - - - - L cu I ' (HR3755) I PURUN OR GIRT // (R 3755) FIANCE BRACE EW POST Flm � FOR ATTACHMENT USE (6&_518' X 1 !2 A3 5T P� USAGE USE (2) 1/2' X 1 1/4' EW HI-SRiENGTH BOLT 097281 D 8 OR 9-1/2 PURUNS HEX. BOLT (095085) AND POST 5/8' HEAW HIX. Nl (095 333 AND 8 Z_GIRTS 1/2' HDL NUT (095032) USE (4) WASHER (095945) ON SLOT SIDE a ' SINGLE FLANGE BRACE CONNECTION DETAIL EA04 DETAIL C347 USE SECOND HOLE AT PURUN OR GIRT CONNECTION ROOF BEAM OR - VERTICAL SPLICE COLUMN -11 PROJECT: BUILDRITE - UNIT 2 CHICO, CA CANOPY BEAM-\ � a Y ENDWALL PC ORW: BAY S ENG: CMSORIAN0 CHK: ABI DATE: 2-5-10 DRAWING NUMBER: REV. D09 -173921-02C 00 HSE. 10 B9 282) AND V V GTHBBOLT2 5%8 HEAUWInHIX. NUT (095233) C320 32' CANOPY BEAM CONNECTION BUILDING ORDER DESCRIPTION: DRAWING TMF_ 124X128X24 LRF 1:12 CROSS SECTION 20# LL + 5#CLL ERECTION DRAWING 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE D ENDWALL PC ORW: BAY S ENG: CMSORIAN0 CHK: ABI DATE: 2-5-10 DRAWING NUMBER: REV. D09 -173921-02C 00 1718 t �n'_n• 1 20'-0" 1 r 9 - REVISION NO. 1 IBOX STRUT ATTACHMENT ,A SEE DRAWING 173921-03A 19 20 21 21.1 Sot 301 8108 8101 — — — — � � I 8328 8328 B32e / X \ size I I / II II I 307 �� II I 61zs \ / eszs I sus / \ 83ze I II I twst� roe I II 8328 8328 8328 / /\ \ 8328 8328 318 310 8328 8326 -- I 1 3 I B328 8328 I 3083� 8328 \ / 8328 ll 83-2 / \ 8328 3os 8328 8328 ROOF BRACING II II I I I II I II I II I II II I h I I _ _ I I v m \ / N 8001 8001 c I 26'-0' a r� 20 19 SIDEWALL BRACING AT GRID A to 8001 20'-0' 17 18 SIDEWALL BRACING AT GRID L STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 1/2- BRACE RODS RED THREAD PROTECTORS INDICATE 5 BRACE RODS YELLOW THREAD PROTECTORS INDICA 3/4 -BRACE RODS ORANGE THREAD PROTECTORS INDICATE /8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS W80009 6-5/8 X 0.158 Round HSS Sections may be substituted for 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. WBOO10 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 X 0.113 sections at the discretion of Manufacturing which are of equal or greater structural capacity. BRACE PART SCHEDULE BUILDER. PROJECT: BUILDING ORDER DESCRIPTION: [ ] QTY PART NAME PART NUMBER ELD PART LENGTH WRK — Q 312 1 BOX STRUT .077 0544241 229-5 19'-1 5/8" 313 2 BOX STRUT .077 0544241 301-5 25'-1 5 8' 314 1 BOX STRUT .113 0544242 325-5 27'-1 5/8 - STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 1/2- BRACE RODS RED THREAD PROTECTORS INDICATE 5 BRACE RODS YELLOW THREAD PROTECTORS INDICA 3/4 -BRACE RODS ORANGE THREAD PROTECTORS INDICATE /8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS W80009 6-5/8 X 0.158 Round HSS Sections may be substituted for 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. WBOO10 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 X 0.113 sections at the discretion of Manufacturing which are of equal or greater structural capacity. BRACE ROD SCHEDULE BUILDER. PROJECT: BUILDING ORDER DESCRIPTION: Q QTY PART NUMBER DESCRIPTION THREAD TURNBUCKLE440 301 4 0547 361-0 1/2 RH—RH BR ROD RH—RH 302 2 0544060 157-0 0544050 240-0 7/8 RH—LN BR ROD 7/8 RH—RH BR ROD RH—LH 0095048 (1) RH—RH 303 2 0544049 349— 3/4 RH—RH BR ROD RH—RH 304 2 0544049 347-0 3/4 RH—RH BR ROD RH—RH 305 2 10544049 393-0 3/4 RH—RH BR ROD RH—RH 306 2 0544048 379-0 5/8 RH—RH BR ROD RH—RH 307 2 0544048 386-0 5/8 RH—RH BR ROD RH—RH 308 2 0544047 370-0 1/2 RH—RH BR ROD RH—RH 309 2 0544047 346-0 1/2 RH—RH BR ROD RH—RH 310 2 0544047 335-0 1/2 RH—RH BR ROD RH—RH 311 2 0544047 350-0 1/2 RH—RH BR ROD RH—RH STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 1/2- BRACE RODS RED THREAD PROTECTORS INDICATE 5 BRACE RODS YELLOW THREAD PROTECTORS INDICA 3/4 -BRACE RODS ORANGE THREAD PROTECTORS INDICATE /8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS W80009 6-5/8 X 0.158 Round HSS Sections may be substituted for 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. WBOO10 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 X 0.113 sections at the discretion of Manufacturing which are of equal or greater structural capacity. BUILDER. PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: BAY S ENG: CMSORUW0 REVISION N0. 2 AMER ® PRODUCT OF THE --, ��® 124X128X24 LRF 1:12 BUILDRITE — UNIT IT20# LL + 5#CLL WIND BRACING CHK: ABI DATE 2—s-10 DRAWING NUMBER: REV.BuftManufac�w" ORDER ENGINEERING NORTH VALLEY BUILDING S CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING D09-173921-03 00 g�eggM[� SYSTEM Ss=64, S1=26; SITE D O h N UI REVISION NO. 1 REVISION NO. 2 ROD 0 0 •� (54,7389) CUP 5/8' 095231 095945 095918 043857 DIA NUT A ROD CLEVIS DIA ASSY. 5/8' 095277 3/4' 095278 7/8' 095279 1' 095280 1 COTTER PIN USE 4 7 B' % 2 1 7 A325T NOTE REFER TO SPECIFIC HI- BOLT (097285) AND BUILDING BRACING 7/8' HEAVY HEX NUT (095237) DRAWING FOR BRACE BACK-UP PLATE ROD REWIREMENTS. BRACING STRUT (543174) (ROUND BRACING CLIP STRUT SHOWN. (54J38B) SQUARE BRACING STRUT SIMILAR.) FOR CLEVIS 1 1/8 09528 Q —�` CONNECTION 1 1/4' 095282 W I I �` SEE DETAIL NUT I I I I O y A WASHER CLOTS \`\ O CONNECTING CONNECTING STEEL STEEL OR I ? ar T 3 B WISHER BRACE CUP I I ROOF O o L fL00F T BRACE ROD I j BEAM O 0 ROD G WASHER 1 c".) (BEVEL WASHER) / 0 CIEVIS P01 J/ ` 4 USE ((4) 3/4' % 2-11r A4)A BRACE ROD 3/4- TENG111 BOLT UT (09 2 AND 3/4' MEAW HEX NUT (095 ) V sem BRACING CUP CONNECTION DETAIL 8001 P TYPICAL BEVEL WASHER CONN. DETAIL 8002 m TYPICAL CLOVIS CONNECTION sDETAIL 8004 aTYPICALCING STRUT CONNECTIONDETAIL 8107 AT LOW FAVE LOGnON-LDW SLOPE RANGEI NMI USE (4) 7/8' % 2 1/4' A725T n BUI�70SPECIFIC ROD BRAACINGG DIA N� C REFER TO SPECIFIC HI -STRENGTH BOLT (09T2BST AND II DRAWING FOR BRACE BUILDING BRACING D HANG FOR BRACE 7/8' HEAVY HEX NUT (09 237) ROD REQUIRMENTS. 1/Y 095032 09 043657 ROD REQUIREMENTS. X74' PLATE 0 0 •� (54,7389) CUP 5/8' 095231 095945 095918 043857 BUILDING ORDER DESCRIPTION: CLIP o (/UPS88) 3/4' 095235 095947 095948 0436W (543389) r 0 7/8' 095237 1 095947 095948 043898 CHK: ABI DATE 2-5-10 1' 085238 095948 095948 043858 ��® FOR CLOVISCONNECTION FOR _ CONNECTION 1-1/8' 095239 095949 095949 043659 SEE DETAIL '/ �p `Q �\ \� SEE DEWL NUT ORDER ENGINEERING �O ROD All a 0 \\\\, F A WASHER (TIP.) / (rrPJ \ ` Blue8wpsBuMnpNorth Ameftb SYSTEM C�p \ T] 0 L CONNECTING STEEL oll B WASHER ROOF 0 C ROOF O fT00F ROOF SLOE ROD0 BEAM 0 ROD BEAM 0 C WASHER (TYP.) C) (BEVEL WASHER) 0 7 0 ! , USE L4) 7/8' % 2 1/4' A325T BRACE R00 EAVY BOLT 69(0 AND \ I/ 7/8' 7/8' HEAVY HEX (0952.37) J V e o m °m sDETAIL a u BRACING CUP CONNECTION 2 s` BRACING CUP CONNECTION sDETAIL B138 m AT LOW EAVE LOCANION-LOW SLOPE RANGE ® TYPICAL BEVEL WASHER CONNECTION DETAIL 8328 DETAIL B108 AT LOW EAVE LOCATION -LOW SLOPE RANGE 8399) � BOX STRUT TO STIFFENER CONNECTION BUILDER: PROUECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE ORW: BAY S ENG: CMSORIlW0 PRODUCT OF THE —� 124X128X24 LRF 1:12 CHK: ABI DATE 2-5-10 ® ��® BUILDRITE — UNIT 2 20# LL + 5#CLL WIND BRACING DRAWING NUMBER: REV. ButwMmuie zft ORDER ENGINEERING NORTH VALLEY BUILDING S CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET 09-173921-03A 00 Blue8wpsBuMnpNorth Ameftb SYSTEM Ss=64, S1=26; SITE D 15.9 1617 18 EW �� 2g'_o' 20'-p•• rneuc F1Z8 414 F124 F585 414 410 4ae }— [41S F548 Fy1 C41s7--� o F258 408 402 3 O C418 FS]8 C416 ]•�® F-3. —12KIg. N ---1 --- r AM I;zg;R a Jle- z 0 k LL O p J o V 1h g' s N9 • as I N o$ FS83 414 F124 Lggj--[414 ]-N —[ 410 4091--- 415 403 3— C418}�® 416�CJ �-1 F1121 41s3-- 401 F12B C415]• -®F11--2 C415}r® 1ZJ C41S]•--�FSH� JL 4151---LF34U + '—ti•'ar—L� {04 I034013— F1S8 I E418]�®*NOTE145 F11 t [418 ]•� 8 F112 [4183-�® F112 41S3�-� F115418]•x® 406 402 fl12 104 I F112 40J 4oi3C 118 }�--® C 418 ]- ® C 416 F539 416 }�� 416 C 402 401 ]— 404 4� I 408 i [ 418 F11 I I C 418 F539 fl 12 [ 416 F339 fl 1 Z 418 ]�� fl 1 F758 {18 ]-�® ]• 63 I 404 4034013 F25B I C418]-�-® F71 [416 F539 I E 402 Flit [418}� I Fl 418}•-� I Fl 15 418}--PSW 408 402 4013— F112 104 F112 403 fl15 F258I C418]^® F11 I [416 F539 C418 FS39 416 3-•� 418]•x® 4013— Fysg I 406 F11S 402 W 2 404 F112 40.7 F11S I C 418 ]�® I C 416 F539 C I18 F539 416 ]-� 416 F339 404 403 4013— F238 I C 4113 3-� 4063 fl1 ; C 418 402 FS39 F11Z L 418 FS39 F112 {1S - r1 Fl 15 418 F339 ALJ 4013— F268 108 fl 1 402 fl 12 IM fl 12 403 F11 S C 4183-•-� I C 416 3-�® C 416 F3.79 416 3-- 418 ]• 3 401 ]-- F g I 408 fl1 402 fl12 404 F112 403 fl13 C 418 }�� C 416 }�-� C 416 ]f-� 416 ]•� 9 4161~'® 40,4 403:-401 ]-- F258C 416 ]•�® flt [ 418 408 E 402 FS39 fl12 C 416 FS39 fl12 416 --9 Ftl3 118 FS39 104 4p3 401 F258 I C 411 -[406.—i'S39 F115 ; C 4117r� I F112 C 411 F339 I fl12 111 F539 1 fl1S 411 ' 40J 401 }— F ' C 4113--- F 9I F11 C {11 P339 I F112 [ 41 t ]r® I F112 111 F539 I fl 13 411 F539 L [ 4at -1 ,UC [ 411 F539 Fill C 411 F538 fl /2 [ 111 ]-�® fl /2 411 403 F538 4111-404 401 -[ 408 F11 402 I fl 12 ]�� I fl 12 411 F539 I fl 1 S 411 }f - C 411 ]�® 1 C 411)�� C 411 FS39 401 —[406 409 0'4 403-F11S 4151-- 7 C413 C413 - fl12 C41S]4F11 F112 41S F54B fl _ _- / 1 C4163-^ :WLER 40MG— C 416 102 I 408X}- C4183r� /04 04 l 1061t]- - 04163- ® M / F 02 1 409X}-- C 416 F539 38'-11 1/2" 1067Q -- C 410 3--/ G] F1 [ 418: � F1 �I 40MG— 0418 }-�® L C 118 }---® j F 02 C 416 ]•�� 406X]— fl - C 415 ]-� F11 41010-- F/24 I -r 414 GABLE ANGLE (520022 PROVIDED. TO BE WORK, SIMILAR TO DET. F171 -TO THE UNDERSIDE OF PURLINS. LOCATE GABLE ANGLE 5'-0' FROM STRUCTURAL UNE GABLE ANGLE ARE ADDITIONAL SOFFIT PANELS ATTACHMENT AT OVERHANG F112 I F—L 418 FSJ9 1 418 }�� - 1• u� C 418 FS39 [ 418 FS3D I 402 fl12 464 103 401 F11Z F11S F '� C 418 ]-� E416 FS39 418 ]•x® 418 3---® I C C418]•�� fl12 C418]�® fl12 416 3-- fl1S 118]x® i F236 I m 4M 401 �41�--1204181^® fl12 4183�--fl1S4183--403 401�-® N14—Fl-1-21 [ 418 4W F339 fl 12 418 ]•�® F11 S 416 FS39 1 F2S6 402 404 403401 cl F112 C 418 FS39 I C 418 FS39 I F112 418 3 --- E 1 ;Zr115 418 FS39 11 F25B i m 402 F112 404 403 401 [416 }f3 0418 F339 fl12 416_ r-' fl15 418 ]•�® F23B --(J��/�� I 401 101 F112 104 _ C 418 FS39 1 1416 FS39 1 F112 418 }�--•� I fl 1 S 41 B 7�--® 1 102 F2S6 F112 104 I C 418}t 8 F112 0418 F'SJB fl12 418 fl1S 4181f� �� 102 4043 — T 0415}--® T_fn,-,l E41F548 flZ4 4131� F121 4�3 ,M FS48 F128 fl 12 �JC 416 418 3�� I -LL=I C41S]•:-® 0418 F1f3B I C[4u4�1 403 4ot }'�� F112 [♦1S}•� F11Z 410) . -= 4 F1 TB Purlin Brace Locotiione ] ] ] _ 70 0 1 0 ] 0 ] See Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN STANDARD NOTES: RS0004 FOR RAKE CHANNEL INSTALLATION SEE DRAWING D-105859. RS0009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENDWALL STRUCTURAL LINE RS0029 INSTALL PURUN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID N PURUN ALIGNMENT DURING INSTALLATION. NOTE 10'-0' OVERHANG 1. STANDARD EAVE STRUT PROVIDED. FIELD DRILL 11/16' HOLES FOR EAVE STRUT TO ROOF BEAM ATTACHMENT 2. FIELD WORK ALL HOLES FOR PURUNS BRACE CONNECTION 3. FIELD WORK GABLE ANGLE AROUND PURUNS AT OVERHANG AREA 4. FIELD WORK GABLE ANGLE AT INTERIOR WALL LOCATION GRID 16.9 5. THIN HEAD BOLTS PROVIDED FOR GABLE TO PURLINS ATTACHMENT to' -0' OVHERANG AND INTERIOR WALL LOCATION AT GRID 16.9 RAKE CHANNEL ATTACHMENT AT 10'-0' OVERHANG 1. TOP AND BOTTOM MUST BE BOLTS TO PURLINS & EAVE STRUT 2. FIELD DRILL HOLES FOR ATTACHMENT AT OVERHANG AS REO'D 3. THIN HEAD BOLTS PROVIDED AT TOP AND BOTTOM (096636 BOLTS AND 095032 NUTS. 0 0 L NbMSION PART SCHEDULE :WLER [ ] CITY PART NAME PART NUMBER PARI' LENGTH WORK 401 30 PUR U 9.5X.096 2CP OHR3751 467-4 38'-11 1/2" 402 30 PUR U 9.5X.067 2CP 0530934 275-4 22'-11 1/2' 403 30 PUR U 9.5X.077 2CP 0530935 347-4 28'-11 1/2* 404 26 PUR U 9.5X.077 2CP 0530935 371-4 30'-11 1/2* 4051 4 PUR U 9.5X.082 2CP 0530936 371-4 30'-11 !2. 406 18 PUR U 9.5X.096 4CP 0530943 371-4 30-11 1 2' 6 12 PUR U 9.5X.096 4CP 0530943 365-4 408 4 LS ES P 9.5X.096 0540515 239-4 19'-11 1 2 409 4 LS ES P 9.5X.096 0540515 311-4 25'-11 1 2' 4 LS ES P 9.5X.096 0540515 431-4 35'-11 1/2' 410 6 LS ES P 9.5X.096 0540515 335-4 27'-11 1/2" 10 2 LS ES P 9.5X.096 0540515 329-4 27'-5 1/2" 411 28 CHANNEL PUR BRACE 0544013 043-5 3'-7 21 32' 412 14 CHANNEL RIDGE BR 1:12 0544021 1'-5 11 16' 4131 42 1 1/2 RH-RH 0544047 016-0 l'-4- -4414 4141 8 1 E PRLN BRC ASY 0544260 049-0 4'-1' 415 701 E PRLN BRC ASY 0544260 049-0 4--l' 416 147 CHNL BRC - 61-11/16 0544285 5'-1 3 4' 417 1 HS ES P 9.5X.096 0540523 329-4 2 27'-5Y2 418 1 HS ES P 9.5X.096 0540523 239-4 19 -11 72- 2419 419 1 HS ES P 9.5X.098 0540523 335-41 27'-11 1 2' 420 1 HS ES P 9.5X.096 0540523 311-4 25 -11 1 2' 421 1 HS ES P 9.5X.096 10540523 431 -41 35'-11 1/2 - STANDARD NOTES: RS0004 FOR RAKE CHANNEL INSTALLATION SEE DRAWING D-105859. RS0009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENDWALL STRUCTURAL LINE RS0029 INSTALL PURUN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID N PURUN ALIGNMENT DURING INSTALLATION. NOTE 10'-0' OVERHANG 1. STANDARD EAVE STRUT PROVIDED. FIELD DRILL 11/16' HOLES FOR EAVE STRUT TO ROOF BEAM ATTACHMENT 2. FIELD WORK ALL HOLES FOR PURUNS BRACE CONNECTION 3. FIELD WORK GABLE ANGLE AROUND PURUNS AT OVERHANG AREA 4. FIELD WORK GABLE ANGLE AT INTERIOR WALL LOCATION GRID 16.9 5. THIN HEAD BOLTS PROVIDED FOR GABLE TO PURLINS ATTACHMENT to' -0' OVHERANG AND INTERIOR WALL LOCATION AT GRID 16.9 RAKE CHANNEL ATTACHMENT AT 10'-0' OVERHANG 1. TOP AND BOTTOM MUST BE BOLTS TO PURLINS & EAVE STRUT 2. FIELD DRILL HOLES FOR ATTACHMENT AT OVERHANG AS REO'D 3. THIN HEAD BOLTS PROVIDED AT TOP AND BOTTOM (096636 BOLTS AND 095032 NUTS. 0 0 L NbMSION N0. 1 REVISION N0. 2 :WLER BUILDER: PROJECT: PRODUCT OF THEDAME —, BUILDING ORDER DESCRIPTION: DRAWING TITLE 124X128X24 LRF 1:12 ROOF DRW: BAYS ENG: CMSORIANO CNK: ABI DAME z—s-10 DRAWING NUMBER: REV• — UNIT 2 20# LL + 5#CLL SECONDARY STRUCTURAL t>9. 9U118(11 muf8C�I�IflQ NORTH VALLEY BUILDINGSBUILDRITE ORDER ENGINEERING CHICO, CACHICO, CA 85 MPH EXP C; CBC 07 FRAMING PLAN09-173921-04 00 N „� � BkwftDeBu0d mNorth M1eft Inc, SYSTEM Ss=64, S1=26; SITE D FLANGE, UP 4 1 - RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH I FLANGE I UP I THICKNESS RADIUS LS ES P 9.5X.096 540515 9 1/2' 3 1/2' 1 1/6' .096' 5/16' 9.5'ES EXT 1:12LOW X95.5 540399 b 13/16 2.7/6' 1 1 .110' 1/4' FLAN /' GA RADIUS THICKNESS Z — SECTION DESIGN INFORMATION A325T PART DEPTH FLANGE UP I THICKNESS RADIUS jPU 9.5X.060 2CP 530933 9 1/2' 2 3/4' 1 1/16' .060' 1/4' 9.5X.067 2CP 530934 9 1/2' 2 3/4' 1 1/16' .067' 1/4 9.5X.077 4CP 530941 9 1/2' 2 3/4' 1 1/16' .077 1/4' PUR U 9.5X.082 2CP 530936 9 1/2' 2 3/4' 1 1/8' .082' 1/4' PUR EXT .110X9 -1/2X86-3/4 530190 19 1/2'12 3/16' .110' 1 1/4' V N n O 4J �E dig jai PURU - i � P �s43D29) ROOFBEAMO ml- HEAVY HEX. NUT�(09 0130�D au i a oa Tau roar PURUN CONNECTION TO ENDWALL ROOF BEAM PURU (BLIMP SPAN; ROOF B DETAIL F102 CUP (543029) PURUNNUOUS J ROOF BEAM USE (6) 1/2' X 2' A325T HI -STRENGTH BOLT 1/2" HEAVY HEX NUT (095230)D REINFORCING PLATE (543041) e r i e � i r e r�i 6 A EAVE STRUT , 1 USE (6) 5/8' X 1 1/2' A325T HI -STRENGTH BOLT (097281) AND 5/8' HEAVY HEX. NUT (095233) ` EAVE STRUT ROOF BEAM OR VERTICAL SPLICE COLUMN SAVE STRUT CONNECTION TO INTERIM. FRAME `DETAIL F125 SIRUP CONNECTION AY � PURUN C (SIMPLE SPAN) I / ' 543029) ROOF BEAM-% / FAVE STRUT 10'-0' 0 FIELD OR HOLES R F112 LCONTINUOUS I PURLFI US SPAN 9 1/2' PURUN LAP ATE BAY STRUCTURAL CONNECTION M-40'i11•BOLT /2- A325T ((697281) AND 5/8' HEAVY HEX. NUT (095233) IL F128 EAVE STRUT CONN. TO INT. FRAME ENDWALL DETAIL - DETAIL FSS( J PURUN A325T I `USE (t) t USES (3) 1/2' X 2' HI- iTiENGTH BOLT 097280) AND N (09x6-1/4' (ROP PIN (097SS6) (IYP. PER EACH END) 1 /2' HEAVY HBO. (095230) DETAIL F124 FAKE STRUT CONNECTION TO INTERM. FRAME e. om F391 SINGLE SIMPLE SPAN PURUN CONNECTION SINGLE CHANNEL PURUN BRACE rDETAIL F538 m ENDING AT PURUN WEB LOCATION BEND TABS TOWARD EAVE STRUT WEB AND USE (2) SEND TABS TOWARD RAVE STRUT WEB AND USE (2) SEE 11/32' ■ 7/8' Y-45 CRAY DETAIL F551 SCRUBOLT (997351 AND 11/32' y 7/8' T-45 CRAY SCRUBOLT (997351) AND FOR PURI1N BRACE SCRUSOLT NUT (097267) SCRUBOLT NUT (09'7267) DGGENRID CONNECTION (HEAD FBOIXVY�N (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) SEE CHANNEL FSSI OF C CHANNELRLINN BRACE `PURUN BRACE � IX1N PUMIN CONTINUOUS PURUNN ROOF BEAIE (6)1/Y %2' 1257 HI-STRENGTH197280) AND 1/2' ��Y�'NUT rem CONTINUOUS SPAN PURUN CONNE( DETAIL F115 END SAY 9 1/2 ' PURUN LAP - STRUT COIOL HAVE STRUT "^" I— o ^ GABLE ANGLE AIL F171 ENDKALL OVERHANG -FIELD CHANNEL -1 PURUN )RACE X PURUN G lzSi)tbN5G1 N BOLT r(72B1) MID 5/8' HEAVY HDL Nl)f (095'133) ]_ r- EAVE STRUT EAVE STRUT EAVE STRUT - FIELD DRILL 11/16' H(701'PICAL) EAVE STRnCOLUMN USE 74))5/8' X 1 1A325YN))I-STRENCTI HEAVYBHbC�(NUT/8•(095233)E STRUT OR PUCE r u®m in om EAVE STRUT CONNECTION TO ENDWALL FRAME DETAIL F253 STRUT CONNECTION Nom° CHANNEL 1. SEE CHART FOR RIDGE BRACE PURLIN Ila /SSEIISLY SELECTION.I ��-lll BRACE II 2 NEST CHANNELS TO ALIGN 5' a `NEST II 1 SPACING BETWEEN HOLES AND USE DROP PINS TO SECURE AND SECTION ROTATE FIELD BEND TABS ON CHANNEL PROOF BEAM OR RIDGE BRACE ASSEMBLY TO VERTICIL SPLICE COLUMN m DETAIL F124 FAKE STRUT CONNECTION TO INTERM. FRAME REINFORCING PLATE (543375) EAVE STRUT - FIELD DRILL 11/16' H(701'PICAL) EAVE STRnCOLUMN USE 74))5/8' X 1 1A325YN))I-STRENCTI HEAVYBHbC�(NUT/8•(095233)E STRUT OR PUCE r u®m in om EAVE STRUT CONNECTION TO ENDWALL FRAME DETAIL F253 STRUT CONNECTION Nom° CHANNEL 1. SEE CHART FOR RIDGE BRACE PURLIN Ila /SSEIISLY SELECTION.I ��-lll BRACE II 2 NEST CHANNELS TO ALIGN 5' a `NEST II 1 SPACING BETWEEN HOLES AND USE DROP PINS TO SECURE AND SECTION ROTATE Vj SAVE STRUT SAVE STRUT C�� NUSME UTS((095032) BRACE ASSY. USE (4) 1/2' NIX EAVE PURLIN NUTS (095032) PURUN BRACE ASSY. PURUN r r PURUN BRACE r°m r ' PURUN BRACE AT EAVE-TOP PURUN FIANCE AT INTERIOR LOCATION F549 u AT EAVE-TOP PURUN RANGE AWAY FROM STRUCT. LINE DETAIL FS49X REVISION N0. 1 REVISION N0. 2 �/� PRODUCT OF THE BUILDER: PROJECT:7CA BUILDING ORDER DESCRIPTION: DRAWING TITLE. ORW: BAY S ENG: CMSORUW0 RITE: A WLER PRO 124X128X24 LRF 1:12 ROOF CHK: ABI DATE. 2-5-10 ® �® NORTH VALLEY BUILDINGS BUILDRITE —20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER RLY• NXwWN BUtM811ufa*" ORDER ENGINEERING CHICO, CA CHICO,85 MPH EXPC; CBC 07 DETAIL SHEET �r. ek,060op BundUp�NadhAMWIM le SYSTEM Ss=64, S1=26; SITED p09 -173921-04A 00 FIELD BEND TABS ON CHANNEL RIDGE BRACE ASSEMBLY TO ALIGN WIT( HOLESIN CHANNEL PURUN BRACE qpu- DGGENRID BRACE ASSEMBLYIN L USE (1 1/4' X 6-1/4' DROP PIN (087856) EACH END) USE (2� 1/4' X B-1 DROP INS (OB'556) (TYPJ (TYP. PER PURUN BRACE°® CHANNEL RIDGE BRACE ASSEMBU rDETAIL E LOCATION F544 SINGLE BRACE AT SYMMETRICAL RIDGE Vj SAVE STRUT SAVE STRUT C�� NUSME UTS((095032) BRACE ASSY. USE (4) 1/2' NIX EAVE PURLIN NUTS (095032) PURUN BRACE ASSY. PURUN r r PURUN BRACE r°m r ' PURUN BRACE AT EAVE-TOP PURUN FIANCE AT INTERIOR LOCATION F549 u AT EAVE-TOP PURUN RANGE AWAY FROM STRUCT. LINE DETAIL FS49X REVISION N0. 1 REVISION N0. 2 �/� PRODUCT OF THE BUILDER: PROJECT:7CA BUILDING ORDER DESCRIPTION: DRAWING TITLE. ORW: BAY S ENG: CMSORUW0 RITE: A WLER PRO 124X128X24 LRF 1:12 ROOF CHK: ABI DATE. 2-5-10 ® �® NORTH VALLEY BUILDINGS BUILDRITE —20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER RLY• NXwWN BUtM811ufa*" ORDER ENGINEERING CHICO, CA CHICO,85 MPH EXPC; CBC 07 DETAIL SHEET �r. ek,060op BundUp�NadhAMWIM le SYSTEM Ss=64, S1=26; SITED p09 -173921-04A 00 /- FIELD DRILL 9/16' — HOLES FOR CONN. TYP. FIELD DRILL9/16 J HOLES FOR &NN. �J 0 11 QTY o m PART LENGTH WRK Q 508 70 I io I0 0 9'-2 1/4" ^ 1 fV O 0550303 102-2 8'-6 1 4' a 9 GIRT UP 9.5X.077 0550324 205-2 FIELD DRILL9/16 J HOLES FOR &NN. FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 5273 15283 • cbo7 coos c2s2r io 2-5271 328 cA2a o009 oboe c2s2r 526 FOR BASE ANGLE ` INSTALLATION SEE DRAWINGS 1081505 AND 1081506 12 I /THIS WALL IS /OPEN TO BMC #173920 10._O.124'-0' CANOPY) A F.9G& FRONT EW STRUCTURAL ELEVATION AT GRID 15.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 1r— - G007 - 327 G008 528 C'10.'1Y I � I 12 7 7,7 T/ FRONT EW STRUCTURAL ELEVATION AT GRID 16.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 12 REVISION NO. 2 0 I PART SCHEDULE 11 QTY o PART NUMBER PART LENGTH WRK Q 508 70 I GIRT UP 9.5X.060 I0 0 9'-2 1/4" ^ 1 fV O 0550303 102-2 8'-6 1 4' a 9 GIRT UP 9.5X.077 0550324 205-2 17 -1 1 4' 510 3 GIRT UP 9.5X.082 0550325 217-2 N N 515 1 I � v 0550326 194-2 16'-2 1/4" I 1 GIRT UP 9.5X.096 IN m1 15'-6 1/4- 4'516 516 01 GIRT UP 9.5X.096 0550326 229-2 n 526 6 GIRT UP 9.5X.096 0550326 279-2 23'-3 I 4" g 6 GIRT UP 9.5X.096 0€ - 24--1 1 2' 2 o �m GIRT UP 9.5X.096 0550326 267-2 N / 2 2 N 0550326 274-5 REVISION NO. A U n I�IE: 1. REVISED AS LAYOUT 0550303 111-2 8 14 09 GRID 18.9 i CEE , UP 9.5X.096 0702273 257-3 21-5 3 8' @ II C. Ec CMS gg � er FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 5273 15283 • cbo7 coos c2s2r io 2-5271 328 cA2a o009 oboe c2s2r 526 FOR BASE ANGLE ` INSTALLATION SEE DRAWINGS 1081505 AND 1081506 12 I /THIS WALL IS /OPEN TO BMC #173920 10._O.124'-0' CANOPY) A F.9G& FRONT EW STRUCTURAL ELEVATION AT GRID 15.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 1r— - G007 - 327 G008 528 C'10.'1Y I � I 12 7 7,7 T/ FRONT EW STRUCTURAL ELEVATION AT GRID 16.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 12 REVISION NO. 2 STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN PLUGS (097229). WSO010 THISUNITHAS AN OV(�EARDHEAD DOOR REQUIRINGERS TOGETHER WITH ?2A, A DOUBLE 'C'/HEADER. 13OLT THE TWO - &'HW 9 085) AND N HOLES ARE 50 2) ON PROVI� p ROX MAIN SS -0" CENTERS. BOLTS . FIELD LOCATE 9/16' DLA HOLES AS REQUIRED. WS0011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE. WS0023 I M P O R T A N T REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 I M P O R T A N T �gaaa�saq�� WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE, THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. REAR EW STRUCTURAL ELEVATION AT GRID 21.1 PART SCHEDULE 11 QTY PART NAME PART NUMBER PART LENGTH WRK Q 508 1 GIRT UP 9.5X.060 0550303 110-2 9'-2 1/4" 124X128X24 LRF 1:12 5#CLL 1 GIRT UP 9.5X.080 0550303 102-2 8'-6 1 4' 509 9 GIRT UP 9.5X.077 0550324 205-2 17 -1 1 4' 510 3 GIRT UP 9.5X.082 0550325 217-2 18'-1 1 4' 515 1 GIRT UP 9.5X.096 0550326 194-2 16'-2 1/4" 15 1 GIRT UP 9.5X.096 0550326 186-2 15'-6 1/4- 4'516 516 3 GIRT UP 9.5X.096 0550326 229-2 19'-1 1 4' 526 6 GIRT UP 9.5X.096 0550326 279-2 23'-3 I 4" 527 6 GIRT UP 9.5X.096 0550326 289-4 24--1 1 2' 2 2 GIRT UP 9.5X.096 0550326 267-2 22'-3 1/4- 2 2 GIRT UP 9.5X.096 0550326 274-5 22 -10 5 8 528 2 1 GIRT UP 9.5X.060 0550303 111-2 9"1 4 529 i CEE , UP 9.5X.096 0702273 257-3 21-5 3 8' STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP -IN PLUGS (097229). WSO010 THISUNITHAS AN OV(�EARDHEAD DOOR REQUIRINGERS TOGETHER WITH ?2A, A DOUBLE 'C'/HEADER. 13OLT THE TWO - &'HW 9 085) AND N HOLES ARE 50 2) ON PROVI� p ROX MAIN SS -0" CENTERS. BOLTS . FIELD LOCATE 9/16' DLA HOLES AS REQUIRED. WS0011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE. WS0023 I M P O R T A N T REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 I M P O R T A N T �gaaa�saq�� WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE, THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. REAR EW STRUCTURAL ELEVATION AT GRID 21.1 BUILDER: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: BAY S ENG: CMSORIANO B�J'TLER ® PRODUCT OF THE —� rPR-OJECT. 124X128X24 LRF 1:12 5#CLL WALL SECONDARY STRUCTURAL CHIC ABI DATE: 2-5-10 DRAWING NUMBER:&ftManufadit �® NORTH VALLEY BUILDING E — UNIT 2 20# LL + ORDER ENGINEERING CHICO, CACO, CA 85 MPH EXP C; CBC 07 ELEVATION D09-173921-05 A Blue8ropegDOm sNorth ARLerhAMo. SYSTEM Ss=64, S1=26; SITE D 0 520 \ 519 / 512 511 / 0009 C008 \X/ 0009 6008 G252W 0 ao / 520 / 519 \ 512 511 I m 6009 0009 / 0009 GT32W / I / \ CLOSE-UP ^ NO. 1 FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 G247 6247 0247 0247 (±D dD 19 20 RIGHT SW STRUCTURAL ELEVATION AT GRID L PART SCHEDULE [ ] OTY PART NAME PART NUMBER I PART LENGTH I W LD Q IMPORTANT NOTE '.FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. LEFT SW STRUCTURAL ELEVATION AT GRID A C 514 N n / , •aD I I /' /U 514 V m / iD I I TT FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 <G247 ,0 6' FRAME 28'-0' 26'-0' 28'-0' 20'-0' 27•_6• 6' g c 128'-0' C-4 21.1 20 19 (jD 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 09 ' o 'Co a� BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE ORW: BAY S ENG: CMSORIANO T OF THE `o a REVJSION N0. t REVISION N0. 2 PRODUCT �� a,E MTE• J SUTLER 124X128X24 LRF 1:12 WALL SECONDARY CHK: ABI DATE 2 -5 -to NORTH VALLEY BUILDINGS BUILDRITE - UNIT 2 20# LL + 5#CLL STRUCTURAL 161 DRAWING NUMBER REV. Mmu9 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION 0 01ma0 a�9n BkmftpeBuff&wNorthAmeftbe. SYSTEM Ss=64, S1=26; SITED 09-173921-05A 00 FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 5'-9 9/32' B = 13'-5 1/16- 2 X001 A = 6'-2 3/8' B = 12'-10 7/8' 4 X001 A = 8'-0 21/32' B = 17'-0 19/32' 5 X001 A = 7'-8 7/16' 8 - 17'-4 13/16' IMPORTANT NOTE '.FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. LEFT SW STRUCTURAL ELEVATION AT GRID A C 514 N n / , •aD I I /' /U 514 V m / iD I I TT FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 <G247 ,0 6' FRAME 28'-0' 26'-0' 28'-0' 20'-0' 27•_6• 6' g c 128'-0' C-4 21.1 20 19 (jD 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 09 ' o 'Co a� BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE ORW: BAY S ENG: CMSORIANO T OF THE `o a REVJSION N0. t REVISION N0. 2 PRODUCT �� a,E MTE• J SUTLER 124X128X24 LRF 1:12 WALL SECONDARY CHK: ABI DATE 2 -5 -to NORTH VALLEY BUILDINGS BUILDRITE - UNIT 2 20# LL + 5#CLL STRUCTURAL 161 DRAWING NUMBER REV. Mmu9 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION 0 01ma0 a�9n BkmftpeBuff&wNorthAmeftbe. SYSTEM Ss=64, S1=26; SITED 09-173921-05A 00 IE • FLANGE� 4 U RADIUS o THICKNESS C — SECTION DESIGN INFORMATION 1 i 1 1/2' •- --- PART DEPTH FLANGE UP I THICKNESS RADIUS 9' DOOR HEADER V/ 580284 9' 3 1/2' 3/4' .081' 5/16' 9' DOOR POST V/L 580282 9' 3 1/2' 3/4' .081' 5/16' SLIDE DOOR HEADER 239-1/2 580628 8' 3 1/2' 1 3/8' .096 5/16' SLIDE DOOR HEADER 359-1/2 580630 8' 3 1/2' 1 3/8' .113' 5/16' FLANGA RADIUs THICKNESS Z — SECTION DESIGN INFORMATION 1 i 1 1/2' •- --- PART DEPTH FLANGE UP THICKNESS RADIUS GIRT UP 9.5X.060 550303 9 1/2' 2 3/4' 1 1/16' .060' 1/4' GIRT UP 9.5X.077 550324 9 1/2' 2 3/4' 1 1/16' .077' 1/4' GIRT UP 9.5X.082 550325 9 1/2' 2 3/4' 1 1/8' .082' 1/4' GIRT UP 9.51.096 550326 9 1/2' 2 3/4' 1 3/16' .096' 1/4' 2 0 JICANOPY BEAM FIELDDRILL 11/16' IN GIRT UP AS CU CUP(HR3752) CU (HR3752 RTITION WALL POSE PARTITIO(�� g [3 HI -STRENGTH/BBOLT 09�7b17 ANp 5/8' HEAVY HEX. (095233) DETAIL EA16X PARTITION WALL POST TO CANOPY CONNECT nrE P DOUBLE 'C' J `PANEL HOLES HEADER THESE FLANGES NOTES: 1. FIELD CUT DOUBLE 'C' HEADER AND LOCATE 9/16' DIA HOLES AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. a ® n DOUBLE 'C' HEADER a 1 0 I COLUMN OR POST — V I L FIELD LOCATE 9/16' J \• DIA HOLES IN WEB USE (6) 1/2' X 2' A325T CLP HI -STRENGTH BOLT 097280)) AND (543046) 1/2' HEAVY HEX. NUT (0951J0) DOUBLE 'C' HEADER TO COLUMN 7.0 TWD HEADER CONNECTION APPROX 1/2'FIELDCUTE ARD D COILMNFLANGEI rc 1/2' FIELD CUT + COLUMN AROUND GIRT I COLUMN FRAME FIANCE DOUBLE C' HEADER SIDEWALL OR ENDWALL Garr DETAIL X027 FIELD WORK DOUBLE C HEADER DETAIL G248 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE FIELD LOCATE 9/16' DIA HOLES W DOUBLE 'C' HEADER � DOUBLE 'C' HEADER CLIP (543025) DOOR POST DOOR WIDTH USE HEK B(1LT/(095081.)1/AND 1/2' HEX. NUT (095032) ao� DETAIL D005 DOOR POST TO DOUBLE 'C' HEADER 9' DOOR '41 DETAIL LEC D CLIPOWN (543164) (81 %4 GIRT (3 (131 WASHER )ACK-UPWA 1I (543316) I 5� I� .I I •�\ I (AT /BY BNC� CUP (543316) CONNECTION TOP MEMBER BOTH INSIDE AND OUTSIDE r USE HE (BOLT/(09506.5) /Alm 1/2' HEX. NUT (081.032) 1 i 1 1/2' •- --- INTERFERE WITH THECOLUMN RADIUS FLANGES. FIELD NOTCH GIRTS GIRT CUTTING DETAIL AS REQUIRED. • FIELD NOTCH GIRT DETAIL G019 COLUMN FLANGES WIDER THAN 10' DETAIL X027 FIELD WORK DOUBLE C HEADER DETAIL G248 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE FIELD LOCATE 9/16' DIA HOLES W DOUBLE 'C' HEADER � DOUBLE 'C' HEADER CLIP (543025) DOOR POST DOOR WIDTH USE HEK B(1LT/(095081.)1/AND 1/2' HEX. NUT (095032) ao� DETAIL D005 DOOR POST TO DOUBLE 'C' HEADER 9' DOOR '41 DETAIL LEC D CLIPOWN (543164) (81 %4 GIRT (3 (131 WASHER )ACK-UPWA 1I (543316) I 5� I� .I I •�\ I (AT /BY BNC� CUP (543316) CONNECTION TOP MEMBER SAG STRAP r USE HE (BOLT/(09506.5) /Alm 1/2' HEX. NUT (081.032) 1 i 1 WP (5)801 J2) 1 1 � CiRf 1 o j FASTENER R 11 1 Lz ANGLE It.— L SIDEWALL OR ENOWALL A SAG STRAP IS FURNISHED 20' LONG AND MUST BE FIELD CUT TO LENGTH REQUIRED. 1/2' H (O9$03µ) ATTACH SAG STRAP TO THE GIRT WITH SELF BLOC. WIDTH DRILLING SCREW 097216. SPLICE SAO STRAPS AT GIRT LOCATIONS IF NECESSARY. Z -GIRT bfOWN. ALSO APPLICABLE TO C -GIRT. OR IENCTN SAG STRAP TO GIRT CONNECTION DETAIL X027 FIELD WORK DOUBLE C HEADER DETAIL G248 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE FIELD LOCATE 9/16' DIA HOLES W DOUBLE 'C' HEADER � DOUBLE 'C' HEADER CLIP (543025) DOOR POST DOOR WIDTH USE HEK B(1LT/(095081.)1/AND 1/2' HEX. NUT (095032) ao� DETAIL D005 DOOR POST TO DOUBLE 'C' HEADER 9' DOOR '41 DETAIL LEC D CLIPOWN (543164) (81 %4 GIRT (3 (131 WASHER )ACK-UPWA 1I (543316) I 5� I� .I I •�\ I (AT /BY BNC� CUP (543316) CONNECTION TOP MEMBER SIDEWALL CUP (543164) r USE HE (BOLT/(09506.5) /Alm 1/2' HEX. NUT (081.032) DOWN COLUMN ORM WP (5)801 J2) F � it GIRT I FlU TO A I H' I ' II 1/4' MAX. DLI' aBASE 11 1 Lz ANGLE It.— L FRAME A HEX NUT 1/2' H (O9$03µ) BLOC. WIDTH OR IENCTN 1 I CORRECT ALIGNMENT MIS -ALIGNMENT (AVOID THESE CONDITIONS) (Z-GBIIS SHOWN, ALSO APPLICABLE TO C-GIRTS) DETAIL G047 • SECONDARY STRUCTURAL ALIGNMENT EAVE STRUT IER ATTACH SAG STRAP TO THE EAVE STRUT WITH SELF DRILLING SCREW 097216. DETAIL G250 SAG STRAP TO EAVE STRUT CONNECTION BUILDER: I PROJECT: IN1E: B�MER —, DRAB, ® i�l® NORTH VALLEY BUILDING S Buft(+1�11Ui(k"�y. ORDER ENGINEERING CHICO, CA IM. oHEo® Im Bh*Soops Bu0W18p North MroTkm W_ SYSTEM FIELD LOCATE 9/16' DIA HOLES IN DOOR POST SIDEWALL CUP (543164) r USE HE (BOLT/(09506.5) /Alm 1/2' HEX. NUT (081.032) DOWN COLUMN ORM WP (5)801 J2) tV 1' INNUSE (HO. 1BOLT (086 1/ AND 1/2' HEX. NUT (085032) GIR L COLUMN OR POST DOOR HEADER DOOR POST DOOR HEADER TO DOOR POST 1 FRAME USE (6) 1/2' X 1 1/4' HEX BOLT (095085) AND 1/2' HEX. NUT (085032) G006 • DOUBLE GIRT TO COLUMN CONNECTION USE CUP AS TEMPLATE FIELD DRILL 9/16' HOLES GIRT AND POST FIELD LOCATE 9/16' -J `\ DIA EB HOLES IN W • I USE ((4) 1/2' X 2' A325T • + M-STREIRCTI BOLT (097280 AND 1/2' HEAVY HEX NUT (0950 CUP (543049) DOUBLE 'C' HEADER TO COLUMN OR POST DETAIL D011 ONE HEADER CONNECTION SIDEWALL CUP (543164) (p) USETHIN DOWN COLUMN ORM 4)__ ENDWALL POST OUSE(2) GIR L JjLEG DETAIL ----- - - Y+--- --- FRAME A 1 FRAME USE (6) 1/2' X 1 1/4' HEX BOLT (095085) AND 1/2' HEX. NUT (085032) G006 • DOUBLE GIRT TO COLUMN CONNECTION USE CUP AS TEMPLATE FIELD DRILL 9/16' HOLES GIRT AND POST FIELD LOCATE 9/16' -J `\ DIA EB HOLES IN W • I USE ((4) 1/2' X 2' A325T • + M-STREIRCTI BOLT (097280 AND 1/2' HEAVY HEX NUT (0950 CUP (543049) DOUBLE 'C' HEADER TO COLUMN OR POST DETAIL D011 ONE HEADER CONNECTION USE (4 1/2' X 1 1/4' HEX BbLT (095085) AND 1/2' HIX. NUT (095032) DETAIL G007 SINGLE GIRT TO COLUMN CONNECTION FOR STRAP CONNECTION SEE DETAIL (TYP•) _ 9' DOOR POST SIDEWALL CUP (543164) (p) USETHIN DOWN COLUMN ORM ENDWALL POST OUSE(2) GIR JjLEG DETAIL ----- - - Y+--- --- 1-1/4' FRAME USE (4 1/2' X 1 1/4' HEX BbLT (095085) AND 1/2' HIX. NUT (095032) DETAIL G007 SINGLE GIRT TO COLUMN CONNECTION FOR STRAP CONNECTION SEE DETAIL (TYP•) _ 9' DOOR POST (p) USETHIN BMT ) N/D AND J2)HEX. (Uf6 OUSE(2) FOR STRAP CONNECT NOSEE DETAIL G248 1-1/4' C".) CUPIFS. OOWNt �) HEX NUT 1/2' H (O9$03µ) DETAIL 6223X SINGLE GIRT TO DOOR POST CONNECTION GIRT LENGTH 'B' 'A' ----------------------------- —441— GIRT PANEL HOLES THIS FLANGE NOTES: 1. FIELD LOCATE 1' DIA X 2' SLOTS AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS SIDEWALL INSTALL (3) ROWS OF SAG STRAPS IN EACH SIDEWALL BAY. ACTUAL NUMBER OF ROWS OF GIRTS MAY VARY. DETAIL G247 I SAG STRAP PLACEMENT IN THE SIDEWALL DETAIL X001 IFIELD SLOT SIDEWALL GIRT FOR BRACE ROD BUILDING ORDER DESCRIPTION: DRAWING TRLE: 124X128X24 LRF 1:12 1 WALL SECONDARY BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL ELEVATION CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE D ORW- BAYS I ENG CMSORIAN0 CHK: ABI DATE: 2 -5 - DRAWING NUMBER: REV. D09 -173921-05C 1 00 PANELS PROVIDED LONG TO BE FIELD WORK BY BLOR / $-- La wil it 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 1 1 1 01 1 F.9 \—DOOR POST PANEL TO STRUgTURAL FASTENER, 2'-6 O.C. A FIELD DRILL HOLES. PANEL TO PANE ELD NDRILL HOLES. C R I / \-CORNER TRIM (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL CUSTOM CONDITION BR II PANEL PANEL TO PANE6 ASTENER, 2'-6 O.C. FIELD DRILL HOLES. IZZ I / `CORNER TRIM �) (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL STANDARD CONDITION FIELD WORK WALL PANELS OPEN TO NON—BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 15.9 FIELD CUT BR II PANEL - HERE ETaL N50zx OPEN TO NON—BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 16.9 INTERIOR LINER WALL PANEL HERD CUT BR II PANEL I PANEL TO PANE(, FASTENER, 2'-0 O.C. r017470) R12 —0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM STANDARD CONDITION [CONTINUATION OF WALL PANEL FIELD WORK AROUND GIRTS (GIRTS OMIT FOR DWG CLARITY) PANEL TPANE FASTENERR , 2'-0 O.C. I SIDE CORNER TRIM 007470) 12 —0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM CUSTOM CONDITION REVISION NO. 1 I REVISION NO. 2 I I WALL PANEL SCHEDULE ID QTY. PART NUMBER EXT. INT. LENGTH SUFF. SUFF. DESCRIPTION W001 40 0027090 ' 290-0 BRIT MT SOLAR WH W002 3 0027093 105 121-1 I I W004 6 � I 287-5 BRIT SO SOLAR WH WDO5 2 0027463 105 290-5 BR11 SQ SOLAR WH W006 2 0027463 105 293-5 BRIT SO SOLAR WH W007 2 0027463 105 296-5 I W008 2 0027463 105 299-5 BRIT SQ SOLAR WH W009 2 0027463 105 302-5 BRIT SQ SOLAR WH WO10 2 0027463 105 305-5 BRIT SQ SOLAR WH W011 2 0027463 105 308-5 BRIT SQ SOLAR WH W012 2 0027463 I 311-5 BRII SQ SOLAR WH W013 2 0027463 105 314-5 BRIT SQ SOLAR WH W014 2 '� m 1 1 317-5 BRIT SQ SOLAR WH W015 2 0027463 105 320-5 BRIT SO SOLAR WH W016 2 � 105 1 1 323-5 BRIT SQ SOLAR WH W017 2 0027463 105 m a n• 2 0027463 105 �� BRIT SQ SOLAR WH i 3� 0027463 3 Qs � i 2 0027463 105 335-5 BRIT SQ SOLAR WH W021 2 0027463 105 337-5 BRI] SQ SOLAR WH W022 2 0027463 105 338-5 BRIT SO SOLAR WH W023 2 1 0027463 105 340-5 BRIT SQ SOLAR WH W024 210027463 1D5 341-5 BRIT SQ SOLAR WH W025 2027463 105 343-5 BRIT SQ SOLAR WH W026 2027463 105344-5 BRII SQ SOLAR WH W027 2027463 105 346-5 BRII SQ SOLAR WH W028 2027463 z I 347-5 BRII SQ SOLAR WH t I U I I La wil it 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 1 1 1 01 1 F.9 \—DOOR POST PANEL TO STRUgTURAL FASTENER, 2'-6 O.C. A FIELD DRILL HOLES. PANEL TO PANE ELD NDRILL HOLES. C R I / \-CORNER TRIM (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL CUSTOM CONDITION BR II PANEL PANEL TO PANE6 ASTENER, 2'-6 O.C. FIELD DRILL HOLES. IZZ I / `CORNER TRIM �) (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL STANDARD CONDITION FIELD WORK WALL PANELS OPEN TO NON—BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 15.9 FIELD CUT BR II PANEL - HERE ETaL N50zx OPEN TO NON—BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 16.9 INTERIOR LINER WALL PANEL HERD CUT BR II PANEL I PANEL TO PANE(, FASTENER, 2'-0 O.C. r017470) R12 —0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM STANDARD CONDITION [CONTINUATION OF WALL PANEL FIELD WORK AROUND GIRTS (GIRTS OMIT FOR DWG CLARITY) PANEL TPANE FASTENERR , 2'-0 O.C. I SIDE CORNER TRIM 007470) 12 —0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM CUSTOM CONDITION REVISION NO. 1 I REVISION NO. 2 STANDARD NOTES: WPOO10 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 TORX BRRII ALLFPOREEL NG SCREW) FASTENERS ARE 097364 (1/4 X 3/4 T-30 WP0019 ?,R,11/WALL 7%8ET-4.5 TORR SC BOLT)/�E FASTENERS ARE 097361 WP0028 (FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DWGS ----------------------------------------------- 104217 — GENERAL PANELING INFORMATION 105017 — INSULATION AT TOP OF WALL—SIDEWALL 105018 — INSULATION AT TOP OF WALL—ENDWALL 1080854 — WALL PANEL LENGTH CALCULATIONS 1080873 — GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLE:RIB II WALL PANEL IS LEFT—TO—RIGHT. IMPORTANT APPEARANCE ITEM N•pnt�tt•M��tt�� FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BOIRXWALLFPDRRL TO—GIRT SCREW �� ARE 097365 0112 X 1 1/4" T-30 IMPORTANT NOTE 1. BLDR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WILL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. RIGHT SIDEWALL PANELING ELEVATION AT GRID L PRODUCT OF THE BUILDER: PROJECP BUILDING ORDER DESCRIPDON: DRAWING TIRE: B{1TLE/? 124X128X24 LRF 1:12 �,s�,, O ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL WALL PANEL wdwma1 '�"" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 8kmftpeButl1911pNorth ATT1er1Q0 kw. SYSTEM I I I Ss=64, S1=26; SITE D ORW- BAYS I ENG: CMSORIAN0 CHK: ABI I DATE 2-5-10 DRAWING NUMBER: REV. D 09-173921-06 00 WALL PANEL SCHEDULE ID QTY. PART NUMBER EXT. INT. LENGTH SUFF. SUFF. DESCRIPTION W001 40 0027090 105 290-0 BRIT MT SOLAR WH W002 3 0027093 105 121-1 BRIT HDR MT SOLAR WH W004 6 0027463 105 287-5 BRIT SO SOLAR WH WDO5 2 0027463 105 290-5 BR11 SQ SOLAR WH W006 2 0027463 105 293-5 BRIT SO SOLAR WH W007 2 0027463 105 296-5 BRIT SQ SOLAR WH W008 2 0027463 105 299-5 BRIT SQ SOLAR WH W009 2 0027463 105 302-5 BRIT SQ SOLAR WH WO10 2 0027463 105 305-5 BRIT SQ SOLAR WH W011 2 0027463 105 308-5 BRIT SQ SOLAR WH W012 2 0027463 105 311-5 BRII SQ SOLAR WH W013 2 0027463 105 314-5 BRIT SQ SOLAR WH W014 2 1 0027463 105 1 1 317-5 BRIT SQ SOLAR WH W015 2 0027463 105 320-5 BRIT SO SOLAR WH W016 2 1 0027463 105 1 1 323-5 BRIT SQ SOLAR WH W017 2 0027463 105 326-5 BRIT SQ SOLAR WH W018 2 0027463 105 329-5 BRIT SQ SOLAR WH W019 2 0027463 105 332-5 BRIT SQ SOLAR WH W020 2 0027463 105 335-5 BRIT SQ SOLAR WH W021 2 0027463 105 337-5 BRI] SQ SOLAR WH W022 2 0027463 105 338-5 BRIT SO SOLAR WH W023 2 1 0027463 105 340-5 BRIT SQ SOLAR WH W024 210027463 1D5 341-5 BRIT SQ SOLAR WH W025 2027463 105 343-5 BRIT SQ SOLAR WH W026 2027463 105344-5 BRII SQ SOLAR WH W027 2027463 105 346-5 BRII SQ SOLAR WH W028 2027463 105 347-5 BRII SQ SOLAR WH STANDARD NOTES: WPOO10 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 TORX BRRII ALLFPOREEL NG SCREW) FASTENERS ARE 097364 (1/4 X 3/4 T-30 WP0019 ?,R,11/WALL 7%8ET-4.5 TORR SC BOLT)/�E FASTENERS ARE 097361 WP0028 (FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DWGS ----------------------------------------------- 104217 — GENERAL PANELING INFORMATION 105017 — INSULATION AT TOP OF WALL—SIDEWALL 105018 — INSULATION AT TOP OF WALL—ENDWALL 1080854 — WALL PANEL LENGTH CALCULATIONS 1080873 — GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLE:RIB II WALL PANEL IS LEFT—TO—RIGHT. IMPORTANT APPEARANCE ITEM N•pnt�tt•M��tt�� FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BOIRXWALLFPDRRL TO—GIRT SCREW �� ARE 097365 0112 X 1 1/4" T-30 IMPORTANT NOTE 1. BLDR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WILL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. RIGHT SIDEWALL PANELING ELEVATION AT GRID L PRODUCT OF THE BUILDER: PROJECP BUILDING ORDER DESCRIPDON: DRAWING TIRE: B{1TLE/? 124X128X24 LRF 1:12 �,s�,, O ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL WALL PANEL wdwma1 '�"" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 8kmftpeButl1911pNorth ATT1er1Q0 kw. SYSTEM I I I Ss=64, S1=26; SITE D ORW- BAYS I ENG: CMSORIAN0 CHK: ABI I DATE 2-5-10 DRAWING NUMBER: REV. D 09-173921-06 00 E CORNER TRIM FEW PANEL WALL PANELS ELEVATION AT GRIDLINE F.9 WALL PANEL SCHEDULE WALL CLOSURE 630140 PROVIDED. . FIELD WORK WALL PANEL FIELD WORK AS REQUIRED DET. M059X AS REQUIRED BY BLDR . I I I V/z � I I DESCRIPTION gg ' 00 E dam/ E CORNER TRIM FEW PANEL WALL PANELS ELEVATION AT GRIDLINE F.9 WALL PANEL SCHEDULE ID I QTY. PART EXT. INT. NUMBER SUFF. SUFF. LENGTH DESCRIPTION W003 1 10 0027162 1 105 338-2 BRII SQ SW PNL 9 - 15.9 �rcn NO SOFFIT 17 18 19 20 21.1 �I�Ilgl�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� IDIQTY. Reg R99 1 128 1 0027938 1 339 120-0 1 BRII UNPN ROOF WS DRW: BAY S ENG: CMSORI/W0 R09 J73LPrLBR —� I RB8 124X128X24 LRF 1:12 WALL PANEL I I SOFFIT TRIM BY BLDR BOX OUT OVERHANG BEAMS DRAWING NUMBER: R99 OFFIT CHANGE DIRECTION S FFR; IM BY BLDR � e SOFFIT TIM BY BLDR 20# LL + 5#CLL Ase BuftMmufaclill g R99 CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING D09 -173921-06B ROB CRman Blue&opeBuNinpeNorth ARlerlos.hit R99 Ss=64, S1=26; SITED R99 R99 R99 NOTE: FM 1. BLDR TO BOX OUT ALL THE OVERHANG BEAMS R99 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS pgg 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS R98 RN FM ROOF PANEL SCHEDULE Reg Res IDIQTY. PART SUFE. LENGTH DESCRIPTION NUMBER R99 1 128 1 0027938 1 339 120-0 1 BRII UNPN ROOF WS j� SOFFIT PANELS LAYOUT R99 (BRII PANEL SOLAR WHITE) RN RO ROB / J Reg Ree R99 R� R89 RBB 390'-0' MATCH LINEAA SOFFIT PANEL AT RIDGE SOFFIT TRIM BY BLDR REVISION NO. 1REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRE DRW: BAY S ENG: CMSORI/W0 J73LPrLBR —� I I I 124X128X24 LRF 1:12 WALL PANEL I I CHK: ABI DATE: 2-5-10 DRAWING NUMBER: REV. � e NORTH VALLEY BUILDING S BUILDRITE – UNIT 2 20# LL + 5#CLL BuftMmufaclill g ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING D09 -173921-06B 00 CRman Blue&opeBuNinpeNorth ARlerlos.hit SYSTEM Ss=64, S1=26; SITED c > �l e � � .. ,� ..? c a f � « ' �� Of. PANEL TO PANEL BUTU7tIB II FASTENER, 2'-B' O.C. ROOF PANEL --BAY BLUE- — — — — ENDWALL TRIM (830308 SEE DWO. 1081166 WALL ADAPTER (630312) SEE DWG. 1081165 -BAY BLUE- TORX T-30 SELF-DRILUNC SCREW (097364) (2'-0' O.C.) ILPURUN OR SAVE STRUT WALL CLOSURE (� S431) EE ONG. 105098 -SOLAR WHITE- BUIIERIB II PANEL ENDWALL. NOTES: SEE EREC ION DRAWING 1081635 IF HIGH WIND GABLE TRIM CUPS ARE REQUIRED �" GABLE TRIM LEFT WITH BUTLERIB II R00 DETAIL K357 BUIIiRiB II WAIL PANEL W/CLASURE (<-1:12) 1/4'-14 z 1-1/4' SDS 097230-193 ' GABLE ANGLE EW. (520007) . K N A PURUN PANEL TO STRUCTURAL FIELD NOTCH GABLE FASTENER ANGLE & PANEL AT PURUN LOCATION PANEL TO STRUCTURAL LE ANGLE FASTENER 1.— LINER PANEL SECTION—A a 0®1 e.16T DETAIL N502X LINER PANEL TO TOP OF PURUNS TORR T-30 BRII ROOF SELF-DROLING SCREW (097365) (1 FT. O.C.) STANDARD WALL CLOSURE (FIELDt ERK AS REQUIRED REVISION NO. i • �TORX T-30 SELF -DRILLING SCREW (097364) (2 FT. O.C.) 11 STRUT WALL CLOSURE (640431 SEE DWC. 105098 WALL ON BUTLERIB II PANEL SQ/ CUT F. SLOPE RANGE 1/412 THRU 1-3/4:12 H.S. EAVE TRIM W/BRII ROOF NOTE& PANEL TO PANEL BUTLERIB II PANEL TO PANEL SEE ERECTION DRAWING 1081639 FASTENER 2'-8' O.C. ROOF PANELFASTENER, 2'-6' O.C. IF HIGH WIND CABLE �M CUPS BUTUERIS 8 ROOF PANEL -BAY BLUE- -BAY BLUE — — — ENDWALL TRIM FNDWALL TRIM -------- (630307) (830306) SCRUBOLT EE DWG. 1081166 SEE DWG 1081166 (097196) 3'-0' O.C. WALL ADAPTER WALL ADAPTER (630312) (630313) RAKE CHANNEL SEE DWG 1081166 SEE DWG. 1081188 -BAY BLUE- -BAY BLUE- PURUN. EAVE STRUT TORX T-30 TORX T-30 OR EXTENSION SELF-DRILUNG SCREW SELF -DRILLING SCREW PURUN OR (097364) (2'-0' O.C.) (097384) (2'-0' O.C.) EAVE STRUT SOFFIT TRIM (640334) WALL CLOSURE 10'-4' LONG - INSTALL (640431) BEFORE ENDWALL TPoN SEE DWG. 105098 -MY FORE EN- ENDWALL I.SOLAR WHIIE�I BRIT 120' (S01/J2 WHITE) I 1/4-14 X 1' SDS BUT ERIS II PANEL I (11.4 ENDWALL 1'-0' O.C. NOTES, BUND RIVET 1'-0' O.C. SEE ERECTION DRAWING 1081635 IF HIGH WIND 097124 BLACK) OR GABLE TRIM CUPS ARE REQUIRED 098884 (AA LNINUN) ENDWALL OH x Don -"60 GABLE TRIM RIGHT WITH BUTL ERIB II ROOF d r d e GABLE TRIM LEFT WITH BUTLERIB II ROOF DETAIL MB BURERIB II WALL PANEL W/CLOSURE (<�1:12) DETAIL K481 WALL ADAPTER RETURN AT EW OH W/9-1/2' PURUN 3 I EAVE \-ROOF PANEL UTTER (GUTTER OUTLET urLE7 i BUND RIVET (TYP.) (096884) -ALUMINUM I cV OR (097124) -BLACK PTLDlJ plJ ILO (CC0u�8814) PIPE (008814) I I � � WALL PANEL N 90• ELeow (009294) I , I Flp�ERINIDD DRILL (FOB / (�2E7�W CONDUCTOR PIPE 11I CL d pF �RMWCRMH2PR7 ) BUND RIVET CONDUCTOR 1 SIDEWALL (SSOFFIT SUPPORT (009585) 640431 -SOLAR (0968871 ALUMINUM (830227) (TYP.) I 1 p (SOLAR WHITE) fDXRADVANGG 10509 ((T(09712a)-BLACK - �� )) 4�7LM80)W ANP/NEEL 0 YM (a)i73NN) Y' -OO PPIo.C. 08737CITY-1 Icli e _ 90' ELBOW I (009294) OTY-2 i UFLOOR IEE DRAWING 105224. 105229, AND SOFFIT SUPPORT INSTALLATION 05228 FOR DOWNSPOUT INSTALLATION mnEM A SNL emm I am ONLY) SLOPE RANGE 1 4:12 THOU 1:12 INCH DOWNSPOUT AT 10' CANOPY SOFFIT INSIDE CORNER TRIM DETAIL K849 TO PANEL N4�L SEE DRAWINGS 103223 & 101390 SRI ROOF ' FOR CUTTER INSTALLATION '-8' O.C. SFE ERECTION DRAWING 1081839 LOCK -RIVET (090306) DRW: BAY S ENG: CMSORUWO II GABLE TRIM CUPS ALONG WITH CHK: ABI DATE: 2-5-10 EL DRAWING NUMBER: 09-173921-076 WASHER (098304) BWE- ___-BAY ENDWALL 7PoN OLT (097196)(830307) O.C.SEE DWG 1081166 LOCK -RIVET (096306) FIED DRILL 9/1W AIL ADAPTER D0. FOR SCRUSOLT CHANNEL630313) (097196) 3'-W D.C. 4-6*7 EE OWG 1081168BAY VARE BLUE- (630077) EAVE STRUTT-30 GUTTER SAVE STRUT NSION )RILUNG SCREW 'BAYGLUE- 64) (2'-0' O.C.) SOFFIT TRIM T TRIM (840334) (640334) ' LONG - INSTALL 1 LONGLUE- _'vAY LBALL iRIN -BO BRU 120' (SOIM WHTTE 1/4-14 X 1' SDS 120' (SOLAR WHfft:)(OB7789) 1'-0' 0.G1/4-14 X 1'SDS RIVET V -e O.C. BUND RIVET 1 4' (097385) 1'-0' O.G I 097124 (BLS OR 1'-0' D.C. S.W. OVERHANG ENDWALL O.H. # 098884 MIMUN) SLOPE RANGE 1/4.12 THRID 4:12 a GABLE TRIM RIGHT WITH BUTLERIB II ROOF m °® GUTTER W/O WTHR. SEAL WJBRII ROOF DETAIL K482 WALL ADAPTER RETURN AT EW OH W/9-1/2' PURUN DETAIL M137 AT S.W. OVERHANG W/9-1/2 PURUNS REVISION NO. 2 B�i'iLJsR ® BuftMeeufaduft BlueSoopeBuUdhlpeNorthMLerIc46Lc PRODUCT OF THE - O ��® ORDER ENGINEERING SYSTEM BUILDER. PROJECT' BUILDING ORDER DESCRIPTION: DRAWING T71LE: DRW: BAY S ENG: CMSORUWO NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D EDGE OF ROOF DETAIL SHEET CHK: ABI DATE: 2-5-10 DRAWING NUMBER: 09-173921-076 REV. 00 J 0 o - 15.9 Cip 128'-0' 10-0' () 1 I e- KEY PLAN Co N 0 Cb in IrUUVG=dL %7R CONSTRUC77ON USE L% N REVISION NO. 1 sae air: i o slwx ar: oawn W. oamalaa en aanaa an SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDMDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. 009-173921-00 COVER DRAWING - SHEET 1 D09 -173921-11A SHAKEOUT PLAN - SHEET 1 D09-173921-01 SPECIFIC ANCHOR BOLT ORAWIN D09 -173921-01A SPECIFIC REACTION DRAWING - D09 -173921 -OTB ANCHOR BOLT DETAIL SHEET - 009-173921-02 CROSS SECTION ERECTION DRAY D09 -173921-02A CROSS SECTION ERECTION ORAV D09-173921-028 CROSS SECTION ERECTION DRAT D09 -173921-02C CROSS SECTION ERECTION DRAY D09-173921-03 WIND BRACING DRAWING - SHE D09 -173921-03A WIND BRACING DETAIL SHEET - D09-173921-04 ROOF SECONDARY STRUCTURAL D09 -173921-04A ROOF SECONDARY STRUCTURAL D09 -173921-04B ROOF SECONDARY STRUCTURAL D09-173921-05 WALL SECONDARY STRUCTURAL D09 -173921-05A WALL SECONDARY STRUCTURAL D09 -173921-05B DOOR DETAIL DRAWING - SHEE D09 -173921-05C WALL SECONDARY STRUCTURAL D09 -173921-05D WALL SECONDARY STRUCTURAL - SHEET 1 IEET 2 REST 3 G - SHEET 1 G- SHEET 2 G - SHEET 3 G DETAIL SHEET - SHEET 4 1 AM INPLAN - SHEET 1 TAIL SHEET - SHEET 2 TAIL SHEET - SHEET 3 EVATION - SHEET 1 EVATION - SHEET 2 EVATION DETAIL SHEET - SHEET 4 EVATION DETAIL SHEET - SHEET 5 D09-173921-06 WALL PANEL ELEVATION - SHEL, D09 -173921-06A WALL PANEL ELEVATION - SHEET 2 D09-173921-068 WALL PANEL ELEVATION - SHEET 3 D09-173921-07 ROOF PANEL LAYOUT PLAN - SHEET 1 D09 -173921-07A ROOF PANEL LAYOUT PLAN - SHEET 2 D09 -173921-07B ROOF PANEL DETAILS - SHEET 3 BuUerib 0 II Wall System - Panels Calculated aft-Umal properties for Butlerlb IIs wall panel materials using 1980 'edition of AISI design manual. 36' 12' 12' 12' 4 1/2' 3' 4 1/2' 4 1/2' 3' 4 1/2' 4 1/2' 3' 4 1/2' Outside Face Section Throuah Panel Section Properties for One Foot of Width PanelFy Material Thl�ok�-n(ln) DRAWM TIRE: AG FU NO.: Weight (/FL) DATE: 02/16/83 ROOF I Ono) Ss (In3) SECONDARY STRUCTURAL ID OMWINO KUMBER REVISION FRAMING PLAN 83-1234566-05L 02 1 L TITLE THE YEAR DURING WHICH YOURS DRAWING EQ U E N C E ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. 1.00 1.00 IF THE DRAWING HAS NEVER BEEN 85 REVISED, 00 APPEARS HERE 009-173921-00 COVER DRAWING - SHEET 1 D09 -173921-11A SHAKEOUT PLAN - SHEET 1 D09-173921-01 SPECIFIC ANCHOR BOLT ORAWIN D09 -173921-01A SPECIFIC REACTION DRAWING - D09 -173921 -OTB ANCHOR BOLT DETAIL SHEET - 009-173921-02 CROSS SECTION ERECTION DRAY D09 -173921-02A CROSS SECTION ERECTION ORAV D09-173921-028 CROSS SECTION ERECTION DRAT D09 -173921-02C CROSS SECTION ERECTION DRAY D09-173921-03 WIND BRACING DRAWING - SHE D09 -173921-03A WIND BRACING DETAIL SHEET - D09-173921-04 ROOF SECONDARY STRUCTURAL D09 -173921-04A ROOF SECONDARY STRUCTURAL D09 -173921-04B ROOF SECONDARY STRUCTURAL D09-173921-05 WALL SECONDARY STRUCTURAL D09 -173921-05A WALL SECONDARY STRUCTURAL D09 -173921-05B DOOR DETAIL DRAWING - SHEE D09 -173921-05C WALL SECONDARY STRUCTURAL D09 -173921-05D WALL SECONDARY STRUCTURAL - SHEET 1 IEET 2 REST 3 G - SHEET 1 G- SHEET 2 G - SHEET 3 G DETAIL SHEET - SHEET 4 1 AM INPLAN - SHEET 1 TAIL SHEET - SHEET 2 TAIL SHEET - SHEET 3 EVATION - SHEET 1 EVATION - SHEET 2 EVATION DETAIL SHEET - SHEET 4 EVATION DETAIL SHEET - SHEET 5 D09-173921-06 WALL PANEL ELEVATION - SHEL, D09 -173921-06A WALL PANEL ELEVATION - SHEET 2 D09-173921-068 WALL PANEL ELEVATION - SHEET 3 D09-173921-07 ROOF PANEL LAYOUT PLAN - SHEET 1 D09 -173921-07A ROOF PANEL LAYOUT PLAN - SHEET 2 D09 -173921-07B ROOF PANEL DETAILS - SHEET 3 BuUerib 0 II Wall System - Panels Calculated aft-Umal properties for Butlerlb IIs wall panel materials using 1980 'edition of AISI design manual. 36' 12' 12' 12' 4 1/2' 3' 4 1/2' 4 1/2' 3' 4 1/2' 4 1/2' 3' 4 1/2' Outside Face Section Throuah Panel Section Properties for One Foot of Width PanelFy Material Thl�ok�-n(ln) (keQ E (lad) Weight (/FL) on Outside Com on on Inside Sx (NS) I Ono) Ss (In3) I (In4) 26 GA stew 0.017 50 29500 0.95 0.0498 0.0803 0.0529 0.0417 REVISION NO. 2 3UrLER O Butler Menufac kffbig BluiliSoli BWW[npt North Ammic4 h. PRODUCT OF THE ORDER ENGINEERING SYSTEM BUILDER: DESIGN CRITERIA SUMMARY The 2007 edition of the 'California State Deign Thick Qn) Building Code' by the State Building Code Standards Committee. E (lad) Occupancy Category (Table 1604.5) Section 1606 Dead Loads GENERAL USE Weight of Roof Panel, Insu. and Secondaries (psi) 5.0 Collateral Load On Fromestpsf) 26 GA. Steel Collateral Load on Secondartes(psli 5.0 Section 1603.1.2 Roof Uve Load Roof LNe Lood,(psf) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Snopp LAad 0.00 Ground Snow load Pg(pof k(p 0.00 Roof Snow Load, Snow Importance Factor, to 1.00 Snow Exposure Factor, Ce 1.00 1.00 Snow Thermal Factor, Ct Section 1603.1.4 Wing Design Data Wind Speed (mph) 85 Wind Importance actor, Iw 11.00 Wind Exposure Category Enclosure Classification Enclosed Internal Pressure Coefficient +/-0.18 Section 1603.1.5 Earthquake Design Data Seismic Importance Factor, Is 1.00 Spectral Response Acc at 0.2 -see Period, Ss 64% g Spectral Response Acc at 1 -sec Period. St Design Spectral Response Acc of Short Periods, Sds 26X g 0.550 g Design Spectral Response Ace at 1 -see Short Periods. Shc 00.326 g Site Close D Seismic Design Category. Basic Seismic Force Resisting Systems) Bracing - Ordinary CancanfricallIyy Braced Frames ((0 BF) R , 3.25 Main Frames - Ordinary Steel Moment Frame (OSiAf 3.50 Seismic Response coefficient, Ce Bracing 0.169 Main Frames 0.157 Design Base Shear (kippss), V=Ce W See Reactions Analysis Procedure - Equivalent Lateral Force Procedure Not Designed for Factory Mutual FIELD WORK SUMMARY WIND BRACING FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR BRACING CUP CONNECTION. ROOF SECONDARY FW0055 FIELD NOTCH GABLE ANGLE AND LOCATE HOLE IN PURUN AND/OR EAVE STRUT FOR ENOWALL OVERHANG GABLE ANGLE ATTACHMENT. WALL SECONDARY FWOOD8 FIELD LOCATE HOLES IN DOUBLE 'C' HEADER FOR DOOR POST CONNECTION. FWO010 FIELD LOCATE HOLES IN COLUMN OR POST FOR DOUBLE 'C' HEADER CONNECTION IF REQUIRED. FW0030 FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING CONDITION. FW0043 FIELD CUT AND LOCATE HOLES IN DOUBLE 'C' HEADER. STANDARD GIRT LENGTH PROVIDED. FIELD CUT TO LENGTH BY BLDR STANDARD BUTLER TRIMS PRODUCT PROVIDED FOR THIS PROEJCT TO BE BE FIELD WORK BY BLDR. (PER BLDR REQUESTED) SOFFIT PANELS AROUND OVERHANG BEAM-BLOR TO BOX OUT BEAMS AND FIELD FAB TRIMS FOR SOFFIT PANELS (TRIMS BY BLDR) NORTH VALLEY BUILDING S CHICO, CA PROJECT: COVER DRAWING NOTES STANDARD NOTES: CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. CD0003 FIELD WORK OVERHANG SOFFIT AS REQUIRED FOR NON-STANDARD ROOF SLOPE. C00013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 MATERIALSASTM DESIGNATION - -- STRUCT PLATE 1' k LESS A529 AND A572 FY = 55 KSI GRADE 55 STRUCT PLATE OVER 1' A529 AND A572 FY = 50 KSI GRADE 50 LIGHT GAGE/COLD FORMED EQUN TO A1011 FY = 60 KSI GRADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 ROUND TUBE A500 GRADE B FY = 42 KSI SQUARE TUBE A500 GRADE 8 FY 46 KSI BRACE RODS 3/4* do LESS A510 GRADE 1018 BRACE RODS aVER 3/4' A572 GRADE 50 OR GREATER CDO028 HIGH STRENGTH BOLTING: SPECIAL NOTE: ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT' METHOD SPECIFIED IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', PUBLISHED BY RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WILL BE SUPPLIED WITH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER It TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. BuUerib 0II Roof System - Panels Calculated sectional properties for Butlerib 110 roof system panel materials using 1996 edition of AIM design manual. 36' 12' 1 12' 1 12' 4 1/2' 1 3' 1 4 1/2' 1 4 1/2' 1 3' 1 4 1/2' 1 4 1/2' 1 3' 1 4 1/2' Outeid Face Section Through Panel Section Properties for One Foot of Width panel Material Deign Thick Qn) Fy (ked E (lad) Weight &FL) on Outside an Inside Sx (in3) I Ono) Sx (in3) moi I (in4) 26 GA. Steel 0.0170 1 80 29500 1 0.95 1 0.0452 0.0557 0.0503 0.0407 BUILDRITE — UNIT 2 CHICO, CA BUILDING ORDER DESCRIPTION: 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D DRAWING TITLE: COVER DRAWING ORW: BAYS I ENG: CMSORIlW0 CHK: ABI I DATE 2-5-10 DRAWING NUMBER: REV. D 09-173921-00 00 7BAYS 17 18 19 20 21 21.1' _ 128'-0" EW 28•-0" 20•'-0" 28'-0" 26'-0" 26•-0FRAME(TYP.)� (1) �550326-229-2 550326-325-2 0 (1)<D(1) 702273-257-3 ''550303-031-2 550303-067-2 , �o m 0 (1) (1) m 0 (2) '° OZ (2) Q Q (2) n ry 550303-019-2 550303-079-2 N 550325-301-2 550325-295-2 n Q 3 550303-111-2 > > > > > > 3 W W ® R n - - - - - - - - - - - - - - - - V72958 V72958 V72900 V72900 V72900 V72900 . -� .. OZ (15) .�a 0 (75) � (73) 0 (15) QZ (15) 0 (1) `" 1 530934-275-4 530935-371-4 530935-347-4 HR3751-347-4 550326-186-2 0 O -(1) 530943-371-4 1 1 550326-267-2 I N nI 1O I Z (1) rn -ES (2) oo N� ES (t) ES (2) ES (2) - ES (2) I 5500326-194-2 540515-335-a u, N 540515-239-a 540515-335-4 540515-311-4 - 540515-431-4 - `� 550326-274-5 N - 0 - (2) I v72692 -1071 . to o N • 530936-371-4 m m N > > > U V72856 I> V72856 > > o 550325-217-2 N I of Q _ (3) _ ri I I v72890 -101 - r N 550326-289-2 N I I 5500326-228-2 0 J Lv V72858 V72858 _ < < o o N V > N > > > > > V72BBB U 0 W 1 <D (3) .I N I N N 550326-279-2 I OM O 12 3 O N 550324-20505 1-2 m • > 550325-319-2 > > 0 V- I� � V72942 V72942 - � - • I V72886 1 -LI (3) 550324-205-2 m /I 0 N ' ^ N N of O (3) _ 0 (15) . <D(13) <D {t5) 0 (15) 1 z4N 530943-371-4 530934-275-4 No 530935-371-4 oN 530935-347-4 No HR3751-347-4 a a oN> n Q (3) S% >nI 55032a-205- 2 ES (1) ES (t) S0 - S3 -a(11) -a z 540523-329-4 540523-239-4 2335-540523mof o0 <Z> (12) OZ (2) 530943-365-4 530936-371 -4 V72882 'y YI - ES (2) ES (2) ES (2) ES (2) ES (2) QZ I LJ 540515=329-4 _ 5405157239-4 540515-335-4 540515-311-4 540515-431-4 0) 0 -- - 550303-102-2 _1 - 0 (1) ' V72946 - V72946 V72900 V72900 V72900 - - V72900 550303-110-2 m ut VI j o - - - - - - - -> - - - - - - R z O OU O (2) O (1) 2 > 5032-95-550303-04-550325-30O�(2 N 550326-319-2 550326-229-2 21)-2 5O)2 U N J (1) 550303-103-2 (1) 550326-325-2 ONLY THE FOLLOWINGTYPES OF PARTS ARE CALLED OUT ON THE SHAKEOUT PLAN. OTHER PARTS .ARE SPECIFIED ON THE ERECTION DRAWINGS: Z R - BRACE BAY OR SECTION (• = W. WP, or PF (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roo( ] COLUMNS AND ROOF BEAMS SECONDARY PARTS ARE: <a> EAVE STRUT, <E> TRUSS PURLIN, © C -SECTION. <Z> -SECTION BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO REVISION NO. 1 REVISION NO. 2 PRODUCT O. THE CHK: ABI DATE: 2-5-10 E: DATE: u �� 7 124X128X24 LRF 1:12 CLL SHAKEOUT DRAWING NUMBER: REV. - � o NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 20 LL + 5 uwN a+': oruwN �: Butler Manufacturing ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 PLAN 009-1?3921—OOA 00 E«eoa enecKeoe: BlueSeopeBuildingsNorthAmeriea,Inc. SYSTEM Ss=64, S1=26; SITE D 11 .-JI o - A EW A BAYS 28-0" zu -u zo -u -- - • - - OOVN G (OPEN SIDEWALLFRAME �•% 6' 6- 2'-6� 6• 3' 6' - WAARTRION 14'-0' 7'-6' 14'-0' 6'-6' AA11 Mi t I c 4 2 ; o LWALL PANEL- _ �- 0j' I / a / / CD CD 128'-0' REVISION NO. A 1. REVISED AB LAYOUT AT Dq[: GRID 16.9 ItRJrM er. aac,aD IM �I Asts Aste I Asa2 I Asn I Asa2 Asn II I— - 4' 128'-0' E TYPICAL -I ANCHOR BOLT PLAN REVISION NO. 2 PRODUCT OF THE BUILDER. B�/TLER ® �® NORTH VALLEY BUILDING S Budw M1UIg ORDER ENGINEERING CHICO, CA BlueftpeBuMnpeNodhAm ice,61G SYSTEM A 0 -0 A La STANDARD NOTES: AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM. ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0014 CAUTION ptNttNlt!! RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE AB0015 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. A80016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. AB0018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: 124X128X24 LRF 1:12 SPECIFIC BUILDRITE - UNIT 2 20# LL + 5#CLL ANCHOR BOLT CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Ss=64, S1=26; SITE D DRW: CMSORIANO ENG: CMSORIAN0 CHK: DATE 08/08/09 DRAWING NUMBER REV. X09-173921-01 1 A rF(CNP�.) �►� A 1 d cC - l tJ cb cJ (t) ck) (t) U LJ (t) d) ENDWALL FRAME AT SIDEWALL GRID 15.9 ENDWALL FRAME AT SIDEWALL GRID 21.1 Al V Z C V Z E V Z F V Z DL DEAD LOAD 0.32 0.00 0.48 0.00 0.52 0.00 8 V WLI WIND LEFT+INT PRESS 0.00 -0.33 0.00 -0.83 0.00 -0.90 0.33 WL2 WIND LEFi+INi SUCi 0.00 0.33 0.00 0.83 0.00 0.90 0.D0 WRI WIND RIGHT+INT PRESS 0.00 -0.33 0.00 -0.B3 0.00 -0.90 0.43 WR2 WIND RIGHT+INT SUCT 0.00 0.83 0.00 0.83 0.00 0.90 0.00 EP2 EW PRESS+INT SUCT 0.00 1.51 0.00 3.77 0.00 4.05 WL1 WIND LEFT+INT PRESS ES1 EW SUCT+INT PRESS 0.00 -1.68 0.00 -4.19 0.00 -4.50 -0.70 MAX. POS. REACTION 0.48 1.51 0.48 3.77 0.52 MAX NEG REACTION 0 00 -1.88 - 0.00 -4.19 0.nn,-4.50 4.05 K V Z i V Z H V Z F V Z D V Z 8 V Z DL DEAD LOAD 0.33 0.00 0.35 0.D0 0.42 0.00 0.43 0.00 0.42 0.00 0.34 0.00 WL1 WIND LEFT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.00 -0.70 0.00 -0.69 0.00 -0.62 WL2 WIND LEFT+INT SUCf 0.00 0.48 0.00 0.62 0.00 0.65 0.00 0.70 0.00 0.69 0.00 0.62 WR1 WIND RIGHT+INT PRESS 0.00 -0.48 0.00 -0.62 0.00 -0.65 0.00 -0.70 0.00 -0.59 0.00 -0.62 WR2 WIND RIGHT+INT SUCT 0.00 0.48 0.00 0.62 0.00 0.65 0.00 0.70 0.00 0.691 0.00 0.62 EP2 EW PRESS+INT SUCT 0.002.23 -25.71 0.00 2.78 0.00 2.92 0.00 3.17 0.00 3.07 0.00 2.81 ES1 EW SUCT+INT PRESS 0.00 -2.52 0.00 -3.08 0.D0 -3.25 0.00 -3.53 0.00 -3.42 0.00 -3.14 MAX. POS. REACTION 0.33 2.23 0.35 2.77 0.42 2.92 0.43 3.18 0.42 3.07 0.34 2.81 MAX. NEG. REACTION 0.00 -2.52 0.00 -3.08 0.00 -3.25 0.00 -3.53 0.00 -3.41 0.00 -3.13 �^ J (b b v FRAME AT SIDEWALL GRIDS 16 & 17 FRAME AT SIDEWALL GRIDS 18, 19, 20 & 21 ob (b rel ((�; l L A L _ ENDWALL FRAME (b AT SIDEWALL GRID v 16.9 - A G L H V H v H 0.89 5.17 0.00 7.03 -0.89 V 3.54 DL DEAD LOAD H 5.40 v 8.78 H -5.40 v 8.78 OL DEAD LOAD CLL COLLATERAL LOAD 1.16 6.59 0.00 8.76 -1.16 4.81 CLL COLLATERAL LOAD 7.17 9.72 -7.17 9.72 C E LL LIVE LOAD 2.78 15.81 0.00 21.03 -2.78 11.54 LL LIVE LOAD 17.21 23.33 -17.21 23.33 V Z V Z WLt WIND LEFT+INi PRESS -3.70 -25.14 -2.09 -23.38 0.25 -6.39 WL1 WIND LEFT+INT PRESS -17.19 -25.71 11.28 -16.31 DL DEAD LOAD 0.48 0.00 0.52 0.00 WL2 WIND LEFT+INT SUCT -6.56 -8.36 2.09 -3.09 -2.32 -2.34 WL2 WIND LEFT+INT SUCT -11.05 -16.81 5.14 -7.42 WL7 WIND LEFT+INi PRESS 0.00 -0.83 0.00 -0.90 Will WIND RIGHT+INT PRESS 2.92 -15.11 -2.09 -24.20 5.96 -15.60 WR1 WIND RIGHT+INT PRESS -11.28 -16.31 17.19 -25.71 WL2 WIND LEFT+INi SUCT 0.00 0.83 0.00 0.90 WR2 WIND RIGHT+INT SUCT 0.06 1.67 2.09 -3.90 3.39 -11.55 WR2 WIND RIGHT+INT SUCT -5.14 -7.42 11.05 -16.81 WR1 WIND RIGHT+INT PRESS 0.00 -0.83 0.00 -0.90 EPt EW PRESS+INT PRESS 1.08 -22.01 -2.09 -27.49 1.64 -12.12 E01 EW PRESS+INT PRESS -15.40 -24.25 15.40 -24.25 WR2 WIND RIGHT+INT SUET 0.00 0.83 0.00 0.90 EOL SEISMIC LOAD LEFT -4.42 -1.32 0.00 -0.42 -3.41 1.74 EOL SEISMIC LOAD LEFT -3.83 -1.43 -3.83 1.43 EP2 EW PRESS+INi SUCT 0.00 3.77 0.00 4.05 To -R -[SEISMIC LOAD RIGHT 4.42 1.32 0.00 0.42 3.41 -1.74 EOR SEISMIC LOAD RIGHT 3.83 1.43 3.83 -1.43 I EW SUCT+INT PRESS 0.00 -4.19 0.00 -4.50 MAX. POS. REACTION 5.36 27.23 2.52 36.76 5.31 20.39 MAX. POS. REACTION 31.50 42.01 13.80 42.01 MAX. POS. REACTION 0.48 3.77 0.52 4.05 MAX. NEG. REACTION -4.70 -22.13 -1.86 -23.31 -6.22 -13.27 MAX. NEG. REACTION -13.80 -20.431-31.50 -20.43 MAX. NEG. REACTION 0.00 -4.19 0.00 -4.50 REACTION NOTES: 1. THE VERTICALM AND HORIZONTAL (H AND Z) REACTIONS ARE STATED BRACED BAY REACTION IN KIPS. (1 KIP = 1000 POUNDS) MOMENT REACTIONS ARE STATED IN INCH -KIPS ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. - _ 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. ' I 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST JTI_- ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR ><II DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES H- ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE 1 I SAME LOAD COMBINATION. V V 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS SIDEWALL BETWEEN H V H V a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EPI, EP2 AND ESI GRID GRIDS (WL) (WL) (EO) (EO) REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. A 19-20 7 8 9 10 9 b. HORIZONTAL SIDEWALL BRACING .REACTIONS (H) ARE IN THE Z-AXIS DIRECTION L 17-18 2 2 10 PERPENDICULAR TO THE FRAME LINE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION • DUE TO LOAD REVERSAL . +V _ - '--+H +Z J +M o, s d o I - N n rn % o' N' *r N' II m� o, i c� 0 •c of 2 SPACES AT 3'-6 5/32' PART SCHEDULE 1'-0 1 4' [ ] PART NAME PART NUMBER PART LENGTH FIELD RK . 10 SPACES AT 3'-11 15/18' 2 SPACES AT 5'-0 7 32' 1'-0 1/4' 3'-6 5/32' 3'-11 15/16• 5'-0 7/32- 110 EXTERIOR COLUMN V72900 20-0 29/32 I'-0 1 4' 1'-0 1 4' 3'-11 15 18' 111 ROOF BEAM V72902 30-3 3/4- S-11 1516' 10 SPACES AT PURUN 112 ROOF BEAM V729D4 31'-10 11/16- 1 5•-p 7 32 LOCATIONS 120 CANOPY ROOF BEAM OV72967 9'-11 11/16- C230 5'-0 7/32 3'-11 15 16' PURUN Q 200 Zoe O O LOCATIONS Q 20.7 zoe 208 Q 2,o FuwcE BOLTED CONNECTION SCHEDULE 12 FLANGE 210 Q [112 D 1127 D BSG 12 1 0 QUANTITY BOLT NO. DESCRIPTION NUT N0. DETAIL 1r 2 BRACES Ctt1 D 1117 1203 D 08 097284 3/4X2-1/2 BOLT A325T 095235 Ctw F 24 097284 1 3/4X2-1/2 HS SOLT A3 095235 G 10 1 097282 5/8X2-1/4 BOLT A325T 0952M C320 G GF HARD STEEL WASHER PER CONNECTION F 20S 0 oUANTTTY WASHER NO. OESCRIPf10N (WASHER) O N - N D 08 095946 3/4 Hard Washer r rN1 N F 24 095948 3/4 Hard Washer N N I G 10 095945 5/8 Hard Washer I m N I N vj I ' N N FLANGE BRACE SCHEDULE FLOOR Clio PART NO. PMT NO. DIM. Y DETAIL FIELD UNE 1103 y, W 0 FRONT/LEFT REM/RIGHT WORK W W V' V 203 545102 V-10 1/2' 0346 LOU o 1'-8 1 4' m .x 204 545102 V-10 1/2' C347 G3 m 1'-9 1 4' 2D5 545103 2'-4' C342 206 545103 2'-4 1/2' C346 207 545103 2'-4 1/2' 2347 10'-0' RIDGE 62'-0' 10'-0' 82'-0' � (CANOPY) 209 545104 2'-10 1/2' C347 (CANOPI� SW 124'-0'12101 '545105 545105 3'-4 1/2' C344 A L FRAME ELEVATION AT GRIDS 18,19, AND 20 2 SPACES AT 1'-0 3'-8 5/32' 1 4' 10 SPACES AT 3-11 15/18' 2 SPACES AT 5'-0 7 32' 1'-0 1/4' y-6 5/32' 5'-0 7/32' 1 4' 3'-11 15 16- 3--11 15116' 15 SPAC�2 T PURUN 1'-0 1/4 3'-11 15/18 LOCATIONS 5'-0 7/32 1'-0 1 4' ' 3'-11 j5 16 URUN Q Q LOCATIONS 203 12 FLANGE 210 Q C 112 D -11 12 3 los Q 210 RACES 12 t BRACES C t n D D 1113 1 - _ 12D3 C 120 G G F F it N N h N NN _ FLOOR C110 UNE 1101 W NwF cli !7 S V-9 1/4- 1'-9 1 4' _ 8 3 v N N 10'-0' g2'_p• RIDGE 62'-0' 10 -0 (CANOPY) ..� I m (CANOPY) SIN 124•-D' SW aN, o ,,, L _ iA FRAME ELEVATION AT GRID 21 c € a SIL BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORIANO `o m REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE CHK: ABI DATE: 2-5-10 Un : TLER ® —r 124X128X24 LRF 1:12 5#CLL CROSS a e a,E DRAWING NUMBER: REV. ® NORTH VALLEY BUILDINGS BUILDRITE —UNIT 2 20# LL + _SECTION o CPA" of,, ButwMoufacwft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ERECTION DRAWING D09 -173921-02B 00 go aa> n m ewsSaWeBuJ0WNoftAmwlWkO SYSTEM SS=64, S1=26; SITED cHmm W. FRAME DESIGN INFORMATION TOP OUTSIDE PART FLANGE PART DESCRIPTION V72856 TOP 301-4 INTERM POST FLANGE 8' X WEB TOP FLANGE a 8' X .375' THICKNESS BOTTOM FLANGE - 8' X .500' C:a WEB THICKNESS v .164' BOTTOM INSIDE n euro FRAME DESIGN INFORMATION FRAME DESIGN INFORMATION (cont.) PART DESCRIPTION PART DESCRIPTION V72856 TOP 301-4 INTERM POST FLANGE 8' X V72958 259-7 EXTERIOR COLUMN TOP FLANGE a 8' X .375' .250' BOTTOM FLANGE - 8' X BOTTOM FLANGE - 8' X .500' .250' WEB THICKNESS - WEB THICKNESS v .164' .135' PART DEPTH - 12' PART DEPTH - 12' TO 32' V7285g 326-4 EW INTERM POST TOP FLANGE a 8' X V72960 359-3 ROOF BEAM TOP FLANGE - 6' X .500' .250' BOTTOM FLANGE - 8' X BOTTOM FLANGE - 6' X .375' .250' WEB THICKNESS - .135' WEB THICKNESS - .250' - LOW END TO W-10 7/8' FROM LOW END .188' - V-10 7/8' FROM LOW END TO HIGH END PART DEPTH - 12' V72860 TOP FLANGE - 8' X .250' PART DEPTH - VARIES 21 5/32' TO 36' 325-7 INTERM POST BOTTOM FLANGE - 8' X .250' V72962 ROOF BEAM TOP FLANGE - 8' X .375' WEB THICKNESS - BOTTOM FLANGE 8' X .375' .135' PART DEPTH a 12, WEB THICKNESS - .188' - LOW END TO 20'-0 1/8' FROM LOW END .164' - 20'-0 1/8' FROM LOW END TO HIGH END V728B2 288-4 TOP FLANGE 5' %E G v 5' X . X .250' BOTTOM FLANGE PANT DEpm - VARIES 36' TO 20' ' INTERIM POST WTHICKNESS a ® Y72964 ROOF BOTTOM BEAM TOP FLANGE = 6' % .500 .135' PART DEPTH - 12' FLANGE a 6' X .625' WEB THICKNESS - .188' - LOW END TO 20'-0 1/8' FROM LOW END .164' - 20'-0 1/8' FROM LOW END TO HIGH END V72884 306-4 INTERM POST TOP FLANGE = 5' % .250' BOTTOM FLANGE m 5' % .250' WEB THICKNESS - .135' PMT DEPDi 20' -441- PMT DEPTH - 12' V72966 ROOF BEAM OV72967 CANOPY BEAM TOP FLANGE = 6' X .250' V72886324-4 324-4 EW INTERM POST V72888 334-4 INTERM POST TOP FLANGE = 6' X BOTTOM FLANGE = 8' X .375' .250' BOTTOM FLANGE = 6' X .250' WEB THICKNESS = .250' - LOW END TO /9'-10 29/32' FROM LOW END .135' - 19'-10 29/32' FROM LOW END TO HIGH END WEB THICKNESS - .135' PMT DEPTH = 12' TOP FLANGE = 6' X PARI DEPTH =VARIES 21 3/18' TO 20' TOP FLANGE - 5' X .250' .250' BOTTOM FLANGE = 6' X BOTTOM FLANGE = 5' X .250' .250' WEB THICKNESS = JWEB THICKNESS = .135' .135' PMT DEPTH = 12' PMT DEPTH = 9 7/8' TO 14 7/8' d o 0 �o a N/ C4 REVISION 030. 1 0 DATE U � REVISION 030. Z BUTLER Butler mouh CbJ" BL98m" BLdew North ARMft V& PRODUCT OF THE ��&WNU0® ORDER ENGINEERING SYSTEM RIGID FRAME ROOF BEAM 14> 11 CU (HR3756) (HR3756) EW POST EN USE %GTH•BOLIT 2812 AND POST 5/6 HEAVY HEX. Nlll111111111TTTTTT (095 233) AI USE 4 WASHER 095946 ON SL( DETAIL EA04X ENDWALL POST TOP CONNECTION V72890 314-4 EW INTERIM POST lur rLANur - o A .�- BOTTOM FLANGE - 6' X .250' WEB THICKNESS - .164' - LOW END TO 15' FROM LOW END .135' - 15' FROM LAW END TO HIGH END PART DEPTH - 12' (F(LANGE BEND V74892 295-4 EW INTERM POST TOP FLANGE = 5' % .250' BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .135' PART DEPTH = 12' ROOF BEAN V72900 240-7 EXTERIOR COLUMN TOP FLANGE - 10' X .375' BOTTOM FLANGE - 10' X .500' WEB THICKNESS = .250' ERECTION DRAWING GIRT PMT DEPTH = 20' TO 40' DETAIL SHEET V72902 TOP FLANGE =-8" X .250' 357-6 ROOF BEAM BOTTOM FLANGE = 8' X .625' - LOW END TO 14-9 5/16' FROM LOW EN 8' X .375' - 14'-9 5/16' FROM LAW END TO HIGH END WEB THICKNESS = .313' PART DEPTH = VARIES 41' TO 20' !� v7p904 389-0 ROOF BEAM TOP FLANGE = 6' X .500' BOTTOM FLANGE = 6' X .250' WEB THICKNESS - .188' - LOW END TO 20'-0 3/16' FROM LAW END .164' - 20'-0 3/16' FROM LOW END TO HIGH END PMT DEPTH VARIES 20' TO 32' vi a 0 g m Nvv V72942 307-3 INTERIOR COLUMN TOP FLANGE = 8' X .375' BOTTOM FLANGE - B' X .375' WEB THICKNESS = .135' PMT DEPTH = 12 1/4' iv I j a W" o n V72948 259-7 EXTERIOR COLUMN TOP FLANGE = 8' X .250' BOTTOM FLANGE = 8' X .500' WEB THICKNESS = .164- r PMT DEPTH - 12' TO 32' d o 0 �o a N/ C4 REVISION 030. 1 0 DATE U � REVISION 030. Z BUTLER Butler mouh CbJ" BL98m" BLdew North ARMft V& PRODUCT OF THE ��&WNU0® ORDER ENGINEERING SYSTEM RIGID FRAME ROOF BEAM 14> 11 CU (HR3756) (HR3756) EW POST EN USE %GTH•BOLIT 2812 AND POST 5/6 HEAVY HEX. Nlll111111111TTTTTT (095 233) AI USE 4 WASHER 095946 ON SL( DETAIL EA04X ENDWALL POST TOP CONNECTION --1 ' a -m SINGLE FLANGE BRACE CONNECTION d-' -e DOUBLE FLANGE BRACE CONNECTION DETAIL 0342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION DETAIL 0344 a USE FIRST NOLE AT PURUN OR GIRT CONNECTION DIMENSION Y gNE1S10N Y DIMENSION Y Ir--^ ROOF BEAM ROOF BEAM iOR COLOM N i ( OR COLUMN `PURUN PURUN `OR ICRP OR GIRT FLAN FLANGE BRACE FLANGE BRAC �� R. BART) (SEF GHAHT) E D.D BEND FIELD BEND (ZD BEND FOR ATTACHMENT FOR ATTACHMENT FOR ATTACHMENT PART USAGE USE (3) 1/2' X 1 1/4' PART USAGE USE HEX (2)) 1/2-X15) /AND 8 OR 9-1/2 PURUNS HEX BOLT (095085 AND B OR 9-1/2 PURLINS 8 Z-GIRTS 1/2' HEX NVT (09-1I=) 6 Z-IXRTS 1/Y HDL NUT (085032) DOUBLE FLANGE BRACE CONNECTION 0m' SINGLE FLANGE BRACE CONNECTION 6DETAlL C345 a USE SECOND HOLE AT PURUN OR GIRT CONNECTION DETAIL C346 u USE FIRST HOLE AT PURLIN OR GIRT CONNECTION DIMENSION Y RIGID FRAME ROOF BEAN ROOF BEAM OR COLUMN :E l 4e1 r ----+p -------- -------------- , , (HR3755) I PURITAN OR GIRT (LMR3755) EW ((FIANCE BRACE POSE FL. B FOR ATTACHMENT (()) // / PANT USAGE USE (2 t/2' X 1 1/4' EW HSftNENCTH•BOLT 69';281]�_5_T D 8 OR 9-1/2 PURUNS HDL 13b1T (085085) AND POST 5/8' HEAVY HIX. NA (095233 AND B Z_GIRTS 1/2' HDL NUT (095032) USE 4 WASHER 095945 ON SLOT SIDE a SINGLE FLANGE BRACE CONNECTION DETAIL EA04 ENDWALL POST TOP CONNECTION DETAIL C347 USE SECOND HOLE AT PURUN OR GOR CONNECTION LOW SLOPE RANGE - LIGHT LOAD ROOF BEAM 0 SPLICE�CALUMN CANOPY BEAM-\ ,o f HIGH SLOPE RANGE - - I - BUILOER: PROJECT: NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 CHICO, CA CHICO, CA B E DIMENSION Y DIMENSION Y b'I}18BOLT2(89 5/8HEAVY HEX. NUT (095233) (F(LANGE BEND , ior. cn C320 CANOPY BEAM CONNECTION FIESEELD FIELD 9/18'0 HOLE FOR ATTACHMENT BUILDING ORDER DESCRIPTION: ROOF BEAN 124X128X24 LRF 1:12 IN GIRT AS SHOWN. I OR COLUMN ERECTION DRAWING GIRT EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE D O p lV ----+----- H JN -441- - - - (F(LANGE BRACErELD GORCOLUMN E BRACE 8FOR ATTACHMENTNT USE C2 I/2" X 1 1/4' PART USAGE USE (3) 1/2' X 1 1/4' H BOLY (095085) ANQ 1 6 HEX RUT (095032) BOR 9-1/2 PURLMS 6 Z-ORTS HDI. BOLT (0830&5) AND 9-1/�C-GIRLS 1/2' HEX NUT (095032) --1 ' a -m SINGLE FLANGE BRACE CONNECTION d-' -e DOUBLE FLANGE BRACE CONNECTION DETAIL 0342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION DETAIL 0344 a USE FIRST NOLE AT PURUN OR GIRT CONNECTION DIMENSION Y gNE1S10N Y DIMENSION Y Ir--^ ROOF BEAM ROOF BEAM iOR COLOM N i ( OR COLUMN `PURUN PURUN `OR ICRP OR GIRT FLAN FLANGE BRACE FLANGE BRAC �� R. BART) (SEF GHAHT) E D.D BEND FIELD BEND (ZD BEND FOR ATTACHMENT FOR ATTACHMENT FOR ATTACHMENT PART USAGE USE (3) 1/2' X 1 1/4' PART USAGE USE HEX (2)) 1/2-X15) /AND 8 OR 9-1/2 PURUNS HEX BOLT (095085 AND B OR 9-1/2 PURLINS 8 Z-GIRTS 1/2' HEX NVT (09-1I=) 6 Z-IXRTS 1/Y HDL NUT (085032) DOUBLE FLANGE BRACE CONNECTION 0m' SINGLE FLANGE BRACE CONNECTION 6DETAlL C345 a USE SECOND HOLE AT PURUN OR GIRT CONNECTION DETAIL C346 u USE FIRST HOLE AT PURLIN OR GIRT CONNECTION DIMENSION Y RIGID FRAME ROOF BEAN ROOF BEAM OR COLUMN :E l 4e1 r ----+p -------- -------------- , , (HR3755) I PURITAN OR GIRT (LMR3755) EW ((FIANCE BRACE POSE FL. B FOR ATTACHMENT (()) // / PANT USAGE USE (2 t/2' X 1 1/4' EW HSftNENCTH•BOLT 69';281]�_5_T D 8 OR 9-1/2 PURUNS HDL 13b1T (085085) AND POST 5/8' HEAVY HIX. NA (095233 AND B Z_GIRTS 1/2' HDL NUT (095032) USE 4 WASHER 095945 ON SLOT SIDE a SINGLE FLANGE BRACE CONNECTION DETAIL EA04 ENDWALL POST TOP CONNECTION DETAIL C347 USE SECOND HOLE AT PURUN OR GOR CONNECTION LOW SLOPE RANGE - LIGHT LOAD ROOF BEAM 0 SPLICE�CALUMN CANOPY BEAM-\ ,o f HIGH SLOPE RANGE - - I - BUILOER: PROJECT: NORTH VALLEY BUILDING S BUILDRITE - UNIT 2 CHICO, CA CHICO, CA DRW'. BAYS I ENG: CMSORIANO CHK: ABI DATE: 2-5-10 DRAWING NUMBER: REV. D09 -173921-02C 00 HSE. 10 282) AND \/ b'I}18BOLT2(89 5/8HEAVY HEX. NUT (095233) , ior. cn C320 CANOPY BEAM CONNECTION BUILDING ORDER DESCRIPTION: DRAWING TTTI.E: 124X128X24 LRF 1:12 CROSS SECTION 20# LL + 5#CLL ERECTION DRAWING 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE D DRW'. BAYS I ENG: CMSORIANO CHK: ABI DATE: 2-5-10 DRAWING NUMBER: REV. D09 -173921-02C 00 8- co S, BRACE NR PART SCHEDULE Ih I (I OTY PART NAME PART NUMBER IN m01 312 1 BOX STRUT .077 0544241 229-5 a, 313 2 BOX STRUT .077 0544241 301-5 n 314 1 BOX STRUT .113 0544242 325-5 27'-1 5/:; 8' 2 0544060 157-0 0544050 240-0 7/8 RH-LH BR ROD 7/8 RH-RH BR ROD RH-LH 0095048 (1) RH-RH c 0 2 10544049 349- •c m u4 RH-RH oN 2 0544049 347-0 n um. U 2 0544049 393-0 3/4 RH-RH BR ROD RH-RH s m DRAWN BY.- 1` NO. N O. narnn er: o - o -—- REVISION NO. 1 17 18 19 20 21 21.1 ' 28'-0' 20'-0' 28'-0' 26'-0' 25'-8' 6' BRACE ROD SCHEDULE PART SCHEDULE Q (I OTY PART NAME PART NUMBER PART LENGTH YVORK _ 312 1 BOX STRUT .077 0544241 229-5 Ig' -1 5/8" 313 2 BOX STRUT .077 0544241 301-5 25'-1 5' 8' 314 1 BOX STRUT .113 0544242 325-5 27'-1 5/:; 8' t I— BOX STRUT ATTACHMENT AAA SEE DRAWING 173921-03A 30, 301 I 313 d I e32e I I / \ I II I II I sol I I ease \ / 6326 9326 / \ B326 I I 8328 309 70e 8326 I II 8326 \ \Bus t.k 310///310 836 \W2\2 I IIIIIIIII IIII 8326 / / \ \ 8328 3 � I 3� 'I 8328 \ / 8326 8328 B326 \ / 9326 II I 8328 / \ 932e II I I I I I 304 -W I I W211\ / anei:L313:�4 2 ROOF BRACING - I I 9IR - lvJ d i T m \ / N coo, / \ 8001 26'-0' _ n 20 ,9 �J SIDEWALL BRACING AT GRID A ml I \ / 7 8001 n � \ m I iD 20'-0' SIDEWALL BRACING AT GRID L L STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 1/2- BRACE RODS RED THREAD PROTECTORS INDICATE 5 8* BRACE RODS YELLOW THREAD PROTECTORS INDICA 3/4- 3/4- BRACE RODS ORANGE THREAD PROTECTORS INDICATE 7/8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS W80009 6-5/8 X 0.156 Round HSS Sections may be substituted for . 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. WBOD10 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 X 0.113 sections at the discretion of Manufacturing which are of equal or greater structural capacity. BRACE ROD SCHEDULE PROJECT: BU6DING ORDER DFSCRIP'IION: Q QTYj PART NUMBER DESCRIPTION THREAD TURNBUCKLE 301 4 10544047 361-0 1/2 RH-RH BR ROD RH-RH 302 2 0544060 157-0 0544050 240-0 7/8 RH-LH BR ROD 7/8 RH-RH BR ROD RH-LH 0095048 (1) RH-RH 303 2 10544049 349- 3/4 RH-RH BR ROD RH-RH 304 2 0544049 347-0 3/4 RH-RH BR ROD RH-RH 305 2 0544049 393-0 3/4 RH-RH BR ROD RH-RH 306 2 0544048 379-0 5/8 RH-RH BR ROD RH-RH 307 1 2 0544048 386-0 5/8 RH-RH BR ROD RH-RH 308 2 0544047 370-0 1/2 RH-RH BR ROD RH-RH 309 2 0544047 346-0 1/2 RH-RH BR ROD RH-RH 310 2 0544047 335-0 1/2 RH-RH SR ROD RH-RH 311 2 10544047 350-0 1/2 RH-RH BR ROD RH-RH STANDARD NOTES: WB0008 BLACK THREAD PROTECTORS INDICATE 1/2- BRACE RODS RED THREAD PROTECTORS INDICATE 5 8* BRACE RODS YELLOW THREAD PROTECTORS INDICA 3/4- 3/4- BRACE RODS ORANGE THREAD PROTECTORS INDICATE 7/8' BRACE RODS GREEN THREAD PROTECTORS INDICATE 1' BRACE RODS WHITE THREAD PROTECTORS INDICATE 1 1/8' BRACE RODS W80009 6-5/8 X 0.156 Round HSS Sections may be substituted for . 8 X 0.077 sections at the discretion of Manufacturing which are of equal or greater structural capacity. WBOD10 8-5/8 X 0.188 Round HSS Sections may be substituted for 8 X 0.113 sections at the discretion of Manufacturing which are of equal or greater structural capacity. PROJECT: BU6DING ORDER DFSCRIP'IION: DRAWING Tf(LE: DRW: BAYS ENG: CMSORUWO REVISION N0. 2 B�ff:L:E ®E�® PRODUCT OF THE 124X128X24 LRF 1:12 rNORTHS BUILDRITE — UNIT 2 20# LL + 5#CLL WIND BRACING CHK: ABI DATE. 2-5-10 DRAWING NUMBER: REV. BullKmmufBa�Iu6�Q ORDER ENGINEERINGCHICO, VALLEY BUILDING CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING D 09-173921-03 00 BlueSoopeSttU�wNorth AmerNs,bc. SYSTEM SS=64, S1=26; SITE D roll n a 6 c 0 •c m tR % `o a REVISION N0. 1 � n OA1C U Z o OIW'N BI• E g q oar,GD 1T1 TO SPECIFIC ROD WASHERS ROD CLEVIS HSEsrkblGTH BOLT (b97285)A D NOTE BUILDING G BRACING DIA. NUT A B C DLA. ASSY. 7/8' HEAVY HDC NUT (095237) DR WING FOR,BBRACENT&E 1/2' 095032 085872 085918 020821 5/8' 095277 BACK-UP PLATE 5/8' 085231 095945 095948 020821 3/4' 095278 (ROUND STRUT (513374) (ROUND BRACING CLIP 3/4' 095235 ' 095947 095948 020822 7/8' 095279 1 SQUARE BRACINGSTRUT SHOWN. (��) 7/8' 095237 095947 095948 020822 1' 095280 COTTER PIN STRUT SIMILAR.) - 1 1/8' 095281 00-1, FOR 1 1/4' 095282 I SEE DETAIL . NUT I I I I 8002 A WAI CSHER CLEVIS O \ \(TYP•) CONNECTING CONNECTING STEEL B WASHER BTRAmCE C P I I 0 0 q# T] I 1 ROOF I I BEAM O 0 ROD SLOT - BRACE ROD b 1 "YP.' (BEvaWASHER 90R) / 0 CLEVE POR J/ ( USE (4) 3/4' X 2-(1 /Y /3)257 e BRACE ROD 3/4- HEAVY HEX BOLT25 795235�D �\ J e me ® " e a TYPICAL BRACING STRUT CONNECTION ® n BRACING CLIP CONNECTION DETAIL B001 TYPICAL BEVEL WASHER CONN. DETAIL 8002 a TYPICAL CLFVIS CONNECTION F5/8 L 8004 m DETAIL 8107 AT LOW EAVE LOCATION -LOW SLOE RANGE � NOTE REFER TO SPECIFIC NUT WASHERS USE (4)) 7/8' X 2 1 4' A325T n BUILDING BRACING A B C REFER TO SPECIFIC HI-STRERt�.fH BOLT (09 7.64) AND II DRAWING FOR BRACE BUILDING BRACD40 7/8' HEAVY HEX NUT (095237) ROD REDU9EMENM 095032 095872 095948 043857 ROD DRAWING FOR (5ACK-U PLATE 0 0 BRACE� (543369) 095231 095943 095918 043857 ROOF BEAM CUP 095= 095947 095918 013558 STIFFENER FOR BOX STRUT ( C 0 0 ` (543388) 7�. 095237 095947 095948 0436M ATTACHMENT FROM ORDER \ 173920 -SEE DET. BDG4 _o N N O T O ; N � y �R N o BOX STRUT TO STIFFENER CONNECTION REVISION N0. 2 ® 1' 085738 095948 095948 043859 BUILDER' PROJECT: BUILDING ORDER DESCRIPTION: CLEVISONNECTION CUM �. �INwnON 1-1/8' 095239 095949 095949 043859 WIND BRACING CFOR 'JETAIL°�O `47 \� SEE DETAIL NUT REV. SEE OALL 1-2 ROD 0`\\�\, ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 / a cr(P.) \`\ A WASHER Biu6swp�BuOmwNorth Amwk%W' (TTP•) CONNECTING STEEL B WASHER CT�Ca � 0 0 L 1 R C RF OO SLOT M A BTEA RODC BEAM 0 0 ROD ) WASHER c".) C (BEVEL WASHER) 0 Y �.. 115E (4) 7/8'GTH X 2 (1(/4' A3)2)ST '4 BRACE ROD I/ 7/8' HEAVY HOCTNL1T69(085237)D V a m a o BRACING CLIP CONNECTION DETAIL 8326 TYPICAL BEVEL WASHER CONNECTION DETAIL B: e I-- s BRACING CLIP CONNECTION DETAIL 8108 AT LOW PAVE LOCATION -LOW SLOPE RANGE DETAIL 8138 AT LOW PAVE LOCATION -Law SLOPE RANGE BOX STRUT TO STIFFENER CONNECTION REVISION N0. 2 ® PRODUCT OF THE � ® BUILDER' PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TTLE: ORW: BAY S ENG: CMSORUWO 124X128X24 LRF 1:12 NORTH VALLEY BUILDINGS BUILDRITE — UNIT 2 20# LL + 5#CLL WIND BRACING CHK: ABI DATE 2-s-10 ORA_NG NUMBER: REV. BtftMMUf8chaing ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET 09-173921-03A 00 Biu6swp�BuOmwNorth Amwk%W' SYSTEM S5=64, S1=26; SITE D o- 7EW 17 18 19 20 21 21.1 EW 128'-0'28'-0' 20'-0' 28'-0' 26'-026'-0'FRAME6• (TYP.) GABLE ANGLE (520022) PROVIDED. TO BE jL..F WORK, SIMILAR TO D F171 -TO THE UNDERSIDE F - �� -414 F124 F58° 414 fl24 FS85 414 FS68 414 ST PURUNS. LOCATE GABLE ANGLE 5'-0' FROM �� fl24 � fl24 fl26 STRUCTURAL UNE GABLE ANGLE ARE ADDITIONAL Oto 408 Oto X109 408 SOFFTi PANELS ATTACHMENT AT OVERHANG C 413 FK8 F11 C415:� F112 [4151- fl12 41°' �� F773 415}---® G i'258 406 402 E 440-5- F�S38� 403 �1 481 Q G ; 0416]^® F11 04183^® F112 0x18 fl12 4153�7.�� fl1S I1B]�---® I � I 3 F128 C41S }-�� F12 C41S}--� F124 [41S}�-® Ilk 415]---40 1Z=IC4151 --L-1 �'•`�� I 11 F2s6 1 [4163�� I'll' C4183�® F112 C4183--� fl12 4t°]-- � Fl 15 418 401~ �� I 406 402 F112 404 I F112 403 I F115 401 I F2S6 0418 }� NOTE 4 I 15 C416 }�—® I C4163- - 416 418}x® F2S6 I 4oe F11 fl12 fl12 fl13 F2s6 I C4167�® I C1187�� C41°]�® 418 }�--{�40" 418}--� �Sg 406 F115 402 404 403 481 I 0416]-�® C418:;�— I F112 1416]-�—® I fl12 415)--4=- 15 _ �=— I fl1S 416}x® II FT38 406Fil 402 fl 12 404 F112 403 1J F115 , _ 011, I �� I C1183rO�1 0418 }f� C416}�43 118]-r� 418+- 01 4ot I [418 408 F3.I9 fltS I E4163-- F112 CI16 )�---® F1 12 416- - r1 F713 418]-�® F2SB F238 406 Fl 15 402 F112 fl12 SIJ F11S �1 I F 0 104 403 C4/83=® I C4161.— C416}�® 418]-�® A9}� F�,,6. 406 fl1 4a fl12 40L fl12 403 fl1S 4013F238 I 1PC 41EZ C 418 ]FC {16]�NB ]�418 }�-401 40.7 101IOM F112 F113 41 I C 416}--� C 415 9 418 ]r-� 416 39 I i F258 40° Fll 402 fl12 404 F11z �� 04481 I F2s8 [416 F539 [418}�® 0418 Fs39 AB]-�® 416 Q I 401 F236 1 [1t1']�� Ftls I [111]^® I Ft1z [at Fs39 I fl12 atl FS39 I Ftts al Fs36 I FTS° C 411 40 Ftt I C 411 402 F639 I F112 1{11 ]-�---� 1112 111 F539 I fl13 411 401 F539B I r 401 1 FTSE 1' L41Z 408 1a►. fll„a 402 .... r,ia --.- 4M 4W , N F ' C 411 F339 fll C 411 F539 F112 [ 411 F339 fl12 411 F339 fl1S L11 F339 SSB I C 4117® Flt I C 4117�� I fl 12 [ 411 404 F539 I fl 12 411 4oJ FS39 I fits 411 401 F539 I X38 401 FTSE I 0415 408 0415 402 fl12 CAS 4W fl12 415 103 FS{9 Fl 15 413 ' ILA C 416 ]F® C 418 —{40670— [ 4183-� --c400 --- C4163- ® —{4000— [ 416 —{408)0--- [4183- ® ---E40WO�-- C 418 3�-�.LJ ----C40W0-- C 416 3---� --C40W0-- C 416 ]r� E 416 -__ FS39 I Fl 12 C4163—® I 4183�� I it 416 40,1 4013— 0418 402 F539 F112 [4183�� F112 4167F® fl1S 4163- ® 483 4013- 1 0416]-�� F112 C 416 3 fl12 4183 ® fl1S 418[402 1404 1-- 3 --� 40] 4013— [418]-�® fl12 14183' fl12 4183--® F15416 t 40.7 4013-- 1 [416 }�--L fl12 [4183-� fl12 418]- --i`++-' FI 15 416]x® 402 404 403 4013 F112 F112 F11S C4163-- � I C4163�® I 4163•x® 403 4013-- 482 F112 404 C 418}x® 04183-�® F I416:1 � fl1S 4183 ® 402 404 403 4013-- [4163� fl12 C4163- ® Fl} -� I Fl 15 418 FS39 C 402:= Fl 12I 33B�4oi3 -- [4163---LF538J fl12 04163-^® fl12 A6 fl1S 4183 3 402 401 }— T 04153'! -[ 4-j [415 �.FS{9 fl2{ 4153-1 fl24 4_�°' M [4167-�® rl [416}r-� 402 3— C41S3-�-� Fl1 C415]-�� —�41 408 }— Ir414 F124 �� 414 04163-� I 414 401 0 -e -8 Purfin Brace LocaUone ) ) ). 10 1 0 ] o ) 7-71 See Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN C-4 REVISION NO. 1 0 � nU IJ 69am �: 0 E P5 o nlC01aa en PART SCHEDULE 111 laTyl PART NAME PARC NUMBER I PART LENGTH I WORK FIELD Q STANDARD NOTES: RS0004 FOR RAKE CHANNEL INSTALLATION SEE DRAWING D-105859. RS0009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENDWALL STRUCTURAL UNE. RS0029 INSTALL PURUN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RS0031 PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE. SEE PLAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURUN ALIGNMENT DURING INSTALLATION. NOTE 10'-0' OVERHANG 1. STANDARD EAVE STRUT PROVIDED. FIELD DRILL 11/16' HOLES FOR EAVE STRUT TO ROOF BEAM ATTACHMENT 2. FIELD WORK ALL HOLES FOR PURLINS BRACE CONNECTION 3. FIELD WORK GABLE ANGLE AROUND PURUNS AT OVERHANG AREA 4. FIELD WORK GABLE ANGLE AT INTERIOR WALL LOCATION GRID 16.9 5. THIN HEAD BOLTS PROVIDED FOR GABLE TO PURUNS ATTACHMENT 10'-0' OVHERANG AND INTERIOR WALL LOCATION AT GRID 16.9 RAKE CHANNEL ATTACHMENT AT 10'-0' OVERHANG 1. TOP AND BOTTOM MUST BE BOLTS TO PURUNS do EWE STRUT 2. FIELD DRILL HOLES FOR ATTACHMENT AT OVERHANG AS REO'D 3. THIN HEAD BOLTS PROVIDED AT TOP AND BOTTOM (096636 BOLTS AND 095032 NUTS. BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TfILE: : BAYS ENG: CMSORIANO RLYISION N0. 2 BNT/.BR PRODUCT OF THE --, 124X128X24 LRF 1:12 ROOF : ABI DATE: 2 -5 -to a,E ® �® NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL SECONDARY STRUCTURALWING NUMBER: rD REV. 11 1 EM BuftmoufaciurNg ORDER ENGINEERING CHICO, CA CHICO, CA CBC 7 8Ss 64, FRAMING LA 09-173921-04 00 17aL® e,, gry�goopeBuDdImsNorth kroll kr- SYSTEM SIP 26�; SITE D FLANGE UP RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS LS ES P 9.5X.096 540515 19 1/2' 3 1/2' 1 1/8' .096' 5/18' 9.5'ES EXT 1:12LOW X95.5 540399 0 13/16 2 7/8' 1 110- 1/4' FLANGA RADIUS THICKNESS Z — SECTION DESIGN INFORMATION PURUN ASSY. 3, PART DEPTH FLANGE UP THICKNESS RADIUS PUR U 9.5X.060 2CP 530933 9 1/2' 2 3/4' 1 1/16' .060' 1/4' PUR U 9.5X.067 2CP 530934 9 1/2- 2 3/4' 1 1/16' .067' 1/4' PUR U 9.5X.077 4CP 530941 9 1/2' 2 3/4' 1 1/16' .077' 1/4' PUR U 9.5X.082 2CP 530936 9 1/2' 2 3/4' 1 1/8' .082' 1/4' PUR EXT .110X9 -1/2X86-3/4 530190 9 1/2. 2 3/16' .110' 1/4' N REVISION NO. 1 0 mnU B DRAWN B/: E AY ' PURU i 543029) / ROOF 8 1�2' HEAVY HD�f.LNI)f�(1,]2952.311ID TAI7 L 8 a F258 PURUN CONNECTION TO ENDWALL ROOF BEAM oMmGD er: REVISION NO. 2 / I ' 4 J�2• 4 1�2' Ilk X ' L• P�ggU��RUN (SIMNPSPALE Y.0 Jr2• I / I Bq�• I /2- A32ST HIS-STREN M BOLT (1097281) MID 5/8- HEAVY HEX NUT (095233) N_ r EAVE STRUT 11/2 PUURLN OIs PURUNINuous BSAYE STRUT ROOF ROOF �yROOF BEAM )1/2• X 2• USE (B) 1/2' X 2' ROOF B M OOR A325T NI-STREINGN BOLTLICE (097280) AND %D' BOLT (097TB0) AND 1/2- COLUMN �4 u112' X 2' A325T HEAVY NEX NlR HEAVY HDL NUT ._.BOLT ((097280 D (095230) CONTINUOUS (0IX LI NUOUS HEAVY HEX. NI)T (09530) PURUN PURLIN SIMPLE SPAN PURUN CONNECTION ®� �` ` o CONTINUOUS SPAN 9 1/2' PURUN LAP CONf1N000S SPAN PURUN CONNECTION DETAIL F102 STRUT CONNECTION 60ETAIL F112 INTERMEDIATE BAY STRUCTURAL CONNECTION DETAIL F115 END BAY a 1/2 ' PURUN LAP - S RUf CONN. W/SDLTS DETAIL F124 EAVE � CONNECTION TO INTERIM. FRAME o'4r • REINFORCING REINFORCING 0/15(CBOLT (89728D 5/8- HEAVY HEX. NUT (095233) i J r s r r s e, 6 / EAVE STRUT 1 USE (6) 5/8- X 1 1/2' A325T HI -STRENGTH BOLT AND 5 HEA EX. NUTS* (095233) EAVE STRUT • SAVE STRUT CONNECTION TO INTERM. FRAME F125 a - STRUT CONNECTION X/ (PURUN (1+w SPAN w� I /i CUP (543029) ROOF UIS�E�-TRucNeCw •IX 2" A325T NrNS% FIELD DRILL 9/16- HOLES FOR CONN. TYP. 0 m io I FIELD DRILL 9/16! HOLES FOR CONN. 0 co m r FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 _��-- [52 W73 526 coos toes [ ] OTY [527Y3 E 527 1 1526 C006 FOR BASE ANGLE C006 c 0550303 110-2 INSTALL.AMON SEE soax 1 DRAWINGS 1081505 AND 0550303 102-2 8'-6 1 4' 1081506 9 o2_C 25'-0' I 24'- I 74'-0' c� 12 — —11 o — Tn � I I in /THIS WALL IS /OPEN TO BMC #173920 CANOPY) A b F.9 G FRONT EW STRUCTURAL ELEVATION AT GRID 15.9 FOR GABLE ANGLE INSTALLATION SEE 12 DRAWING 1080944 — — — 527 GOOs 5211C7S2)f I � I 12 —�1 7 %--7 T- FRONT EW STRUCTURAL ELEVATION AT GRID 16.9 FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 12 REVISION NO. 2 ® Buftm >n1.1fillidlih18 Blue8copeBuMnpeNorth Amerlo4lno m • I SCHEDULE In 0 [ ] OTY ^ PART NUMBER N O 508 1 c 0550303 110-2 9 —2 1 4 soax 1 GIRT UP 9.5X.060 0550303 102-2 8'-6 1 4' 0 3 9 GIRT UP 9.5X.077 0550324 205-2 I 510 3 10 I c 18'—1 1/4" 515 1 n 0550326 194-2 16'-2 1/4' (CA n GIRT UP 9.5X.096 0550326 186-2 15'-6 1/4' 516 3 b 0550326 229-2 19'-1 1/4' 0 6 GIRT UP 9.5X.096 � NL / 23'-3 1/4- 4'527 527 0 N GIRT UP 9.5X.096 REVISION N0. A n am. 1. REVISED AB LAYOUT AT DATE GIRT UP 9.5X.096 8 14 09 GRID 16.9 2 2 GIRT UP 9.5X.096 s @ puM or putnN e Y2 E cMs 0550303 111-2 9 —3 1 4 am® er. onx�n REVISION NO. 2 STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP—IN PLUGS (097229). WS0010 (B01 T TH)E TWUNIT O 'C'HAND N(HARDERS )TODOOR ETHERREQUIRING ( ON APPROXIMA722 , 1O/28X 1ELE CN11/EH4 BOLTS [O FACTORY HOLES ARE NOT 2�ROVIDEDIIN HEADERS, FIELDLOCATE�9F/16' DIA. HOLES AS REQUIRED. WS0011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE WS0023 IMPORTANT msgs��tp��a REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 I M P O R T A N T u�aap�tq�n� WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE. THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. REAR EW STRUCTURAL ELEVATION AT GRID 21.1 ® Buftm >n1.1fillidlih18 Blue8copeBuMnpeNorth Amerlo4lno PART SCHEDULE BUILDING ORDER DESCRIPTION: [ ] OTY PART NAME PART NUMBER PART LENGTH WO°TK Q 508 1 GIRT UP 9.5X.060 0550303 110-2 9 —2 1 4 soax 1 GIRT UP 9.5X.060 0550303 102-2 8'-6 1 4' 509 9 GIRT UP 9.5X.077 0550324 205-2 17'—1 1 4' 510 3 GIRT UP 9.5X.082 0550325 217-2 18'—1 1/4" 515 1 GIRT UP 9.5X.096 0550326 194-2 16'-2 1/4' 15 1 GIRT UP 9.5X.096 0550326 186-2 15'-6 1/4' 516 3 GIRT UP 9.5X.096 0550326 229-2 19'-1 1/4' 526 6 GIRT UP 9.5X.096 0550326 279-2 23'-3 1/4- 4'527 527 6 GIRT UP 9.5X.096 0550326 289-4 2'2 24--1 1/2- 2 2 GIRT UP 9.5X.096 0550326 267-2 22'-3 1 4' 2 2 GIRT UP 9.5X.096 0550326 274-5 22'-10 5 e' 528 2 GIRT UP 9.5X.060 0550303 111-2 9 —3 1 4 529 1 CEE GT UP 9.5X.096 10702273 257-3 21'-5 3/8' STANDARD NOTES: WS0006 FILL ALL OPEN HOLES IN DOOR POST WEBS WITH PLASTIC SNAP—IN PLUGS (097229). WS0010 (B01 T TH)E TWUNIT O 'C'HAND N(HARDERS )TODOOR ETHERREQUIRING ( ON APPROXIMA722 , 1O/28X 1ELE CN11/EH4 BOLTS [O FACTORY HOLES ARE NOT 2�ROVIDEDIIN HEADERS, FIELDLOCATE�9F/16' DIA. HOLES AS REQUIRED. WS0011 GIRTS MUST BE INSTALLED ABOVE DOUBLE C HEADER AT STANDARD LOCATION. WS0014 UNPUNCHED GIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' PANEL ATTACHMENT HOLES IN THE GIRT FLANGE WS0023 IMPORTANT msgs��tp��a REFER TO PRONTO DETAIL G047 FOR PROPER GIRT ALIGNMENT. WS0027 I M P O R T A N T u�aap�tq�n� WALL SAG STRAPS ARE PART OF GIRT DESIGN; THEREFORE. THEY NEED TO BE INSTALLED OR GIRTS MAY BE DEFICIENT. REAR EW STRUCTURAL ELEVATION AT GRID 21.1 ® Buftm >n1.1fillidlih18 Blue8copeBuMnpeNorth Amerlo4lno PRODUCT OF THE BEET 90 ) ® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: SAY S ENG: CMSORIANO NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D WALL SECONDARY STRUCTURAL ELEVATION CHK: ABI DATE: 2-5-10 DRAWING NUMBER D 09-173921-05 REV. A T 15 m 8 v N I � I i I N o a+ n r s O C 0 t o N REVISION NO. 1 `o n WE i IT9RAt11 W. 0 y�j O CIIEtJ�D Bh 520 \ 519 / C5123 C 511 j� // 0008 C009 \ / C009 f1008 C252W j X qb // \\ m j / \ C5201 StB1- --[5123 15113I /� 0009 F 6009 // 0008 I CLOSE-UP r NO. 1 7 I FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 0217 0217 CN7 G247 17 18 (jD 20 RIGHT SW STRUCTURAL ELEVATION AT GRID L FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND PARTITION WALL 1081506 6247 E2 -247 6. 28'-0" FRAME 26'-0' 28'-0' pp' -p 27.-8. 128'-0' 20 19 18 17 16.9 LEFT SW STRUCTURAL ELEVATION AT GRID A 5143 5143 -- FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 1081506 6247 j IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. 20 19 FIELD WORK SCHEDULE PART SCHEDULE DETAIL I I QTY PART NAME PART NUMBER PART LENGTH FIELDIQ 511 4 GIRT UP 9.5X.082 0550325 295-2 24 -7 1/4" 512 2 GIRT UP 9.5X.082 0550325 301-2 25'-1 1/4- 513 1 GIRT UP 9.5X.082 0550325 301-2 25'-1 1 4' 5 13 1 GIRT UP 9.5X.082 0550325 301-2 25 -1 1 4 4 514 3 GIRT UP 9.5X.082 0550325 319-2 26'-7 1 4' 518 1 GIRT UP 9.5X.096 0550326 229-2 19'-1 1 4' 1 519 1 GIRT UP 9.5X.096 0550326 229-2 19;E1 1 4; 12 520 2 GIRT UP 9.5X.096 10550326 319-2 26'-7 1/4' IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. 20 19 FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A 5'-9 9/32' B_= 13'-5 1/18' 2 X001 A = 6'-2 3/8* B = 12'-10 7/8" 4 X001 A = 8'-0 21/32 1 B = 17'-0 19/32 5 X001 A = 7'-8 7/16 B = 17'-4 13/16 IMPORTANT NOTE 1. FIELD SLOT SIDEWALL GIRT FOR BRACE ROD. TYPICAL 2. FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FOR BRACE RODS. 20 19 Cit 17 16.9 16 15.9 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 REVISION NO. 2 J 39MER &ftmmufatft Blu4copeBu00wNorth Amedca,k PRODUCT OF THE —' ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BAY S ENG: CMSORUWO NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D WALL SECONDARY STRUCTURAL ELEVATION CHK: ABI DATE: 2-5-10 DRAWING NUMBER: 09-173921-05A REV. 00 4 FLANGE� UP RADIUS p THICKNESS C — SECTION DESIGN INFORMATION GIRT 1 T (LUSH TO ; li PART DEPTH FLANGE UP I THICKNESS RADIUS 9' DOOR HEADER V/ 580284 9' 3 1/2' 3/4' .081' 5/16- 9- DOOR POST V/L 580282 9' 3 1/2' 3/4' .081' 5/16' SLIDE DOOR HEADER 239-1/2 580628 B' 3 1/2' 1 3/8' .096' 5/16' SLIDE DOOR HEADER 359-1/2 580830 8'L 3 1/2' 1 3/e' .113' FLAN RADIUS W p THICKNESS Z — SECTION DESIGN INFORMATION GIRT 1 T (LUSH TO ; li PART DEPTH FLANGE UP I THICKNESS RADIUS GIRT UP 9.5X.060 550303 9 1/2' 2 3/4' 1 1/16' .060' 1/4' GIRT UP 9.5X.077 550324 9 1/2' 2 3/4' 1 1/16' .077' 1/4' GIRT UP 9.5X.082 550325 9 1/2' 2 3/4' 1 1/8' .082' 1/4' GIRT UP 9.5X.096 550326 9 1/2' 2 3/4' 1 3/16' .096' 1/4' 2 0 ON jn U � W� gE CANOPY BEAM FIELD DRILL 11/16' HOLES IN GIRT USE CUP AS tWA.LL CUP(HR 52) (HR3752 9 RTITION WALL POST PARTITIO() p3 HI uSTRENCT1f BOLT �09��81) �p 5/8' HEAVY HEX Ui flog 233 DETAIL EA16X 1PARTMON WALL POST TO CANOPY CONNECT DOUBLE 'C' HEADER 1 d I I (547046) SIJI I COLUMN OR POST J I i FIELD LOCATE 9/16' l DIA HOLES IN WEB HH -(STRENGTH H -SIRBOLT (697290) AND (543048) 1/2' HEAVY HEX. NUT (095230) DOUBLE 'C' P ETAIL EWALL OR FIELD CUT DWALL GIRT � CCLMN I FLANGE � i I _ W I _ I 71 COLUMN GIRT i FRAME BOTH INSIDE AND OUTSIDE FLANGES OF A GIRT MAY 1/2' --- INTERFERE WITH THE COLUMN RADIUS FLANGES. FIELD NOTCH GIRTS GIRT CUTTING DETAIL AS REQUIRED. FIELD NOTCH GIRT + DETAIL G019 o COLUMN FLANGES WIDER THAN 10' DOUBLE 'C' HEADER HEADER TO COLUMN OR POST TWO HEADER CONNECTION APPROX 1/2- mesPANcE r � GIRT rc 0 FIELDAROUND CUT AROUND COIJA/N FLANGE DOUBLE 'C' HEADER LENGTH 'E' 'F' SCRAP SCRAP o: MKZZZZFl,- ------- g 0 -- -- OI IJP 4w— DOUBLE DOUBLE 'C' PANEL HOLES HEADER THESE FLANGES NOTES 1. FIELD CUT DOUBLE 'C' HEADER AND LOCATE 9/16' DIA HOLES AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. DETAIL X027 FIELD WORK DOUBLE 'C' HEADER DETAIL G248 SAG STRAP TO GIRT CONNECTION REVISION NO. 1 REVISION NO. 2 DISE OWLER DRAWN W. &AW n BL mm• hftft affaan TED Bk*SGOpe WInp ftM A11W he. SAG STRAP 1 1 GIRT 1 FASTENER SIDEWALL OR ENDWALL SAG STRAP IS FURNISHED 20' LONG AND MUST BE FIELD CUT TD LENGTH REQUIRED. ATTACH SAG STRAP M THE GIRT WITH SELF DRILLING SCREW 097216. SPLICE SAG STRAPS AT GIRT LOCATIONS IF NECESSARY. Z -GIRT MOWN, ALSO APPLICABLE TO C -GIRT. PRODUCT OF THE ORDER ENGINEERING SYSTEM FEW TE 9/16- DOHOLES 1 J 18' HEADER ) DOUBLE 'C' HEADER jCUP (513025) DDDR POSE DOOR USE () WIDTH HEX 13DLT/(095085)1/AND 1/2' HEX. NUT (.9§032) .005 o DOOR POST TO DOUBLE 'C' HEADER 9' DOOR Imo'\ .`\ 1 (NOT /BY BMC) CUP (543316) USE THIN 13.11gLTX�.Z4 8)HEX. T 095WITH (3) WASHER ((095872 TO BACK-UP SLOTS IN CUP (543316) TOP MEMBER F � GIRT 1 T (LUSH TO ; li I I ' Ii 1/4' MAX ow i' 1 tI� L L OR LENGTH I f CORRECT AUGNMENT MIS -ALIGNMENT (AVOID THESE CONDITIONS) (Z-GIRTS SHOWN, ALSO APPLICABLE TO C-GIRTS) HEX BOLT (095085) AND DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT USE (2) 1/2' % 1 1/4' EAVE STRUT FASTENER SAC STRAP 1 iFRAME USE (6) 1/2' X 1 1/4' HEX BOLT (095085 AND 1/2' MDL NUf (OB ) G006 o DOUBLE GIRT TO COLUMN CONNECTION USE CUP AS TEMPLATE FIELD MLL 9/18' HOLES GIRT AND POST � GIRT 114' SIDEWALL COLUMN FIELD LOCATE 9/16' DIA COLUMN OR 6 HOLES IN DOOR POST 1 CUP (543164) /4'1 USE (2) 1/2- X 1 1/4- BOOSPOWW) AN) LEG DOWN LEG DOWN IHE/X.� IX. GRT GIRT CUP (580132) CUA. HOLES IN WEB CIA. • rc HEX BOLT (095085) AND 1 USE (2) 1/2' % 1 1/4' 1/2' HOT. NUf (095032) i THIN HO. BOLT (096876) AND 1 ONE HEADER CONNECTION 1/2' HEX. NUT (095032) ¢ 4 DOOR HEADER DOOR POSE DETAIL DDO6 DOOR HEADER TO DOOR POST 1 iFRAME USE (6) 1/2' X 1 1/4' HEX BOLT (095085 AND 1/2' MDL NUf (OB ) G006 o DOUBLE GIRT TO COLUMN CONNECTION USE CUP AS TEMPLATE FIELD MLL 9/18' HOLES GIRT AND POST � GIRT 114' SIDEWALL COLUMN (p) ��yy1 4) 1BOLT COLUMN OR OR ENMALL POST ENDWALL POST qJP (543164) CUP (543164) _DOUBLE LEG DOWN LEG DOWN J GRT GIRT I� CUA. HOLES IN WEB CIA. • rc HEX BOLT (095085) AND 1 TA 1 iFRAME USE (6) 1/2' X 1 1/4' HEX BOLT (095085 AND 1/2' MDL NUf (OB ) G006 o DOUBLE GIRT TO COLUMN CONNECTION USE CUP AS TEMPLATE FIELD MLL 9/18' HOLES GIRT AND POST � GIRT 114' SIDEWALL (p) ��yy1 4) 1BOLT COLUMN OR ENDWALL POST i i FORCO E>�N _DOUBLE COLUMN OR POST HEADER 1DER FIELD LOCATE 9/16 - I� CUA. HOLES IN WEB CIA. • USE ((4 1/2' X 2' A325T HEX BOLT (095085) AND M -STRENGTH BOLT (097280 AND 1/2' HEAVY HEX NUT (0950 CUP (543018) 1/2' HOT. NUf (095032) o DOUBLE 'C' HEADER TO COLUMN OR POST DETAIL 0011 1 ONE HEADER CONNECTION I FRAME USE (41 1/((2' X 1 )1/4' %2 HEX NUT (09ED2) DETAIL G007 SINGLE GIRT TO COLUMN CONNECTION FOR SWAP CONNECTION SEE DETAIL 9' DOOR POST SIDEWALL (p) ��yy1 4) 1BOLT COLUMN OR ENDWALL POST i i FORCO E>�N b >T JEGIRT .246 USE (2) 1/2' X 1-1/4' I FRAME USE (41 1/((2' X 1 )1/4' %2 HEX NUT (09ED2) DETAIL G007 SINGLE GIRT TO COLUMN CONNECTION FOR SWAP CONNECTION SEE DETAIL 9' DOOR POST (p) ��yy1 4) 1BOLT -- -------- TTHHIN ND (09 AND 2 HEX NUT SW2 i i FORCO E>�N b >T .246 USE (2) 1/2' X 1-1/4' (TYP•) CUP (513164) HEX BOLT (095085) AND AEG DOWN 1/2' HOT. NUf (095032) DETAIL G223X SINGLE GIRT TO DOOR POST CONNECTION GIRT LENGTH 'A' ------------------ ----------- ^� 1 GBTT PANEL HOLES THIS FLANGE SIDEWALL INSTALL (3) ROWS OF SAG STRAPS IN EACH SIDEWALL BAY. ACTUAL NUMBER OF ROWS OF CARTS MAY VARY. DETAIL G247 I SAG STRAP PLACEMENT IN THE SIDEWALL ATTACH SAG STRAP TO THE EAVE STRUT NOTES: WITH SELF ORILUNG SCREW 097216. 1. FIELD LOCATE 1' DIA X 2' SLOTS AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. DETAIL G250 n SAG STRAP TO EAVE STRUT CONNECTION DETAIL X001 ^ FIELD SLOT SIDEWALL GIRT FOR BRACE ROD BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE 124X128X24 LRF 1:12 WALL SECONDARY NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL STRUCTURAL ELEVATION CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE D DRW.' BAY S ENG: CMSORIAN0 CHK: ABIDATE 2-5-10 DRAWING NUMBER: REV. D09 -173921-05C 00 PANELS PROVIDED LONG TO FIELD WORK BY BLDR I I v I I � I n m p a nn_ p♦ n m n mm_ m p� �yb y♦j H ',� X31 g 3 z I I o I I o U I I rn w I I z o - 10'-o' I 25'-0' I 25'-0' I 24'-0' DOOR POST PANEL TO STRUgTURAL FASTENER, 2'-6 O.C. C FIELD DRILL HOLES. PANEL TO PANE FASTENER, 2'-6 O.C. FIELD DRILL HOLES. I T \-CORNER TRIM (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL CUSTOM CONDITION BR II PANEL PANEL TO PANEI, FASTENER, 2'-6 O.C. FIELD DRILL HOLES. \-CORNER TRIM �A j (007461) 12'-0" LONG. FIELD CUT OR LAP AS REQ'D. OUTSIDE CORNER TRIM DETAIL STANDARD CONDITION FIELD WORK WALL PANELS OPEN TO NON -BMC Wal ab G FRONT ENDWALL PANELING ELEVATION AT GRID 15.9 FIELD CUT BR II PANEL— HERE ETaI NSozx OPEN TO NON -BMC WALL FRONT ENDWALL PANELING ELEVATION AT GRID 16.9 INTERIOR LINER WALL PANEL HERE CUT BR II PANEL PANEL PANE FASTENERER , 2'-0 O.C. I SIDE CORNER TRIM 007470) 12 —0 LONG. ELD CUT, LAP OR DRILL AS REQ'D. • SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM STANDARD CONDITION CONTINUATION OF WALL PANEL FIELD WORK AROUND GIRTS (GIRTS OMIT FOR DWG CLARITY) PANEL TO PANE, FASTENER, 2'-0 O.C. I SIDE CORNER TRIM 007470) 12 —0" LONG. ELD CUT, LAP OR DRILL ' AS REQ'D. s SEE DETAIL -7 FIELD NOTCH WHEN LAP SPLICE IS REQ'D. INSIDE CORNER TRIM CUSTOM CONDITION RIGHT SIDEWALL PANELING ELEVATION AT GRID L REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: ait- 75T90® onNm � NORTH VALLEY BUILDING S But1wMOWN" ORDER ENGINEERING CHICO, CA Ilr � e* pt Blu4wpsBugffl North AL wim W_SYSTEM PROJECT: BUILDRITE — UNIT 2 CHICO, CA STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BBRRIIJWALLFPDRIL -M-PAN SCR W .FASTENERS ARE D97364 (1/4 X 3/4 T-30 TORXWPOO19 BRII WALL PANEL -TO -STRUCTURAL TOP/BASE FASTENERS ARE 097361 (11/32 X 7/8 T-45 TORX SCRUBOLT). WP0028 FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DINGS ----------------------------------------------- 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUILERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE ITEM a.atsrtt»ta..an... FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BRII ALLFPDR L- SORRT E C. ARE 097365 (#12 X 1 1/4' T-30 TORXIMPORTANT NOTE 1. BLDR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WILL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. BUILDING ORDER DESCRIPTION: 120128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D DRAWING TRIS: WALL PANEL DRAWING ORW: 13AY S I ENG: CMSORL4N0 CHK: ABI DATE 2-5-10 DRAWING NUMBER: REV. D09-173921-06 00 WALL PANEL SCHEDULE ID OTY. PART NUMBER EXT. INT. SUFF. SUFF. LENGTH DESCRIPTION W001 40 0027090 105 290-0 BRII MT SOLAR WH W002 3 0027093 105 121-1 BRIT HDR MT SOLAR WH WOD4 6 0027463 105 287-5 BRIT SQ SOLAR WH W005 2 0027463 105 290-5 BRIT SO SOLAR WH WOOS 2 0027463 105 293-5 BRII SO SOLAR WH W007 2 0027463 105 296-5 BRII SO SOLAR WH W008 2 0027463 105 299-5 BRII SO SOLAR WH W009 2 0027463 105 302-5 BRIJ SO SOLAR WH W010 2 0027463 105 305-5 BRII SQ SOLAR WH W011 2 0027463 105 308-5 BRII SO SOLAR WH W012 2 0027463 105 311-5 BRII SQ SOLAR WH W013 2 0027463 105 314-5 BRII SO SOLAR WH W014 2 0027463 105 317-5 BRII SO SOLAR WH W015 2 0027463 105 320-5 BRII SQ SOLAR WH W016 2 0027463 105 323-5 BRII SQ SOLAR WH W017 2 0027463 105 326-5 BRII SO SOLAR WH W018 2 1 0027463 105 329-5 BRII SO SOLAR WH W019 2 0027463 105 332-5 BRII SQ SOLAR WH W020 2 0027463 105 335-5 BRII SO SOLAR WH W021 2 0027463 105 337-5 BRII SO SOLAR WH W022 2 0027463 105 338-5 BRII SQ SOLAR WH W023 2 0027463 105 340-5 BRII SO SOLAR WH W024 2 0027463 1 105 341-5 BRII SO SOLAR WH W025 2 1 0027463 1 105 343-5 BRII SO SOLAR WH W026 2 0027463 1 105 344-5 BRII SQ SOLAR WH W027 2 0027463 1 05 1 346-5 BRII SO SOLAR WH W028 2 0027463 1 105 347-5 BRII SQ SOLAR WH STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BBRRIIJWALLFPDRIL -M-PAN SCR W .FASTENERS ARE D97364 (1/4 X 3/4 T-30 TORXWPOO19 BRII WALL PANEL -TO -STRUCTURAL TOP/BASE FASTENERS ARE 097361 (11/32 X 7/8 T-45 TORX SCRUBOLT). WP0028 FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DINGS ----------------------------------------------- 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUILERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE ITEM a.atsrtt»ta..an... FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BRII ALLFPDR L- SORRT E C. ARE 097365 (#12 X 1 1/4' T-30 TORXIMPORTANT NOTE 1. BLDR TO FIELD ADJUST SIDEWALL PANELS AS REQUIRED FROM ORDER 173921 TO 173920. STANDARD PRONTO LOCATION PROVIDED 2. FIELD LOCATE PERSONAL DOOR. REFERENCE ARCH. DWG FOR LOCATIONS 3. WINDOWS HAVE NOT BEEN ORDER FOR THIS PROJECT. BMC WILL NOT SUPPLIED ANY STRUCTURAL SUPPORT OR WINDOW TRIMS. BUILDING ORDER DESCRIPTION: 120128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D DRAWING TRIS: WALL PANEL DRAWING ORW: 13AY S I ENG: CMSORL4N0 CHK: ABI DATE 2-5-10 DRAWING NUMBER: REV. D09-173921-06 00 WALL PANEL SCHEDULE WALL CLOSURE 630140 PROVIDEDFIELD WORK WALL PANEL FIELD WORK AS REQUIRED DET. M059X AS REQUIRED BY BLDR QTY. - PART EXT. NUMBER :W INT. SUFE. LENGTH DESCRIPTION W003 1 10 0027162 105 I' I V/z 1 338-2 1 BRII SQ SW PNL 15.9 17 18 19 20 21.1 as 128'-0• 10'-0• z�(OVERHANG) 8 I Z'C7// 28'-0• 20'-0• 28'-0• 26'-O• 26'-0• . o I O 0 V) I E TYP. - I �77rrrr77,11777777� 0 >��H I;Holk INSIDE CORNER TRIM FOR FEW PANEL 3 Q V R99 Y '1 ,. A Ree 2a'—o• i ARee r SOFFIT TRIM BY BLDR BOX OUT OVERHANG BEAMS TRIM BY BLDR R99 OFT'IT CHANGE DIRECTION SOFFIT TRIM BY BLDR 16.9 15.9 ,{ (TYPICAL) R99 (TYPICAL) 3 WALL PANELS ELEVATION i RBB AT GRIDLINE F.9 _ v i R� OPEN c oI NO SOFFIT A R9a RB9 WALL PANEL SCHEDULE ID QTY. - PART EXT. NUMBER :W INT. SUFE. LENGTH DESCRIPTION W003 1 10 0027162 105 1 338-2 1 BRII SQ SW PNL J Q t� Z w LLJ a s N z 0 Z O " 11 0 N � FEZ 0o j 00 In I 9_ o ' V% a 390'-0• MATCH LINE NOTE: 1. BLDR TO BOX OUT ALL THE OVERHANG BEAMS 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS 2. FIELD WORK ALL TRIMS FOR SOFFIT PANELS ROOF PANEL SCHEDULE IDIQTY. PART SUFF. LENGTH NUMBER DESCRIPTION R99 1 128 0027938 1 339 120-0 BRII UNPN ROOF WS SOFFIT PANELS LAYOUT (BRII PANEL SOLAR WHITE m' SOFFIT PANEL AT RIDGE RB9 SOFFIT TRIM BY BLDR R99 RBeeRBB R99 RDS ` R99 J FIN R99 NO Ree R99 Reg R99 R99 Res Reg REVISION N0. 1 RLYLSION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TOLE rW. BAY S ENG: CMSORIAN0 PRODUCT OF THE3LffLEJW --, 124X128X24 LRF 1:12 K: ABI DTE: 2-5-�gwgn )aNORTH VALLEY BUILDING S BUILDRITE — UNIT 2 20# LL + 5#CLL WALL PANEL AWING NUMBER: REV. Buftm wfa3C4rbv ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWINGMWISCOPBUH&PNorthAmmmi.Ire. SYSTEM Ss=64, S1=26; SITE D 09-173921-06B 00 i:. U 11 "� C. .J � � �- " 4 Ci- '. , oz PANEL TO PANEL BUTLERIB II FOSTERER, 2'-8' O.C. ROOF PANEL --BAY BLUE- — — ENDWALL TRIM (630306) $EE DWG. 1061166 WALL ADAPTER (630312) SEE DWG. 1081166 -BAY BLUE•- TORX T-30 SELF -DRILLING SCREW (097364) (2'-0' O.C.) PURUN OR EAVE STRUT WALL CLOSURE (640431) SEE DWG 105098 SOLAR WHITE- BUTLERIB II PANELENDWALL NOTES: SEE LE DRAWING 1081635 IF HIGH WIND GAB TRIM CUPS ARE REQUIRED n uac o nm GABLE TRIM LEFT WITH BUTLERIB II RC DETAIL K357 BUTLERIB II WALL PANEL W/CLOSURE (<-t:t: 1/4'-14 x 1-1/4' SDS 097230-193 ` GABLE ANGLE EW. (520007) 1. 7 �N A PURUN PANEL TO STRUCTURAL FIELD NOTCH GABLE FASTENER ANGLE A PANEL AT PURUN LOCATION PANEL TO STRUCTURAL LE ANGLE FASTENER 1. — - LINER PANEL SECTION—A as e.nm DETAIL o®i N502X LINER PANEL TO TOP OF PURLINS TORX T-30 BRIT ROOF SELF -DRILLING SCREW (097365) (1 FT. O.C.) S(TANDARD WALL CLOSURE FIE WORK AS REQUIRED REVISION NO. i �TORX T-30 SELF-DRILUNG SCREW (097364) (2 FT. O.C.) UT SAVE STRWALL CLOSURE (640431)) -4-SEE DWO. 105098 WAIL ON BUT.EPJB II PANEL 5O/ CUT — 3 I EWE —\-ROOF PANEL UTTER I �OUTLET I I I v fOR D RIVET (TYP.) 884) -ALUMINUM I iV (097124)-BLACK11`PIroPE(0080814)PPIIPE (000B814) I I cV FIELD CUT II H91E.SL PANEL TO PANEL BUTLERIB II PANEL TO PANEL SEF ERECTION DRAWING 1081635 FASTENER, 2'-8' O.C. ROOF PANEL , '-8' O.C. IF HIGH WIRD GABLE TRIM CUPS BUTLERIS 6 45737) ARE REQUIRED ROOF PANEL BUTUETBB II -BAY BUJE- -BAY EWE- ------ - ENDWALLTRIM TRIM _ I (009294) OTY-2 i 7) (E7�8) GEE DRAWING 105224. 105225. AND 105228 FOR DOWNSPOUT INSTALLATION SCRUBOLI SLOPE RANGE 1 4:12 THRU 1:12 0. DWd. 1061166 SEE DWG 1081188 DETAIL K849 (097198) 3'-0' O.C. 3'-0' O.G LOCK -RIVET WALL WALL ADAPTER (098308) VFAS�ERS.2 630312 ( 313) WALL ADAPTER RAKE CHANNEL 'EEEE OW4`. 1061166 SEE DWG 1081188 (830313) CER „BAY BLUE- -BAY BLUE- PURUN, EAYE STRUT T-30 TORR T-30 OR EXTENSION-DRIWNG BAY BLUE- SCREW SELF-0RILUNG SCREW PURUN. EAVE STRUT 364) (2'-0' O.C.) (097384) (2'-0' O.C.) SAVE STRUT PURUN OR SELF-DRIWNC SCREW "BAY BWE- EAVE STRUT WALL CLOSURE SOFFIT TRIM (840334) 1 SOFFIT TRIM (840431) 10'-4' LONG - INSGLL - SEF DING. 105098 BEFORE TRIM ENDWALL -BAYS �1SOLAR WHITE" 1 1/4-14 X t' SDS ENDWALL BUTLERIB 11 PANEL BRIT 120' (SOLAR WHITE) 1 (097363) 1'-0' O -C, NOTES: BUND RIVET 1'-0' O.C. SEE ERECTION DRAW 1081635 IF HIGH WIND 097124 (MACK) OR 088864 GABLE TRIM CUPS ARE REQUIRED ( NINlA1) ENDWALL ON GABLE TRIM RIGHT WITH BUTLERIB II ROOF°® s de GABLE TRIM LEFT WITH BUTLERIS II ROOF DETAIL K358 BITLER113 II WALL PANEL W/CLOSURE (<e1:12) DETAIL K481 WALL ADAPTER RETURN AT EW ON W/9-1/2' PuRUN — 3 I EWE —\-ROOF PANEL UTTER I �OUTLET I I I v fOR D RIVET (TYP.) 884) -ALUMINUM I iV (097124)-BLACK11`PIroPE(0080814)PPIIPE (000B814) I I cV FIELD CUT II � 2�)IN CONDUCTOR PIPE (006614) SEE DRAWINGS 103223 d 104550 BLIND RFVEr CONDUCTOR I (096684) -ALUMINUM (830227) (TYP.) I OR (097124) -BLACK ' - WALL 45737) PANEL (008 45' ELBOW BUTUETBB II IF HIGH WIND GABLE TRIM CUPS ARE REQUIRED (008737) QTY -1 ROOF PANEL 90' ELBOW \ _ I (009294) OTY-2 i FLOOR 14 GEE DRAWING 105224. 105225. AND 105228 FOR DOWNSPOUT INSTALLATION ENDWALL TRIM SLOPE RANGE 1 4:12 THRU 1:12 pw 4 INCH DOWNSPOUT AT 10' CANOPY DETAIL K849 (830307) SOFFIT SUPPORT INSTALLATION mmW A. 9YOCx/1L 6TT11N11 OLAP mn SOFFIT INSIDE CORNER TRIM PANEL TO PANEL NOTES, SEE DRAWINGS 103223 d 104550 BRI] ROOF FASTENER, 2'-8' O.C. DRAWING TRUE: FOR CUTTER INSTALLATION NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D SEE ERECTION DRAWING IOB1835 LOCK -RIVET (098308) TATE ORWN n: ITr BUTUETBB II IF HIGH WIND GABLE TRIM CUPS ARE REQUIRED ALONG WITH ROOF PANEL WASHER (098304) -BAY BLUE- - _______ ENDWALL TRIM SCRUBOLT (097198) (830307) 3'-0' O.C. SEF DWG 1081166 LOCK -RIVET (098308) FIELD DRILL 5/18' WALL ADAPTER DIA FOR SCRUBOLT RAKE CHANNEL (830313) CER (097196) 3'-0' D.C. SEES OWG 1081168 BAY BLUE- (630077) PURUN. EAVE STRUT TORX TATO GUTTER SAVE STRUT OR EXTENSION SELF-DRIWNC SCREW "BAY BWE- (097364) (2'-O' O.C.) SOFFIT TRIM SOFFIT TRIM (640334) 0334) IW -4' LONG - INSTALL 1�LY•9WEa BEFORE EIDWALL TRU/ -BAY BLUE- BRO 120' (SOLAR WHITE) 1/4-14 X 1' SOB BRU 120' (SOLAR WHITE) I (097363) 1'-0O.C. 1 i 1/4-14 X 1.9 BLIND RIVET 1'-0' O.C. BUND RIVET 4'-0' (097385) 1'-0' I 097124 (BLACK) OR 1'-0' O.G S.W. SMC ENDWALL O.H. # 096884 (ALUMINUM) SLOPE RANGE 1/4.12 THRU 4:12 GABLE TRIM RIGHT WITH BUTLERIB II ROOF °® n GUTTER W/0 WTHR. SEAL WJBRII ROOF DETAIL K482 WALL ADAPTER RETURN AT EW oN w/9-1/2' PURLJN DETAIL M137 m AT S.W. OVERHANG W/9-1/2 PURUNS REVISION NO. 2BUILDER: BUTLER ® Buftm Iuf8�R�1Q BluoSwp BuROWNoMAMWIMkLc PRODUCT OF THE �® ORDER ENGINEERING SYSTEM PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRUE: DRW: BAYS I ENG: CMSORIANO NORTH VALLEY BUILDING S BUILDRITE — UNIT 2 CHICO, CA CHICO, CA 124X128X24 LRF 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64, S1=26; SITE D EDGE OF ROOF DETAIL SHEET CHK: ABI DATE: 2-5-10 . TATE ORWN n: ITr DRAWING NUMBER: D09-173921-076 REV. 00