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Home My WebLink About000-000-014ti'Tv ryw J Q �b I Z 0 I L,J I I Zlo-0 J - - . o= KEY PLAN 5. 16 SPECIFIC ERECTION DRAWING LIST 0'-6' 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 TI THIS SHEET AND CAN IN IDENTIFIED INDCE N FROM THE TITLES AND DRAWING SEQUENCE NUMBERS / THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. N O) - - / rri � DRAWING TRLE: AC FTIE NO.: ROOF w>E 02/16/e3 U / SECONSTPRAL DA11. NAR REvlsa N FRAMINGLN m D 83123456-05L 02 TITLE L DRAWING THE YEAR DURING WHICH YOURS EQ U E N C E ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER �V OF YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE. Butlerib a II Wall System - Panels Calculated eectional properties for Butlerib II a wag panel materials using 1996 edition of NSI 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' Section Through Panel Section Properties for One Foot of Width Pmrd Design Material Thick On) Fy 04 E IWeighCom No Un) non Ouheide Compression on amide sx Ong 1 Oµ) S. 0n3) 1 1 Ono) 26 GA St" 1 0.017 SO 29500 0.95 1 0.0498 I 0.0603 I 0.0529 0.0417 009-173920-00 COVER DRAWING - SHEET 1 D09 -173920 -GA SHAKEOUT PLAN - SHEET 1 D09-173920-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D09 -173920-01A SPECIFIC REACTION DRAWING - SHEET 2 D09-173920-018 ANCHOR BOLT DETAIL SHEET - SHEET 3 009-173920-02 CROSS SECTION ERECTION DRAWING - SHEET 1 D09 -173920-02A CROSS SECTION ERECTION DRAWING - SHEET 2 009-173920-02B CROSS SECTION ERECTION DRAWING - SHEET 3 D09 -173920-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 4 D09-173920-03 WIND BRACING DRAWING - SHEET 1 D09 -173920-03A WIND BRACING DETAIL SHEET - SHEET 2 D09-173920-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 009-173920-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 2 D09-173920-048 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 3 Dog_ 173920-M ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 4 D09-173920-040 ROOF SECONDARY STRUCTURAL DETAIL SHEET -SHEET 5 D09-173920-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 D09 -173920-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 DD9-173920-05B WALL SECONDARY STRUCTURAL ELEVATION - SHEET 3 D09 -173920-05C DOOR DETAIL DRAWING - SHEET 4 D09-173920-050 DOOR DETAIL DRAWING - SHEET 5 D09 -173920-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET -•SHEET 6 D09 -173920-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 7 COVER DRAWING NOTES DESIGN CRITERIA SUMMARY The 2007 edition of the 'California State Building Code' by the State Building Code Standards Committee. STANDARD NOTES: Occupancy Category (Table 1604.5) Section 1606 Dead Loads GENERAL USE Weight of Roof Panel, Insul. and Secondaries (psf) Collateral Load On Frames(psf) 2.4 5.0 Collateral Load on Secondarfes(psf) 5.0 Section 1603.1.2 Roof Live Load Roof Live Load,(psf) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Snow Load REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. Ground Snow Load Pg(if 0.00 Roof Snow Load, �f(pssf�) 0.00 Snow Importance Factor, Is 1.00 Snow Exposure Factor, Ce 1.00 Snow Thermal Factor, Ct 1.00 Section 1603.1.4 Wind Design Data V Wind Speed (mph 85 Wind Importance actor, Iw 1.00 Wind Ex eg cry Fn En closure�CloseifletaUn Internal Pressure Coefficient lased +f 0.18 Section 1603.1.5 Earthquake Design Data Seismic Importance Factor, Is 1.00 Spectral Response Ace at 0.2 -sec Period, Ss 64X g Spectral Response Ace at 1 -sec Period, S1 Design Spectral Response Ace Short Periods, Sds 26X g 0.550 at Design Spectral Response Ace at 1 -sec Short Periods, Sdi g 0.326 g Site Class D Seismic Design Category 0 Basic Seismic Force Resisting Systems) Bracing - Ordinary Concentrically Braced Frames (OCBF) R 3.25 Main Frames - Ordinary Steel Moment Frame (OSMF) 3.50 Seismic Response coefficient, Cs Bracing 0.169 Main Frames Design Bose Shear (W), V=Cs W Analysis Procedure - Equivalent Lateral Force Procedure 0.157 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 CLIP CONNECTION. 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. r DRW: ABI ERG: CMSORIlWO CHK: BAY S DATE 2 -5 - DRAWING NUMBER: REV. n nq-17.3R gn-nn nn - STANDARD NOTES: CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. Butlerib • II Roof System - Panels REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. Calculated sectional properties for Butlnrfb Ilvroof system panel materials acing 1998 edition of NSI CD0013 I�ESEDPGS ,FE SEAL PS�ONINM�SSSUPLIEDBYBUTLERMG. CO. DINTEDED AS design manual. THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. V 36' CDO017 MATERIALS -----ASTM DESIGNATION -------------- --------------------------- STRUCT PLATE 1' $ LL55 A529 AND A572 FY v 55 KSI GRADE 55 STRUCT PLATE OVER 1 A529 AND A572 FY 50 KSI GRADE 50 12' 12' 12' LIGHT GAGE COLD FORMED EQUIV TO A1011 FY 60 KSI RADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 4 1/2' 3' 1 4 1/2 4 1/2' 3' 1 4 1/2' 4 1/2' 3' 1 4 1/2' ROUND TUBE A500 GRADE BFY v 42 KSI SQUARE TUBE A500 GRADE B FY 46 KSI BRACE RODS 3/4- & l€SS A510 GRADE 1018 BRACE RODS 0 3/4 A572 GRADE 50 OR GREATER Outsid Face CDO028 HIGH STRENGTH BOLTING: --------------------- 1-0 SPECIAL NOTE: Section Thrcuah Panel ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE N A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT` METHOD SPECIFIED IN THE 'SPECIFICATION FOR ,m1 Section Properties for One Foot of Width STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', PUBLISHED BY 6 RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WILL BE SUPPLIED • WITH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES. Pond Design Material Thick (in) Fy (m0 E (kW) Weight &Ft.) Com en on Ogg cern ression on Inside IT THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER Sic (h� IOM) Sx Ona) I (N4) TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. 0 ; N 2e GA Steil I OA170 I e0 29500 I 0.95 I 0.0162 0.0557 0.0503 0.0407 Ip . N 0RNA 11. 4 PO BRA 28 E:FO!R _ U VV UOV CONSTRUCTION USE ~ a CIA `ora REVISION N0. 1 REVISION NO. 2 PRODUCT THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: a,e aa: BAILER ,OF 50k39OX24 LRST 1:12 W awmN er sg rn er ® �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL COVER DRAWING ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 �0 alaoan n oataaa m Bh*SCWO&dl n oNorthAntedf&W- SYSTEM IZIT97 n DRW: ABI ERG: CMSORIlWO CHK: BAY S DATE 2 -5 - DRAWING NUMBER: REV. n nq-17.3R gn-nn nn EW 390'-6" BAYS 30'-0" 20'-0" 30'-0" 30'-0" 20'-0" 30'-0" 30'-0" 20'-0" 30'-0" 30'-0" FRAME .. ., (TYP.) 23' - 0(5) 0 (5) <D(5) <D(5) <D(5) <D(5) � 0 (5) 0 (5) <Z>(5) 0 (5) <D(5) <Z>(5) Q (5) <D(5) �UTLER Q 550324-343-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 O (5) 550325-271- �o 3: 20# LL + 5#CLL SHAKEOUT DRAWING NUMBER: REV. W O R W Q Butler Manufacturing - W© W O R 550303-193-2 CHICC, CHICO, CA - � PLAN 12�ORDER CHECKED BY: V72736 V72748 V72748 n nN 727 48 48 72nN7 V2 6 nN 56 48 V72N756 V72nN7 72nN7 48 V72nN7 48 V72nN7 48 V72nN7 48 V72nrN7 Q U530937 I Q (3) 0 (12) 12 (2 (2 (12) 0 (2) 0 (2 >550325-277-2 QZ (12 n OZ (12) 530942-395- 5 - 3093 - - 5 - - 9 — a 530934 -239-4r LI, - a3 S 40515-2- (9N� Q( -12-a � 4(1)N0 aS 2 ()N 0 (2) S S (2)n 40515 12-a - 0 t2 -a^40523-39- 0 2 -NQ() O(1 „^,O - (95 2t - Qo a-O(95O Nn 53093 N ES (1) S '(1) (2) S S E r S r ES n S n (2) S- ( - I— I 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-239-4 540523-359-4 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-359-4 540515-239-4 540523-359-4. 540515-203-4 540515 -?E • O ( Q (2) ® 550325-277-2 3 o - n ES 540515-239-4 (2) QZ (10) ZO (i0) 530936-395-4 530933-275=4 <D(10) < (10) ES (1) ES (2) ES 530936-395-4 530933-275-4 540523-359-4 540515-359-4 540515-359-4 (2) ES (2) 540515-359-4 ES 540523- f - L� V72746 - V72754 - - V72754 - - V72762 - V72754 V72754 - -V72762 - - V72754 - - V72754 - V72?62 - _ V72762 - - V72754 - - V72754 - V72754 V72754 z WOR WOR Olu CA 1550303-091-1 0 (1)0 (2) <Z>(1) 0 (1) <E>(2) <D(1) 0 (1) <Z>(2) <D(1) 0 (1) <Z>(2) <Z>(2) 0 (1) 0 (2) 0 (1) N. 550326-229-2 550303-091-2 550303-091-2 550326-229-2 550303-091-2 550303-091-2 550325-229-2 550303-079-2 550303-091-2 550327-349-2 550326-229-2 550303-091-2 550324-193-2550303-013-2 (1) <2> (1) <D (1) <D (1) 0 (1) <D (1) 0 (1) 0 (1) <D (1) - - 550303-073-2 550303-079-2 550303-079-2 550303-079-2 550303-079-2 550303-091-2 550303-079-2 550303-079-2 550303-079-2 0 (1) <D (1) <D (1) 0 (1) <D (1) <D (1) 0 (1) 0 (1) <D (1) . 550327-343-2 550327-349-2 550327-349-2 - 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550324-271-2 EW 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: <15> SAVE STRUT, <jE> TRUSS PURLIN, © C -SECTION. <Z> Z -SECTION ® R - BRACE BAY OR SECTION [• = W. WP, or PF (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roof ] PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: ABI ENG: CMSORIANO REVISION N0. 1 REVISION N0. 2 DATE: � DATE: � �UTLER -� 50X39OX24 LRST 1:12 CHK: BAY S DATE: 2-5-10 DRAWN BY: DRAWN BY; O �o NORTH VALLEY BUILDING S BUILDRITE — UNIT i UI 20# LL + 5#CLL SHAKEOUT DRAWING NUMBER: REV. Butler Manufacturing ENGINEERING CHICC, CHICO, CA 85 MPH EXP C; CBC 0 PLAN 12�ORDER CHECKED BY: (CHECKED BY: BlueScoPe Buildings North America, Inc. SYSTEM S.q=(i4 c,1=96 -R• SITF n 009-1?3920—DOA Inn 1 Q Y T Q Q Q Q Q EW 390'-6' BAYS 30'-0' 20'-0' 30'-0' 30'-0 20'-0' 30'-0' 30'-0' 20'-0' FRAME t O� 390'-6- A4tt TYPICAL - - - - - - - - - - - - - - - - - - - - - - J Q N I A906 A906 A9Da ABO6 A609 A606 A60e A60e w�� ~ o I O c o1 .I I Aeon I AWS I AWS I A1Kra I Aaoe I Atli I AM I Aeoe Of in LL N ASS3 y F A391 - - - - - A391 A391 • A791 J i.7 A392 &392 A392 A392 A392 _ W N 390'-8' Asll TYPICAL I7 -6l14-0 9 -8 I'7-6*I-�r 14 0" 18'-6* 17'-8"1 14'-0' 18'-6'1 17'-6*1 14'-0* 18'-6'17'-6"1 14'-0' 18'-6"1 M11 M11 A411 M11 A411 ANCHOR BOLT PLAN MATCH LINEA 10 C4D 12 13 14 15 15.9 390'-6' 20'-0' I A3� I Aeo9 I Aeoe I A9os i L14 LI I Aeoe I A9oe I ANG I AW6 I ASM A391 A392 A392 I Ae9e IAlter I Ats9e I Asp — AJ92 _6• Asll TYPICAL 17'-6" 1 14'-0' 18'-6' 17'-6'I 14'-0* 18'-6" 17'-6 1 4=0 18 =6. , ED A{11 M11 ANCHOR BOLT PLAN 2'-0' I"'-6� 14'-0- X11 I--,1 STANDARD NOTES: A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE PRODUCT OF THE SQUARE, LEVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT MATCH HAND SET ANCHOR BOLTS. LUNE ABOO10 ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36, MINIMUM. A80013 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. A80014 C A U T I O N a•Nss��aa RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING mBLedier AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A mm " TO STRUCTURE WILL NOT BE SATISFACTORY. FAILURRESULT CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING MAKE ADEQUATE TE PROVISION FOR THE HORIZONTAL THRUST CANONAL IN aaa® lit FOUNDATION FAILURE ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT Sc -R4. ';1=9F;. SITF n D09-173920 —01 00 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. ABOO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. A80018 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. - A �o `o REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIFMON: DRAWING TIRE: DRW: CMSORIANO ENG: Iw1E �� CHK: BAYS DATE: 08/07/09 50X39OX24 LRST 1:12 SPECIFIC DRAWING NUMBER REV. n BUTLER ® �® 11L9111 er 1tF97N er NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ANCHOR BOLT mBLedier mm " ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING aio aaa® lit IlWeSocpeBuDOWNorthknffk IrIc SYSTEM Sc -R4. ';1=9F;. SITF n D09-173920 —01 00 cam= en ENDWALL FRAME AT SIDEWALL GRID 1 FRAME AT SIDEWALL GRIDS 2, 3, 5, 6, 8, 9, 12, 13, 14 & 15 FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 H F.8 V Z H I J.5 V Z H L V Z DL DEAD LOAD 0.06 0.83 0.00 -0.01 1.45 0.00 -0.03 1.20 0.00 CLL COLLATERAL LOAD 0.11 0.93 0.00 -0.05 1.78 0.00 -0.01 1.81 0.00 LL LIVE LOAD 0.34 3.04 0.00 -0.26 5.85 0.00 -0.04 6.07 0.00 WL1 WIND LEFT+INT PRESS -1.56 -2.10 -0.44 -3.54 -7.36 -0.82 -1.52 0.26 -0.37 WL2 WIND LEFT+INT SUCT -2.52 -1.23. 0.44 -3.48 -5.15 0.82 -0.70 1.16 0.37 WR1 WIND RIGHT+INT PRESS 1.46 -3.28 -0.44 -0.08 -4.42 -0.82 3.62 -10.28 -0.37 WR2 WIND RIGHT+INT SUCT 0.50 -2.41 0.44 0.00 -2.21 0.82 4.44 -9.38 0.37 EP2 EW PRESS+INT SUCT 0.53 -2.401 2.05 -0.44 -5.281 3.694----0.67 -4.801 1.75 ESI EW SUCT+INT PRESS 1.49 -3.27 -2.35 -0.52 -7.50 -4.10 -1.49 -5.70 -2.01 EOL SEISMIC LOAD LEFT -0.04 =0.02 0.00 -1.43 -1.440.00 -0.04 1.42 0.00 EOR SEISMIC LOAD RIGHT 0.05 0.03 0.00 0.00 1.39 0.00 1.47 -1.45 0.00 MAX. POS. REACTION 1.55 5.14 2.05 0.011 9.78 3.691 4. 9.21 1.75 MAX. NEG. REACTION -2.35 -2.78 -2.35 -3.60 -6.63 -4.10 -1.54 -9.51 -2.01 FRAME AT SIDEWALL GRIDS 2, 3, 5, 6, 8, 9, 12, 13, 14 & 15 FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 BRACED BAY REACTION M REACTION NOTES: 1 E STATED NEKIP�S.n(I VERTICAL 1000 POUNDS) AND HORIZONTAL MOMENTH AND ZREACTIONSNARESTATED 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. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. H^ 1 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES j ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE V V FRAME DESIGN. THE INDIVIDUAL MAX REACIIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) FROM SIDEWALL BETWEEN H V H V THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. BRACING REACTIONS GRID GRIDS (WL) (WL) (EO) (EO) 6. a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EPI EP2 AND ESI F.9 5- 6 3 3 6 8 REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTfONS SHOULD BE F.9 6- 7 3 3 8 7 COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIREC11ON - F.9 11-12 3 3 6 8 PERPENDICULAR TO THE FRAME LINE. F.9 12-13 3 3 8 7 c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION • L 5- 8 2 2 10 11 _ DUE TO LOAD REVERSAL L 12-13 2 2 1 10 1 11 +V +M • N n O � O S N � tD i CN O1 n �FF _ � C O C (L OkVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORUWO ENG: o PRODUCT OF THE mm. B�%%LE%Z -� CHK: BAY S DATE 08/07/09 50X39OX24 LRST 1:12 UPM eft _�® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SPECIFIC DRAWING NUMBER: REV.BuftManJfSt�ift ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING o� BWeBDomButldiwNorth Alnerk br- SYSTEM lRQ=A4 C1 =Ili• CITF r) lnO9-173920-01A nib F.9 H V L H V OL DEAD LOAD 0.47 2.30 -0.47 2.94 CLL COLLATERAL LOAD 0.72 2.99 -0.72 4.51 LL LIVE LOAD 1.72 7.18 -1.72 10.82 WL1 WIND LEFT+INT PRESS -3.82 -7.01 -3.45 -4.45 WL2 WINO LEFT+INT SUCT -4.51 -3.71 -2.77 -1.15 WR1 WIND RIGHT+INT PRESS 1.30 -6.27 4.18 -14.78 WR2 WIND RIGHT+INT SUCT 0.62 -2.97 4.87 -11.48 EPI EW PRESS+INT PRESS 0.67 -7.90 -1.04 -10.64 EOL SEISMIC LOAD LEFT -1.15 -1.41 -1.92 1.41 EOR SEISMIC LOAD RIGHT 1.15 1.41 1.92 -1.41 MAX. POS. REACTION 2.89 12.611 3.891 18.21 MAX. NEG. REACTION -3.60 -6.48 -4.48 -12.88 BRACED BAY REACTION M REACTION NOTES: 1 E STATED NEKIP�S.n(I VERTICAL 1000 POUNDS) AND HORIZONTAL MOMENTH AND ZREACTIONSNARESTATED 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. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. H^ 1 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES j ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE V V FRAME DESIGN. THE INDIVIDUAL MAX REACIIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) FROM SIDEWALL BETWEEN H V H V THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. BRACING REACTIONS GRID GRIDS (WL) (WL) (EO) (EO) 6. a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EPI EP2 AND ESI F.9 5- 6 3 3 6 8 REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTfONS SHOULD BE F.9 6- 7 3 3 8 7 COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIREC11ON - F.9 11-12 3 3 6 8 PERPENDICULAR TO THE FRAME LINE. F.9 12-13 3 3 8 7 c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION • L 5- 8 2 2 10 11 _ DUE TO LOAD REVERSAL L 12-13 2 2 1 10 1 11 +V +M • N n O � O S N � tD i CN O1 n �FF _ � C O C (L OkVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORUWO ENG: o PRODUCT OF THE mm. B�%%LE%Z -� CHK: BAY S DATE 08/07/09 50X39OX24 LRST 1:12 UPM eft _�® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SPECIFIC DRAWING NUMBER: REV.BuftManJfSt�ift ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING o� BWeBDomButldiwNorth Alnerk br- SYSTEM lRQ=A4 C1 =Ili• CITF r) lnO9-173920-01A nib 4 ;ERNAME: aheu 01-02-2010 20:05:48 \Orders\173920\ErecDwg\FINAL ERECTION DRAWINGS\173920-20 M— AN VD � FRAME 27'-4 1/2" �im RIM o=� HEIGHT m A FLANGE 20'-0' BRACES JN BRACES 3 N z z N C9ro z mo (D Zz O z N A O M— AN VD � FRAME 27'-4 1/2" �im RIM o=� HEIGHT m A FLANGE 20'-0' BRACES JN BRACES 3 N z C9ro z mo (D Zz O N A M— AN VD � FRAME 27'-4 1/2" �im RIM o=� HEIGHT m FLANGE 15'-8' FLANGE 20'-0' BRACES JN BRACES FRAME 23'-2 1/2' C9ro z mo (D A • V T� N u ' D m r D-1 O Z G7 U) N W � I o � 00 (D N W D Z 21'-6 3/4* Ln M— AN VD HEIGHT 0 0 0 0 Q m m a u L;I O Z \ 'n mz m O �O m n m o N G . A O N N N O C m m O� x A � �im RIM o=� m FLANGE 15'-8' BRACES JN FRAME 23'-2 1/2' HEIGHT 0 0 0 0 Q m m a u L;I O Z \ 'n mz m O �O m n m o N G . A O N N N O C m m O� x A 0 O m L O IL TOP / OUTSIDE I FLANGE I c WEB THICKNESS a BOTTOM / INSIDE FLANGE FRAME DESIGN INFORMATION PART DESCRIPTION FIELDCHAIM . BEND FOR ATTACHMENT'IT 9/16' NOTE 11 GIRT AS SHOWN. DIRT 0 (xi I' A COLUMN DIMENSION Y PART USAGE V72736 316-3 ELY CORNER POST TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' X .135' WEB THICKNESS - .135' PART DEPTH - 11 25/32- ao`SINGLE V72738 240-7 EW ROOF BEAM TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' % .188' WEB THICKNESS - .135' PART DEPTH - 11 13/16- 11 V72740 241-7 EW ROOF BEAM TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' X .135' WEB THICKNESS - .135' PART DEPTH - 11 25/32- CLIP Y72742 289-5 EW INTERM POST TOP FLANGE - 5' X .186' BOTTOM FLANGE - 5' X .186' WEB THICKNESS = .168' - LOW END TO 10' FROM LOW END .135' - 10' FROM LAW END TO HIGH END PART DEPTH - 11 7/8- DETAIL C342 V72744 119-1 EW ROOF BEAM TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' % .135' WEB THICKNESS - .164' PART DEPTH - 20 1/2' TO 12- HI -S BOLT(097281) MD 5//8' HEAVY HDL NUT (095233) V72746 258-6 EW CORNER POST TOP FLANGE = 5' X .135' BOTTOM FLANGE = 5' X .135' WEB THICKNESS = .135' PART DEPTH - 11 3/4- LOW SLOPE RANGE - LIGHT LOAD V72748 312-1 EXTERIOR COLUMN TOP FLANGE = 5' X .188' BOTTOM FLANGE = 5' X .313' WEE THICKNESS - .164' - LAW END TO 15' FROM LAW END .135' - 15' FROM LAW END TO HIGH END PART DEPTH = 8' TO 17' TO 20' V72750 ROOF ROOF BEAM TOP FLANGE = 5' X .313' BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .188' - LAW END TO 14'-10 3/4' FROM LOW END .135' - 14'-10 3/4' FROM LAW END TO HIGH END PART DEPTH = VARIES .21 1/2' TO 16' V72752 182-6 ROOF BEAM TOP FLANGE = 5' X .250' BOTTOM FLANGE - 5' X .250' WEB THICKNESS = .135' - LOW END TO 10'-0 3/8' FROM LAW END .250' - 10'-0 3/8' FROM LOW END TO HIGH END PART DEPTH - 16' V72754 258-6 EXTERIOR COLUMN TOP FLANGE = 5' % .250' BOTTOM FLANGE = 5' % .313' WEB THICKNESS - .135' PART DEPTH - 8' TO 24' vMN NPART I 56 -1 OR TOP FLANGE = 5' X .250' BOTTOM FLANGE = 5' X .375' WEB THICKNESS = .135' DEPTH = 8' TO 17' TO 24' cIi58 m'-4 aF N M [V4 TOP RANGE - 5' X .250' BOTTOM FLANGE - 5' X .250' WEB THICKNESS - .188' - LOW END TO 14'-10 3/16' FROM LAW END .135' - 14'-10 3/16' FROM LOW END TO HIGH END PART DEPTH - VARIES 28 13/16' TO 20' Aj oF ow 60 83. 83-2 M TOP RANGE - 5' X .250' BOTTOM FLANGE - 5' X .250' WEB THICKNESS - .188' PART DEPTH - 20' 0 62 IO IORMN TOP FLANGE = 6' X .250' BOTTOM FLANGE - 6' X .500' WEB THICKNESS - .135' PART DEPTH - 8' TO 28' 11 REVISION NO. 1 I REVISION NO. 2 FIELDCHAIM . BEND FOR ATTACHMENT'IT 9/16' NOTE 11 GIRT AS SHOWN. DIRT 0 (xi I' A COLUMN DIMENSION Y PART USAGE USE (2) 1/Y X 1 1/4' 9-1/2 Z-JIRTS HEX. BOLT( 9950&S) AND 9-1/2 OR 12 C -GIRLS 1/2' HEX. NUf (095032) ao`SINGLE RANGE BRACE CONNECTION DETAIL C340 115E SECOND HOLE AT SW OR EW GDR CONNECTION (09M HDL NUf (Og µD B OR 9-1/2 PURIM EW ROOF BEVY 11 CROSS SECTION CUP (543358) I B Z-GIR15 1 2 HDL (095032) CLIP SINGLE FLANGE BRACE CONNECTION ®' `� VIA (543388) EW POSTUSE SINGLE FLANGE BRACE CONNECTION DETAIL C342 ka- DETAIL C346 (8 5/8' X 1 1/2' A325T DETAIL C347 USE SECOND HOLE AT PURUN OR GARY CONNECTION HI -S BOLT(097281) MD 5//8' HEAVY HDL NUT (095233) Yf)III (SID WASHER (085945) ) BACK- P SLOTS 1 CIDP (5433.58 - ID ENDWALL POST TOP CONNECTION WALL DETAIL E137 LOW SLOPE RANGE - LIGHT LOAD OV72967 TOP FLANGE - 5' X .250' CANOPY BOTTOM FLANGE - 5' X .250' BEAM WEB THICKNESS - .140' PART DEPTH - 9 7/8' TO 14 BNT,LER Bu moubokft BlueSwpe Bug" NWM An NIM bm (FLANGE BRACE MELD SEND FOR ATTACHMENT b S � rI i COLUMN DIMENSION Y FIELD 9/16' HOLE IN GIRT AS SHOWN. CRT D111ELSION Y ROOF BEM OR COLUMN i I ELDrBBRACE END FOR ATTACHMENT PURUN OR GIRT DIMENSION YY�I i Q ROOF BEAM OR COLUMN i I FLANGE0.'mmMBRACE F( DD BEND FOR ATTACHMENT PMT USAGE USE (AX 1 1/4' PART USAGE USE 2 1/2' X 1 1/4' HEX. PART USAGE USE (2) 1/2' X 1 1/4' C-gRLS L.1/2- HE)L T NUT (09OB5) a 2 PURUNS (09M HDL NUf (Og µD B OR 9-1/2 PURIM HEEIL BOLT (MGM 5) AND NUT 9-1%2 OR 12 CROSS SECTION B 2 -AND CIR15 �® B Z-GIR15 1 2 HDL (095032) ® et- SINGLE FLANGE BRACE CONNECTION ®' `� SINGLE FLANGE BRACE CONNECTION CHICO, CA CHICO, CA SINGLE FLANGE BRACE CONNECTION DETAIL C342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION DETAIL C346 USE FIRST HOLE AT PURUN OR GIRT CONNECTION DETAIL C347 USE SECOND HOLE AT PURUN OR GARY CONNECTION 00 ROOF BEAM 0 SPLICE VERLUMN CANOPY a USE (10)GTHBBOLT 897282)AND HEh NUT (095233 DV a Om DETAIL MO CANOPY BEAM CONNECTION DER PROJECT: BUILDING ORDER DESCRIPTLON: DRAWING TITLE RIN: ABI ENG: CMSORUWO PRODUCT OF THE 50X39OX24 LRST 1:12 CROSS SECTION HK: BAY S DATE 2-5-10 �® rNORT7HVALLEYBUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL ERECTION DRAWING RAWING NUMBER: ID09-173920-02C REV. ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET SYSTEM Ss=64. S1=26: SITED 00 Q 4 4 4 30'-0• .20'-0' 30'-0' 5 8112 8147 8111 o- __ __ _. �._ �__ _. 31J 910 Izo m N I 8326 / \ 8326 - mol x mtg m,e / x \ soot Boot / x \ mte Bots / X \ mot m 8326 \ v / B326 I 20'-0' 30'-0' _ I I 30'-0' I 20'-0' N I I I I 7 6 5 13 12 11 b b mo~ mo<\ J X28 JOt JO1 B320 8328 8328 ROOF BRACING I nroi I � B32 JOl JOt Sul 8328 8326 ROOF BRACING SIDEWALL BRACING SIDEWALL BRACING AT GRID F.9 AT GRID F.9 14 cp 15.9 ATTACH TO STIFFENER I REF. ORDER 173921 IIi II III .I I III II I 5 R 9 N 0 20'-0' l3J ltiJ SIDEWALL BRACING AT GRID L STANDARD NOTES: WBo008 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 O O s0o, / \ 20'-0' 12 13 SIDEWALL BRACING AT GRID L z5'-0' J.5 ENDWALL BRACING AT GRID 1 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAVANG TITLE: DRW: ABI ENG: CMSORUWO N REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE JA{/TLEJR 50X390X24 LRST 1:12 CNK: BAY s DATE.- 2—s—to 0,tutN er ,m�rrt Im O ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING DRAWING NUMBER: REV. BuftMenufa Wft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING leo OED®g amet®,m BIueSGDosBuOJlITIosNJxthAlnerk�6>c SYSTEM Ss=64. S1=26: SITE D X09-173920-03 00 BRACE ROD SCHEDULE PART SCHEDULE I ) OTY PART NAME PART NUMBER ELD PART LENGTH WRK Q 312 4 BOX STRUT .077 0544241 229-5 19'-1 5/8" 313 1 BOX STRUT .077 0544241 349-5 29'-1 5/8- 8314 314 1 BOX STRUT .113 0544242 349-5 303 315 1 BOX STRUT .077 0544241 193-5 16-1 5 8' 316 1 BOX STRUT .077 0544241 275-7 22'-11 7 8' STANDARD NOTES: WBo008 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 O O s0o, / \ 20'-0' 12 13 SIDEWALL BRACING AT GRID L z5'-0' J.5 ENDWALL BRACING AT GRID 1 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAVANG TITLE: DRW: ABI ENG: CMSORUWO N REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE JA{/TLEJR 50X390X24 LRST 1:12 CNK: BAY s DATE.- 2—s—to 0,tutN er ,m�rrt Im O ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING DRAWING NUMBER: REV. BuftMenufa Wft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING leo OED®g amet®,m BIueSGDosBuOJlITIosNJxthAlnerk�6>c SYSTEM Ss=64. S1=26: SITE D X09-173920-03 00 BRACE ROD SCHEDULE Q QTY PART NUMBER DESCRIPTION THREAD TURNBUCKLE 301 4 0544047 384-0 1/2 RH-RH BR ROD RH-RH 302 4 0544048 350-0 5/8 RH-RH BR ROD RH-RH 303 2 0544048 387-0 5/8 RH-RH BR ROD RH-RH 304 2 0544058 072-0 0544048 379-0 5/8 RH-LH SR ROD 5/8 RH-RH BR ROD RH-LH RH-RH 0095046 (1) 305 2 0544048 469-0 5/8 RH-RH BR ROD RH-RH 306 2. 0544058 072-0 0544048 299-0 5/8 RH-LH BR ROD 5/8 RH-RH BR ROD RH-LH RH-RH 0095046 (1) 307 1 0544048 377-0 5/8 RH-RH SR ROD RH-RH 308 4 0544048 393-0 5/8 RH-RH BR ROD RH-RH 310 4 0544048 347-0 5/8 RH-RH BR ROD RH-RH 311 1 0544058 072-0 0544048 312-0 5/8 RH-LH BR ROD 5/8 RH-RH BR ROD RH-LH I RH-RH 0095046 (1) STANDARD NOTES: WBo008 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 O O s0o, / \ 20'-0' 12 13 SIDEWALL BRACING AT GRID L z5'-0' J.5 ENDWALL BRACING AT GRID 1 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAVANG TITLE: DRW: ABI ENG: CMSORUWO N REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE JA{/TLEJR 50X390X24 LRST 1:12 CNK: BAY s DATE.- 2—s—to 0,tutN er ,m�rrt Im O ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING DRAWING NUMBER: REV. BuftMenufa Wft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING leo OED®g amet®,m BIueSGDosBuOJlITIosNJxthAlnerk�6>c SYSTEM Ss=64. S1=26: SITE D X09-173920-03 00 ROD WASHERS ROD CLEVIS DIA NUT A B C DIA. ASSY. SIDEWALL COLUMN 1/Y 095032 095872 095946 020821 5/8' 095277 5/8' 095231 095945 095946 020821 3/4' 095278 BRACING STRUT (ROUND BRACING SIDEWALL 3/4' 095235 095947 095948 020822 7/8' 095279 b SQUARESTRUT RACING ROD 7/8' 095237 095947 095948 020822 1' 095280 COTTER PIN STRUT SIMILAR.) 1 1/8' 095281 1 1/4' 095282 FOR CLEVIS NUT I CONNECTION CLEVIS I SEE DETAIL A WASHER CONNECTING I I 8002 CONNECTING STEEEL. �� B WASHER STEEL OR I BRACE CUP J C� 1 SLOT BRACE ROD 1 \ WASHER( BEVELWASHER) � CUP (017215) CLEVIS PIN US%M41 3/4' X 2-(1/2' A32ST ( NUT BRACE ROD 3/4" HEAVY HEEJf.LR9(O�sJW \ � � \ `mart BY B.N.C.) aAT DETAIL B001m TYPICAL BEVEL_ WASHER CONN. D=TL TYPICAL CLEVIS CONNECTION aDETAIL B004m TYPICAL BRACING STRUT' CONNECTION aDETAIL 8016m CLEVISINTERMEDIATE BAY BRACING RACT COOR USECORNER POST ROOFS H RENGIH•BO T ((1997285)2 D BUILDING 7/8 HEAVY HEX. Nl1T (095237 DRAWING FOR BRACE 00, BEAM 54337UP PLA ROD REQUIREMENTS. USE (41 5/B' X i-1 /2' ) ROD CLEVIS CUP A3 [—STRENGTH BOLT (543385) HE(.2N 0995233). CUP (543388) FOR CLEVIS CONNECTION FOR CLEVIS SEE \ SW2 DETAIL . SEE p CANON a ET ( ') P 1 �`� 8002 GORNETi 1 ENDWALL �)c FOR � `. \ PO FOR CLEVIS P� 0 CONNECTION CONNECTION SfDETAIL NOTES: B ° p ROD ) SEE DETAIL 180021 B00Y USE (41 5/8' X 1/2' THIS BRACING DETAIL IS [[A3 )I-ASf1TREN LT USED FOR ALL ENDWALL e POST TO / }IOIX?N1UT (0955233)• USE: (4) _ / BOLT ti972B12 D LEMS CUP ROD CONNECTIONS. CONNECnOR00FBFAM StiTRET1GIH (( ) ENDWALL \\ 5/8 HEAVY HEX. Nl)T (0951 (543365) 543365) ROD J a 0® a Am a mm a IYm a mmm a pm B mm a IGm LOWER CLEVIS CONNECTION UPPER CLEVIS CONNECTION BRACED CLEVIS CONNECTION BRACING CUP CONNECTION DETAIL 8099 BRACED EW AT CORNER POST DETAIL 8101 (Q/ )BRACED ENDWALL AT CORNER POST DETAIL 8103 TO ENIFIC NOTE:�DW(A�L)L 7R�OOF BEAM DETAIL 8107 AT LOW EAVE LOCATION -LOW SLOPE RANGE �� HI-STRF?ICTIf BOLT 0972851 AND 7/8'(H)EAW/BHIX. NlJf9(095237D BUILDING BTO �FOR BRGACE REFSBUILINTO SPECFICRACING H7/8-ENAVY 8' X U 1 r) 2ST BUILDRADING FORAGING E USE 4 7 B X IIT777 1 4' SA325T HI-SIiTENCIH•BOLT80LT NUT7 • ) AND n UM TO SPECIFIC REFER TO SPECIFIC7/8' HEAVY HIX. UT 09 237) II BUILDING BRACING 7/8' HEAVY HEX. UT (09 237) DRAWING FOR BRACE BACK-UP PLATE R00 REQUIREMENTS. DRAWING FOR BRACE BACK-UP PLACE ROD REQUIREMENTS. ROD REQUIREMENTS. BACK-UP PLA (543374) ROD REQUIREMENTS. (543374) CUP CUP (543374) CUP CUP ° o (543369) CUP (543369) �e ,� (543368) (543369) f ° p ,� (543368) . .i FOR CLEVIS FOR CLEVIS FOR CLEVIS 0` FOR CLEVIS CONNECTION0 0 CONNECRON CONNECTION 0 0 CONNECTION SEE DETAIL SEE DETAIL' SEE DETAIL SEE DETAIL ` I p`0` BOo2 BDD2 i°-p I SIDEWALL 01ti 8002 4 , n (TYP7 Je u I �•) F p 0 �II p T— —� o u a� ROOF ° ROOF ROOF I II ° s '-ROOF ROOF' 0 II I ROOF ROOF ° ROOF BEAM BEAMo p ROD ROD 0 0 I I BAM BEAM RODRO0 o I I (TYP-) . (TYP.) ' USE �f(44)EN7C/IH8' X 2 4' A3)�ST 7/B" HE VY MEXL Nl �( 8523779 \\ 14 J V J li "�mBRACING CUP CONNECTION t 00O0 d �m BRACING CUP CONNECTION 10°Om �p BRACING CUP CONNECTION ® "gymBRACING CUP CONNECTION 08AT LAW EAVE LOCATION -LOW SLOPE RANGE DETAIL 8111 AT HIGH EAVE LOCATION -LOW SLOPE RANGE DETAIL 8112 AT HIGH SAVELOCAnON-LOW SLOPE RANGE DETAIL B11 147 AT HIGH EAVE LOCATION-LAW SLOPE RANGE WASHERS A B C 32 095872 095946 04365731 095945 095946 04365735 095947 095948 043658237 095947 095948 043858 N 238 095948 095949 043659 n 1-1/8' 0952391 095949 095949 043659 j NUT • A WASHER CONNECTING STEELo B WASHER 0 z SLOT 0 uj &EWVEL WASHER) IZZ" // BRACE ROD 3 � amn em DETAIL MIS TYPICAL BEVEL WASHER CONNECTION c REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TTTLF_ DRW: ABI ENG: CMSORIlWO C-4 PRODUCT DF THE 01 DATE DATe .E%Z CHK: SAY S DATE 2-5-10 50X390X24 LRST 1:12 e DRAWN Br. ewe», a ® �® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING DRAWING NUMBER: REV. pButW 8 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET e, Br. a Br Rosa"BLawwNorthkwlmhhr SYSTEM ss=s4, s1=2s; SITE 909-173920-03A 00 L I J Z W Z 0 O_ LL. EW 30'-0' 426 ]-� ��'C 425 3\ ��{ 426 3-\ ��{ 426 4213 \ _ H a l - 421 3 F128F123_�� fl2{ fl24 fl24 I C 4271-- J C 427 ]-�® [ 427 } 1427 3f-� 413402 409 409 F393 C 422:~® Fina C 422 3----EE fJB4 C 422 F339 fJBL C 422 3-- ® F384 413 402 3 C 409 3 14093 F383 C 422 }r® F385 C 422 ]-�® F354 C 422 ]- —® FJB4 C 422 F539 FJ84 413 3 -1403409 F393 F386 F361 F384 FJ84 C 426 FS39 C 428 ]~� C 428 ]�® C 428 F539 I 14133 E 102 3 C 409 409 F39S F385 F361 FJ84 F3B4 C 428 3-- -UJ C 428 F539 C 428 ]--IEE C 428 ]-� F39J 413 F]BB 102 F384 108 409 F7B4 F384 C 426}r® C 428 C 428 ]-. C 428 ]�® I 409 I H f393 413 I F388 402. I Flea 109 F384 F364 C 428 ]�® C 426 3- ® C 426 }�-- � C 428 ]-� 113 402 409 3 E 409 Fy9S F386 FJ84 F3B4 F384 I C 428 ]f -H I C 425 3- ® I C 428 3- ® I C 428 }—® F393 413 i786 402 F3� 409 F384 409 F304 [ 428 ]^® C 428 ]----E C 428 3- -lEE C 428 3--rF5-3-91 NJ 3 [4023 E 4093 E 408 I F393 F366 F384 FSBs F38s C 426 3`® C 428 }�-® C 426 3-- I C 426 ]-� 413 3 402 F7Ba 4093 FJ84 —C 408 F384 F393 F38e 1425 r—L T C 425 3-� C 423 ]--IEED T f1 C 425 M-0— T ,• C428 3--1=57�J C4283--� I �r C4283-^ I C4283-� I I 14133 C 402 409 I 411 I F393 C 425 3--lEED f C 423 3- ® F C 423 ]----Eifl F3" C 425 }—® f3B4 C 415 55 3 424 4173 424F12{ I�F�'L 417 �� _ 424 fl78 �r"L F124 F124 tri f124 Purlin Brace Locations ] ] ] o ] a ] a ] 0 See Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN N REVISION NO. 1 REVISION NO. 2 eSae are 3WLER i jo Oa/iM 9�: 01tMM en p, aw manuf'y," c a m® er 1a1ra� er BWeftpe BuO = N�� u� km PRODUCT OF THE �E ORDER ENGINEERING SYSTEM MATCH k LINE 426 PART SCHEDULE [ ] QTY PART NAME PART NUMBER PARI' LENGTH FIELD 402 12 PUR U 9.5X.060 2CP 0530933 275-4 22'-11 1/2' 409 22 PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1/2- 411 2 PUR U 9.5X.096 2CP 0530937 395-4 32'-11 1/2- 413 12 PUR U 9.5X.082 4CP 0530942 395-4 32'-11 1/2- 415 2 LS ES P 9.5X.096 0540515 239-4 19'-11 1/2- 417 6 LS ES P 9.5X.096 0540515 359-4 29 -11 1 2 419 1 HS ES P 9.5X.096 0540523 239-4 19'-11 1/2" 2- 421 3 421 HS ES P 9.5X.098 0540523 359-4 29'-11 1 2- 422 12 CHANNEL PUR BRACE 0544013 042-5 S-6 19/32' 423 12 1/2 RH-RH 0544047 016-0 1'-4- 424 4 E PRLN BRC ASY 0544260 049-0 4'-1- 425 24 E PRLN BRC ASY 0544260 049-0 1'4- 426 4 E PRLN BRC ASY 0544260 053-0 4'-5- 427 12 E PRLN BRC ASY 10544260 053-0 4'-5- 428 48 CHNL BRC - 61-11/16 1 0544285 1 5'-1 3/4- 4- STANDARD NOTES: RS0029 INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. [ - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURLIN ALIGNMENT DURING INSTALLATION. BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: 50X39OX24 LRST 1:12 ROOF NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 FRAMING PLAN Ss=64. S1=26: SITE D DRW: ABI ENG: CMSORIANO CHK: BAY S DATE: 2 -5 - DRAWING NUMBER: REV. D09-173920-04 00 390'-6' 14 ��•( 426 7-� FRAME ��•i 426 3-� PRODUCT OF THE - PART NAME (TYP.) I X418] \ [4273-2E] F125 C421; \ C 427 3-� MATCH C421� C 427 3f-® F124 _419 I F124 C 427 3t-lml C 422 102 F639 UNE AA 14 ��•( 426 7-� NO. 1 REVISION NO. 2 ��•i 426 3-� PRODUCT OF THE ��{ 426 3-\ \ PART NAME 428 I X418] \ [4273-2E] F125 C421; \ C 427 3-� PI 25 C421� C 427 3f-® F124 _419 I F124 C 427 3t-lml C 422 102 F639 F' C 422 3•- ® F384 C 422 409 F938 FJB4 402 C 422 FSS9 F3B4 �}�--� 402 F FJ84 C 422 3^® 409 3 F384C F38{ 422: -- E 408 F F364 C 422 3- ® �4 402 FSB4 C 428 3-� 32'-11 1 2 C 428 1 --(EE 4 C 428 F539 0540515 239-4 C 428 }�® —{402 I -� F]84 409 F3B4 409 FS64 F384 C 4283-� 0540523 239-4 C 4281- — 421 C 428 }�--® HS ES P 9.5X.096 C 428 3-4—ml 402 F]B4 4093 F]Ba 4093 F78s 423 FS39 1 2 RH-RH C 428 3--- V-4' C 428 }r® 4 C 428 I E�� C 428 }r® I F384 409 3 C 428 }�® 1 F3B4 409 3 C 428 }r® I FSB{ 402 C 428 FJ84 /Oy F7B4 409 F7Ba 409 3 F3B4 402 F381 I C 426 ] �® I C 428 3--- I C 428 3--® I C 428 3•-� I 102 3 C 428 3-� E 409 409 402 FSB{ C 428 3---[�jj FJ84 C 428 ]--- F384 C 428 ]-� F384 i { 402 �4 409 F 409 F384 � F384 428 C 4281-- ® I C 4n 1-2� 1 C 428 3-- ® IC 402 ]— C4253---® 4093 C 4093 C 402 C4253---®1423 FSB4 F384 C4253--� F384 C425 —Eii) F384 I fl2s fl24 F124 I fl24 C 428 3-� F381 I 10 C 426 ]••�® F384 F384 C 428 3-� FS81 C 426 }-�® `408 C 423 I FJBt /08 C 42S 3`® I FJB4 411 C 426 F349 410 C 4253 •�—® F384 : F3B4 {15424 F124 417 [ _424 I1�'L fl24 417 _424 rl1�'L F124 413 F121 421 Purlin Brace Locations 0 E 0 ) 0 0 E See Note RS0031 1 -7 ROOF SECONDARY STRUCTURAL FRAMING PLAN MATCH UNE - 04 NO. 1 REVISION NO. 2 PART SCHEDULE PRODUCT OF THE [ ] OTY PART NAME PART NUMBER PART LENGTH WOR Q 402 20 PUR U 9.5X.060 2CP 0530933 275-4 22'-1 1 1/2* 408 2 PUR U 9.5X.082 2CP 0530936 275-4 22'-11 1/2- 2L PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1/2' .109- 410 2 PUR U 9.5X.096 2CP 0530937 275-4 22'-11 1 2' 411 2 PUR U 9.5X.096 2CP 0530937 395-4 32'-11 1 2 415 4 LS ES P 9.5X.096 0540515 239-4 19'-11 1/2* 417 4 LS ES P 9.5X.098 0540515 359-4 29'-11 1 2' 419 2 HS ES P 9.5X.096 0540523 239-4 19'-11 1 2' 421 2 HS ES P 9.5X.096 0540523 359-4 29'-11 '/2' 422 8 CHANNEL PUR BRACE 0544013 042-5 X-8 19 32' 423 8 1 2 RH-RH 0544047 016-0 V-4' 424 4 E PRLN BRC ASY 0544260 049-0 4'-1' 425 16 E PRLN BRC ASY 10544260 049-0 4 -1 426 4 E PRLN BRC ASY0544260 053-0 4 -5 427 B E PRLN BRC ASY 0544280 053-0 4'-5' 428 32 CHNL BRC - 61-11 18 1 0544285 5'-1 3/4' - 04 NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: nREIIASION a,e 50X39OX24 LRST 1:12 ROOF o 0 BLffL Jv '—, 99wr1 er; ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 FRAMING PLAN Iso CC= Or. Ru,.pmn.R,dhBnmNrthAnorlaJ.l1c SYSTEM clTc T% 4 ORW: ABI I ENG: CMSORIANO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: Ir REV. 1109-173920-04A 1 00 gheu 01-02-2010 20:21:29 173920\EreeDwq\FINAL ERECTION DRAWINGS\173920-4b.dwg 0 z z 0 N z 0 x C) D 0 Go0 DG z 0 Ln 0 0 ri (1) m 0 0 Z D FRONT ENDWALL co u Om mw >c Z_ — H (n w Ln � 6 o z II gNx a ? _ o N x r N N M(7�X :4t= U) z =i co 'o'.. 00 N v m 40IN,N Y 4N 10 V N V N01 Ap�A ODmu+O,N�N Z�mmrnm INy psm Rmrr'U'rDrMMr'PF�EtF�CIc c yD� Z Z Z Z N A m A D S C p p p N p o N ~ I Amin Xp N X X in J00 V V m rD,0�r0 p rOmm 0 f00 NN <<{<_ mmmmnc� � m vv D A +080 8 pN (ya0 {yp0 +y0 {(O0 (((yQO/�� p0 {(O0 p0 eu p0 yb� 0 NOg QNQ�,pNp��pNp�� pNp�,O _ON 4 NN_ 4 N_tO N �tO/ -i m j. O O O Opp G N ut A = p p p V N0(,1{/rA GurO A fD O,N AN4(u,14� tO t0m tONN m mm A C 0000 000 0 N A P. A A+ m N um m"CONN o:3 xg D I aheu 01-02-2010 22:07:59 173920\ErecDwg\FINAL ERECTION DRAWINGS\173920-4c.dwg 0 z z z 0 N 0 m 0 m ;0 jp U)m 1n o -i,. 3-n -n m m Z 0 v CO C r 0 nm O I D C Z Ln WE 1n L In 6 0 a)-0ow o ?_ 0 o NXrN II -u+29� Ln; o Ul z -; CO mc7r.. 00 IQ N O O TI U) m n O z 0 D N Zll c C) c D r m D Z O z FRONT ENDWALL SECTIONS SW } SW vi ., 2 N N mvmtn+wN N N N N O m V m? m f 71 X zMFnrnln ((ALawR�jrEj�VtrrjtMMm � m Arzririri m mm m s zm ('ii r in fii (ii lii N ccc m to m m m m ,y m= �m m m mmm (n fn to C 0 t 0 0 !0!0!0 In X In COG X X =mxxxxxx, C GtnG O O 9 m m mmmmm000 O to m N N N •a m m v v � D �0�nny0�n�0�0�nn0000t��0�nn00000 oSS�S $SS$$$ o n mal 0000 pN�pN� �4 NNNIJI GfwG G N to N fJ1 f{tD��t�t/�t�D 'D N A AY z pNp000000 � NN 4NNG4N m O Nf/IN+A mtOmNta �.UmOInm �4m�utn 0�0� 4 V to m C N I• 4tN0UmtNa W I aiNOtD y •� A A A A � m ,�,• I� I �• � I- � A • N N N N N N N N N N z 0 x� D 0 • (2) 5/8' X 1 1/2' AMT 7281) AND REINFORCING PLATE USE (2 5/B• X 1 1/2' A32ST HI-STRENGTH BOLT 11ai a Fp- pY ,W� HEAVYBOLT r (0952 HEAW HEX. NUT 3) (54�» 5/B HDL NUT (0985233 1•�9 - EAVE STRUT FLANGE UP 6 1 r EAVE 4 srRur1EAVE 15/8 SIRUP FAVE STRUT I 6 CONTINUOUSRADIUS PURUN o THICKNESS 1 ROOF BEAM L " USE (6) 5/6' x 1 1/2• BOLT I i ROOF BEAM OR A325T HI-STRENGTH (097281) AND 5/6' HEAVY MDI' NUT (Aum) EAVE VE STRUT ROOF BEAM (e) t/2• x 1-t/2• 2- X 15) C - SECTION DESIGN INFORMATION VERTICAL SPLICE COWMN ROOF BEAM OR COCdLMN SPUCE HDL BOLT MID 1/2' HDL NUTVERTICAL (085032) cONRNGus PART DEPTH FLANGE UP THICKNESS RADIUS HS ES P 9.5X.096 540523 - 9 1/2• 3 1/2' 1 1/8'URUNU.096' 5/16' LS ES P 9.5X.096 540515 9 1/2' 3 1/2' 1 1/8' .096' 5/16' ® a e n DETAIL F124 EAVE STRUT CONNECTION TO INTERN. FRAME °O° �` 01 SAVE STRUT CONNECTION TO INTERIM. FRAME 6DETAIL F125 STRUT CONNECTION mO aDE TAIL F128 �� CONN. TO INT. FRAME ENDWALL CONTINUOUS SPAN PURUN CONNECTION DETAIL F384 INIERYEIXATE LOGnoN - 9-1 Y PURUN Bq ! •�4 f '� liZ� I - I I I CHAN// PUB BRACE (TYP)(TYP.) PURUN BRACE FLANGE - RADIUS ar' o THICKNESS I 2•�l� PURUN CONNUOUs CUP (5-9) (s9) `) Z - SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS ROOF BEAM I1 USE (e) 1/2' x 1-1/2' HEX. B'LT (095195) ANp 1/2' MDL NUT (095032) ROOF BEAU USE (4) t/Y X t-1/Y HEX LT (085195) AND t/2' HEX NUT (085032) / / PURUN DETAIL F55 J I w LUSE (1) 1/4' % e-1/4' DROPPIM(097556) (TYP. PER EACH FID) PURUN USE (t) t/4' x 8-1/4' DROP PIN (097558)PUR (1YP. PER EACHEND)N 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' .087' 1/4' 2 3/4' 1 1/16' 071/4' PUR U 9.5X.077 2CP 530935 9 1/2• T PUP U 9.5X.077 4CP 530941 9 1/2' 2 3/4' 1 1/16 .077 1/4' PUR U 9.5X.082 2CP 530938 9 1/2' 2 3/4' 1 1/8'*.082' 1/4' U 9.5%.OB2 4CP 530942 9 1/Y 2 3/4' 1 1/8' 1/4'CONTINUOUS PUR U 9.5X.096 2CP 530937 9 1/2' 2 3/4' 1 3/161/4' ®, ae CONTINUOUS SPAN PURUN CONNECTION aDETAIL F386 n END BAY LOCATION - 9-1/2- PURUN ®' " aDETAIL F393 PURUN CONNECTION TO EW ROOF BEAM 00" " SINGLE CHANNEL PURUN BRACE aDETAIL F538 n ENDING AT PURUN WEB LOCATION ®' SINGLE CHANNEL PURUN BRACE `DETAIL F539 n INTERMEDIATE LOCATION BEND TABS TOWARD EAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE (2) WEB AND USE (2) SEE 11/32' ■ 7 T-45 GRAY ERECTION NOTE ERECTION NOTE CHANNEL 11/32- z 7/8' T-45 GRAY DETAILF551 SCRUBOLT (087351 AND WHEN A CHANNEL BRACE 6 NOf ABLE TO BE CHANNEL BRACES THAT END AT A PURUN PURUN BRACE SCRUBOLT (897351) AND SCRUBOLT NUT (09726') • FOR PURLIN BRACE SCRUBOLT NUT (09 267) CONNECTION (HEAD OF SCRUSOLT TO BE ON IN ALIGNMENT WITH ANOMER CHANNEL BRACE FOR A DROP PIN CONNECTION. BEND THE WEB. BUT DO NOT HAVE TABS TO BEND AND SECURE. INSERT CUP (544015) THROUGH (HEAD OF SCRUBOLT TO BE ON + OUTSIDE OF EAVE STRUT) CHANNEL TABS TOWARD THE PURUN WEB AND USE A SELF-DRILLER (097274) TO ATTACH. WEB SLOTS AND USE A DROP PIN TO ATTACH TO CHANNEL BRACE OUTSIDE OF EAVE STRU) DETAIL F561 CHANNEL CHANNEL BRACE USE (1) 1/4' X 6-1/4' , PURUN BRACE DROP PIN (097556) • . USE (2) ---_— �/ SELF-DRILLING SCREWS / (097274) WEB ENDING CUP (541015) ' 6 SAVE STRUT — — — — — - EAVE PURLIN EAVE BRACE ASSY. STRUT USE (4) 1/2- HEX SAVE PUF61N PURUN '• PJRLIN DROP PIN USE (4) 1/2- HEX NUTS (095032) ' NUTS (095032) BRACE ASSY. PURUN PURUN _ a a PURUN BRACE V n `®n CHANNEL BRACE ENDING AT PURUN WEB m ®n "` CHANNEL BRACE ENDING AT PURUN WEB aDETAIL n ®" "` PURUN BRACE 6DETAIL DETAIL F549 AT SAVE-TOP PURUN RANGE AWAY FROM STRUCf. UNE DETAIL F551 SELF-GRILLER WHIM BENE TABS F561 WEB ENDING CLIP WITH DROP PIN F564 AT EAVE-TOP PURUN FLANGE TOWARD SRLUCf. UNE NOTES' + r ' EAVE PURLIN BRACE WILL NOT 1 - ' UNE UP DUMMY OVER CENTER FIELD WORK 9/16' OIA. LINE OF FRAME AT PURUN HOLES IN EAVE STRUT i - LOCATION. R WILL NEED TO IS TO MATCH` .- TO ACCOMMODATE RODS.- . j E OFFSET SHOWN BUP HOLE IN 12' (XIX WITH AN EXISTING WEB. A 1�1 NUT (PURUN SIMPLE 9 DAN) iTHE USE (2) 1/2• r (085032) •• HEX NUTS (095032) PURUN I - I • - - USE (3) 11/32' X 1-1/4' / CUP T-45 GRAY SCRUSOLT olo ) (543029) (097352) AND SCRUBOLT NUT ROOF 6GF (097267).(HEAD+ SCRUBOLTTO BE GN OUTSIDE OFFAVE STRUT) EAVE PURUN BRACEDETNL 5." (541260-XXX)�CANOPY PU16.IN PURUN BRACEEAVE BRACE STRAP (544027) ROD (544047-018) ((R3 1 22' X 2' TOP AND BOTTOM (A325T %2' HEAW HE�X� Nl)T,9�D2851D 230 A EAVE STRUT t SAVE BRACE STRAP AT INTERMEDIATE FRAMES _ _ n 6DETAIL CANOPY DETAIL F391 m SINGLE SIMPLE SPAN PURUN CONNECTION DETAIL F565 PURUN BRACE OFFSET AT PURUN LOCATION F566 OPTIOROAD EAT PURUN BRACE 3 REVISION N0. 1 REVISION N0. 2 39MER ® mm8 BlUda oeBditWNorthAMWkAbL PRODUCT OF THE —, �® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE DRW: ABI ENG: CMSORIANO Dom ' DAM oRNLN OQD® INtt 50X39OX24 LRST 1:12 ROOF CHK: BAY S DATE 2-5-10 NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER REV. CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64. S1=26: SITE D 009-173920-040 1 00 D Daum 0 9D ERNAME: aheu 01-04-2010 22:25:49 \Ordera\173920\ErecOwg\FINAL ERECTION DRAWINGS\173920-50.dwg � 3 M N z O m 7'-6 8'-0' m n 7'-6' 6'-0' o- o- o c _ i i (A o c g �\ o iLn m o- 1) o , 00 o om rn m C I j I o X > W r o o = 1 r 'tz I N v O RFn u Z � o $ I C I R �u�o D v1 m @ r �o m ro R �a z m zm u a o 5 -6 c D moom ci A _� � b",'om ® m I O lJ °'NzAz m I I LA v z D o 0 = D 01 Q O v r 0120 ca r D6 z CO o- CA c7 m o a O o I DC Z n co O II �fJx � row o 2 X r N m= II + LD rnLn� Z qm�� ,T0r.. ] o N 0 3 o D m-Nir- r� �cm ocz Z D g r D X 7 M co_W v O1O iSDI OJ G') ro- o- 0 I 0 0 o fzo Z4A ct GON o,m 003 OyO g�� 0 0 o 0 0 CA r '4 ti i 0 I 1(1� 0 iff O 1 in O iN O iA MATCH LINE, FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND y, 1081506 0247 F 30'-0' 390'-6' 15 dD cib 12 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 MATCH INSTALIATON •SEE DRAWINGS 1081505 AND 0247 0247 1081506 .247 0247 30'-0' A(TYP)E 30'-0' 30'-0' 20'-0' _ 30'-0' _ 390'-6• 12 ob 10 ( LEFT SW STRUCTURAL ELEVATION AT GRID F.9 �\---{ 5213 s29 I--- �-{coos ` REVISION NO. 1 I REVISION NO. 2 I-- I I O= lurw- o=m ar: FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND �1 1081506 r-1 MATCH FIELD WORK SCHEDULE -- -- -- - -- -- - -- -- - 5 GIRT UP 9.5X.060 0550303 193-2 / coos 5203 cane 15203 --soy coos B = 11'-10 1/32' 000e 520 / 0550304 229-2 19'-1 1 4 24 508 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 6 509 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4- 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 19 5111 1 1 GIRT UP 9.5X.067 0550304 229-2 --E5303 7 512 1 5203 D5503D4 229-2 5203 8 5083 1 520 �B \ / 15 514 �,pGg GIRT UP 9.5X.067 0008 19'-1 1/4- 0006 515 0008 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' 5 516 1 GIRT UP 9.5X.067 0550304 229-2 '9'-'14 17 519 5 GIRT UP 9.5X.077 -�\ 1 520 30 GIRT UP 9.5X.077 520 29'-1 1/4- 4'521 520 521 508 GIRT UP 9.5X.077 520 29'-1 1/4" 20 5221 1 1 cava 0550324 349-2 coos 13 coos 1 coos 0550324 349-2 29'-1 1 4 22 524 1 GIRT UP 9.5X.077 0550324 349-2 29'- 1 1 4 11 525 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4- \ 526 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 14 527 1 GIRT UP 9.5X.077 0550324 349-2 29'- 1 1/4' / 528 1 6008 C52035203 29'-1 1/4' 12 529 5063 0008 520 —05243 OppS / \ 0008 0008 _L 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 10 15311 5 1 GIRT UP 9.5X.082 10550325 271-2 22'-7 1/4 - 4' \ 520 5203 5061 520 �/ 528 \\ 6006 0008 6006 0006 � i INSTALIATON •SEE DRAWINGS 1081505 AND 0247 0247 1081506 .247 0247 30'-0' A(TYP)E 30'-0' 30'-0' 20'-0' _ 30'-0' _ 390'-6• 12 ob 10 ( LEFT SW STRUCTURAL ELEVATION AT GRID F.9 �\---{ 5213 s29 I--- �-{coos ` REVISION NO. 1 I REVISION NO. 2 I-- I I O= lurw- o=m ar: FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND �1 1081506 r-1 MATCH FIELD WORK SCHEDULE PART SCHEDULE DETAIL FIELD WORK DIMENSIONS [ ] OTY PART NAME PART NUMBER PART LENGTH FIELD WOR Q 505 5 GIRT UP 9.5X.060 0550303 193-2 16-1 1 4 A = 4'-8 17/32• 506 10 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' B = 11'-10 1/32' 507 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 24 508 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 6 509 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4- 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 19 5111 1 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 114" 7 512 1 GIRT UP 9.5X.067 D5503D4 229-2 19'- 1 1 4 8 513 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 15 514 1 GIRT UP 9.5X.067 0550304 228-2 19'-1 1/4- 9 515 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' 5 516 1 GIRT UP 9.5X.067 0550304 229-2 '9'-'14 17 519 5 GIRT UP 9.5X.077 0550324 343-2 28'-7 1 4 520 30 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4- 4'521 521 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4" 20 5221 1 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4' 13 523 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 22 524 1 GIRT UP 9.5X.077 0550324 349-2 29'- 1 1 4 11 525 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4- 16 526 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 14 527 1 GIRT UP 9.5X.077 0550324 349-2 29'- 1 1/4' 23 528 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4' 12 529 GIRT UP 9.5X.077 1 0550324 349-2 29'-1 1 4' 21 530 _L 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 10 15311 5 1 GIRT UP 9.5X.082 10550325 271-2 22'-7 1/4 - 4' MATCH LUNE —E5193 0282 -•-C 510 I C262 —051a3 —{ 516 . I 6282 NOTE: 8LDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 5 X001 A = 8'-3 7/32• B - 10'-4 15/16' 6 X001 A - 2'-11 1/8' B - 15'-4 3/4' 7 X001 A = 4'-8 17/32• B - 14'-1 15/16' 8 X001 A = 6'-8' B = 11'-10 1/32' 9 X001 A 1'-1 13/16' 8 = 17'-10 16/18 10 XO01 A 7'-4 5/8' B = 21'-11 9/16' 11 XG01 A = 10'-11 25/32 8 - 18'-9' 12 X001 A - 5'-5 15/16• B = 24'-5 5/32- 13 X001 A = V-8 15/32• B - 27'-5 9/32- 14 X001 A = 13'-0 13/16' B = 16'-5 5/8' 15 X001 A = 7'-3 7/32' B = 12'-4 3/16- 16 X001 A = 12'-7 17/32' B - 16'-0 7/16- 17 X001 A = 8'-8 1/4• B - 10'-9 31/32' 18 X001 A = 3'-8 1/2' B - 16'-2 1/8- 19 X001 A = 4'-11 5/16• B - 14'-4 23/32• 20 XD01 A = V-7 27/32' B = 27'-4 11/16' 21 X001 A = 7'-1 11/16• B - 21'-8 5/8- 22 X001 A - 10'-4 1/4' B = 18'-1 3/8- 23 X001 A = 4'-8 3/32• B = 23'-7 7/32' 241 X001 A - V-2 3/8' B = 17'-11 3/8' NOTE: 8LDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES �J LEFT SW STRUCTURAL ELEVATION AT GRID F.9 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ABI ENG: CMSORIANO 3:WLER ® --" ��® 50X39OX24 LRST 1:12 WALL SECONDARY BAY S DATE: 2-5-10 NG NUMBER WF REV. IqQ=r,4 Fn09-173920-05B NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL STRUCTURAL ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION 00 BluagamsBuMncaNDTthAmerimW SYSTEM c1=�a• clTP' n �m CLOSE—UP #1 0 1 m 14'-0' 8' -6 - ml -0. CLOSE—UP #2 (QTY=2) FIELD WORK SCHEDULE PART SCHEDULE DETAIL [ ] CITY PART NAME PART NUMBER ELD PART LENGTH WRK Q 502 1 GIRT UP 9.5X.060 0550303 073-2 6 -1 1 4' 50 3 4 GIRT UP 9.5X.060 0550303 079-2 6'-7 1 4' 504 5 GIRT UP 9.5X.060 0550303 091-2 7'-7 1/4- 4'537 537 1 GIRT UP 9.5X.113 0550327 343-2 28'-7 1 4' 538 4 GIRT UP 9.5X.113 0550327 349-2 29'-1 1/4" 539 5 9' RE OR HDER .098 G90 0580284 167-4 13'- 11 1 2' 15421 8 2 SLIDE DOOR HEADER 359-1 0580630 29'-11 1 2' 3 543 2 2 SLIDE DOOR HEADER 359-1 0580830 29'-11 1 2' 4 15991 10 1 9' DOOR POST HR3750 1 14'-6 1 2 0 1 m 14'-0' 8' -6 - ml -0. CLOSE—UP #2 (QTY=2) FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 X027 A - 5 3/8' • B - 29'-0 3/4' C - 5 3/8' D-3' E-7/8' F-7/8' 4 X027 A- 8 3/8' B- 28'-6 3/4' C 8 3/8' D-3' E-7/8' F-7/8' DOOR 7'-6' 14'-0' 8'-6' DOOR 7'-6' 14'-0' ENSIONS FRAME 30'-0' DIMENSIONS FRAME FRAME 30._0. FRAME CLOSE—UP #3 CLOSE—UP #4 REVISION N0. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIME JAME,R ® V I 50X39OX24 LRST 1:12 I e. ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL DOOR DETAIL BUff ManufBCklft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING n er MusSomBuldbmNorth Anwi 8 W- SYSTEM Cc=64 C1 _9F;- RITF fl DRW: ABI ENG: CMSORIANO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. 009-173920-05C 1 00 Y 0 i a 3 � I N O N W n N� ;i, z Nz N 00 N zo DOOR cDIMENSIONS FR I¢W O W a s 0 i 0 N REVISION N0. i t� WE 0 mSMI: oan® BY: 7'-6- CLOSE—UP #5 ro n I m CLOSE—UP #6 FIELD WORK SCHEDULE . PART SCHEDULE FIELD WORK DIMENSIONS [ ] OTY PART NAME PART NUMBER PART LENGTH WORK 501 1 GIRT UP 9.5X.060 0550303 013-2 V-1 1 4 503 4 GIRT UP 9.5X.060 0550303 079-2 6'-7 1/4' 504 3 GIRT UP 9.5X.060 0550303 091-2 7'-7 1 4' 518 1 GIRT UP 9.5X.077 0550324 271-2 22'-7 144" 538 3 GIRT UP 9.5X.113 0550327 349-2 29'-1 1/4' 539 4 9' RE OR HDER .096 G90 0560284 167-4 13 -it 1 2' 541 2 2 SLIDE DOOR HEADER 287-1 0580629 23'-11 1 2' 542 6 2 SLIDE DOOR HEADER 359-1 0580630 29' -ll 1 2; 3 15991 8 1 9 DOOR POST HR3750 14'-6 1/2 - FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 1 X027 A= 5 3/8' B= 29'-0 3/4' C 5 3/8' D=3' E=7/8' F=7/8' 14'-0' 8'-8• DOOR 7'-8' 14'-0' 2'-0� DIMENSIONS 30,_0• FRAME FRAME 23,_6• EW CLOSE—UP #7 CLOSE—UP #8 REVISION NO. 2 BVTL.JBJR ® PRODUCT OF THE - ® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 50X39OX24 LRST 1:12 20# LL + 5#CLL DOOR DETAIL ORM BUi�9f mmuftdft BIue8DopeSuMMSNorth Amerl bm ORDER ENGINEERING SYSTEM CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Ss=64, S1=26: SITE D DRW: ABI I ENG: CMSORIANO CHK: BAY S DATE 2-5-10 DRAWING NUMBER REV. D09 -173920-05D 1 00 .S 1 FLANGE� 4 UP' RADIUS o THICKNESS C — SECTION DESIGN INFORMATION > DOOR HEADER TO DOOR POST PART DEPTH FLANGE UP I THICKNESS RADIUS 9- DOOR HEADER V/ 580284 9' 3 1/2•. 3/4' .081' 5/16' 9' DOOR POST HR3750 9• 3 1/2•�3/4' GIRT UP 9.5X.077 550324 .096' 5/16' SLIDE DOOR HEADER 287-1/2 580629 9' 3 1/2' /8' .096• 5/16' SLIDE DOOR HEADER 359-1/2 580630 9'3 1/2' /8' .113' 5/16' . FLANGE �j��`A RADIUS O THICKNESS Z — SECTION DESIGN INFORMATION > DOOR HEADER TO DOOR POST 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.067 550304 9 1/2' 2 3/4' 1 1/16' .067' 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 550326Z. O 2 3/4' 1 3/16' .096' 1/4' GIRT UP 9.5X.113 550327 9 1/2' 2 3/4• 1 1/8' .113' 1/4' s 0 O N n C4 Z N O p N = IO I¢w O W a 0 N REVISION N0. 1 r n ulte o_ i � Owuln trr E w j o¢1Hm Inl FIELD LOCATE 9 18' DIA HOLES I DOUBLE 'C' HEADER 1 DOOR .J.� POST DooR WIDTH L15E (a) T (0 z t AN 1%2' HDL NUT (.595 =) i vnm D005 DOOR POST TO DOUBLE 'C' HEADER 'C' 9' DOOR POST "1 I I I � \ I CUP (543316) kmmmKKq DOOR POST EM TOP MEMBER F - II GIRT A II II A II I I I„ TO II 1/4' MAX. 11 1 OUT I" L L • OR LDIOIH CORRECT ALIGNMENT MIS -ALIGNMENT (AVOID THESE CONDITIONS) (Z-GIRTS SHOWN, ALSO APPLICABLE TO C-GIRTS) DETAIL =7 a SECONDARY STRUCTURAL ALIGNMENT SAD STRAP ' ' 1 1 L 1 GIRT 1 • I FASTENER SMALL OR ENOWALL SAO STRAP IS FURNISHED 20' LONG AND MUST BE FIELD CUT TO LENGTH REWIRED. ATTACH SAG STRAP TO THE GIRT WITH SELF DRILLING SCREW 097216, SPLICE SAG STRAPS AT GIRT LOCATIONS IF NECESSARY. Z-0RT MOWN. ALSO APPUCABLE TO C -GIRT. a� an DETAIL G248 SAG STRAP TO GIRT CONNECTION REVISION NO. 2 B�/TLER PRODUCT OF THE Butler MoufadurinD ORDER ENGINEERING WwScope &MW N"Amerlce,trte I SYSTEM FIELD LOCATE 9/16' DIA HOLES IN DOOR POST fi A USE (2) 1/2' X 1 1/4' t t%2 ,1%Z: HEX. N 095032) CUP (560132) '*' LT0USE 2DTI/H1/ / TN ((0 ) AND HU \ DOOR HEADER I FRAME USE (6) 1/2• X 1 1/4' HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) DAT G006 m DOUBLE GIRT TO COLUMN CONNECTION (y) 9' DOOR PO'S/T4 M H6. 190�T (696838; offSE(2) AND 1/HEX.}luru 1-1/4'CUP �N164) .LED�(85) MI; DOUBLE HEADER � �i•,� � pf 3' p� 1'14 DOUBLE MN ORPOSTHEADER s� � I I \ I I I CUP (543046) \I FIELD LOCATE 9/16' ``� COLUMN OR POST DIA HOLES IN WEB e � FIELD LOCATE I DIA HOLES IN WEB DOUBLE a. USE 4) 1/Z' X 2' A32ST + USE (6 1/2' X 2- A325T CUP 1 , C.HI- DOLT (097280) AND HI-STRENGTHi DOLT (097280) AND (54.7048) HEADER 1/2' HEAVY HEX NUT (095230) CUP (543D48) 1/2' HEAVY HDL NUT (085230) DOUBLE 'C' HEADER TO COLUMN OR POST -2 DOUBLE 'C' HEADER TO COLUMN OR POST DETAIL DO11 ONE HEADER CONNECTION DETAIL Do12 TWO HEADER CONNECTION APPROX. 1/2' SIDEWALL OR FIELD CUT CLEARANCE SIDEWALL OR S 0EWALL iL COLUMN OR ENDWALL POST FRAME USE (4) 1/2' X 1 1/4• . HEX BELT 1/2' HDL NUT 0W2 (0950(851 AN) TAIL G007 m SINGLE GIRT TO COLUMN CONNECTION FOR STRAP CONNECTION SEE DETAIL G249 (TYP.) SAG STRAP 544045 FOR STRAP GIRLS CONNECDON SEE DETAIL G248 SECT. EQUAL S (n'PJ cw eccnroe ENOWALL INSTALL (JI ROWS OF SAG STRAPS IN EACH DWALL SECTION. ACTUAL NUMBER OF ROWS OF GIRTS MAY VARY. DETAIL G223X SINGLE GIRT TO DOOR POST CONNECTIONDETAIL G246 - SAG STRAP PLACEMENT IN THE ENDWALL 1 GABLE ANGLE FASTENER 1 SAG STRAP ENDWALL ATTACH SAG STRAP TO THE GABLE ANGLE WITH SELF DRILLING SCREW 097218. DETAIL G249 SAG STRAP TO GABLE ANGLE CONNECTION BUILDER: I PROJECT: NORTH VALLEY BUILDING S BUILDRITE — UNIT CHICO, CA CHICO, CA EAVE STRUT FASTENER SAG STRAP ATTACH SAG STRAP TO THE DAVE STRUT WITH SELF DRILLING SCREW 097216. ENDWALL CURT AROUND�MN'\\ DOOR POST 13 ENDWALL GIRT > DOOR HEADER TO DOOR POST - I - L 0008 1 SIDEWALL COLUMN o OR ENOWALL POST CUP (543164) CUP (543164) LEG DOWN LEC DOWN COLUMN GIRT GIRT GIRT b -- ---T- BOTH INSIDE AND OUTSIDE ----------- FLANGES OW I IIH IH THE WIGIRT TH RADS O GIRT CUTTING DETAIL AS REOURED• I FIELD NOTCH GIRT I FRAME USE (6) 1/2• X 1 1/4' HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) DAT G006 m DOUBLE GIRT TO COLUMN CONNECTION (y) 9' DOOR PO'S/T4 M H6. 190�T (696838; offSE(2) AND 1/HEX.}luru 1-1/4'CUP �N164) .LED�(85) MI; DOUBLE HEADER � �i•,� � pf 3' p� 1'14 DOUBLE MN ORPOSTHEADER s� � I I \ I I I CUP (543046) \I FIELD LOCATE 9/16' ``� COLUMN OR POST DIA HOLES IN WEB e � FIELD LOCATE I DIA HOLES IN WEB DOUBLE a. USE 4) 1/Z' X 2' A32ST + USE (6 1/2' X 2- A325T CUP 1 , C.HI- DOLT (097280) AND HI-STRENGTHi DOLT (097280) AND (54.7048) HEADER 1/2' HEAVY HEX NUT (095230) CUP (543D48) 1/2' HEAVY HDL NUT (085230) DOUBLE 'C' HEADER TO COLUMN OR POST -2 DOUBLE 'C' HEADER TO COLUMN OR POST DETAIL DO11 ONE HEADER CONNECTION DETAIL Do12 TWO HEADER CONNECTION APPROX. 1/2' SIDEWALL OR FIELD CUT CLEARANCE SIDEWALL OR S 0EWALL iL COLUMN OR ENDWALL POST FRAME USE (4) 1/2' X 1 1/4• . HEX BELT 1/2' HDL NUT 0W2 (0950(851 AN) TAIL G007 m SINGLE GIRT TO COLUMN CONNECTION FOR STRAP CONNECTION SEE DETAIL G249 (TYP.) SAG STRAP 544045 FOR STRAP GIRLS CONNECDON SEE DETAIL G248 SECT. EQUAL S (n'PJ cw eccnroe ENOWALL INSTALL (JI ROWS OF SAG STRAPS IN EACH DWALL SECTION. ACTUAL NUMBER OF ROWS OF GIRTS MAY VARY. DETAIL G223X SINGLE GIRT TO DOOR POST CONNECTIONDETAIL G246 - SAG STRAP PLACEMENT IN THE ENDWALL 1 GABLE ANGLE FASTENER 1 SAG STRAP ENDWALL ATTACH SAG STRAP TO THE GABLE ANGLE WITH SELF DRILLING SCREW 097218. DETAIL G249 SAG STRAP TO GABLE ANGLE CONNECTION BUILDER: I PROJECT: NORTH VALLEY BUILDING S BUILDRITE — UNIT CHICO, CA CHICO, CA EAVE STRUT FASTENER SAG STRAP ATTACH SAG STRAP TO THE DAVE STRUT WITH SELF DRILLING SCREW 097216. ENDWALL CURT AROUND�MN'\\ 13 ENDWALL GIRT GE Z - I - 1 o 1 � I 1/2' FlE10 COLUMN GIRT MDUT I COLUMN 1 k FRAME FLANGE BOTH INSIDE AND OUTSIDE FLANGES OW 1/2' •- --- IIH IH THE WIGIRT TH RADS FLANGES. FIELD NOTCH GIRTS GIRT CUTTING DETAIL AS REOURED• a ® m FIELD NOTCH GIRT DETAIL 6019 COLUMN FIANCES WIDER THAN 10' TOR STRAP CONNECTION SEE DETAIL �.) -'- —' _ FOR STRAP CONNECTION SEE DETAIL /Cy�248 (TYP.) SIDEWALL INSTALL (3) ROWS OF SAG STRAPS IN EACH SIDEWALL BAY. ACTUAL NUMBER OF ROWS OF GIRTS MAY VARY. mnn nm DETAIL G247 SAG STRAP PLACEMENT IN THE SIDEWALL DETAIL G250-1 SAG STRAP TO EAVE STRUT CONNECTION rBUILDINGR DESCRIPTION: DRAWING TITLE: DRW: ABI ENG: CMSORIANO X24 LRST 1:12 WALL SECONDARYCHK: BAYS LUTE z -s-10 LL + 5#CLL STRUCTURAL ELEVATION DRAWING NUMBER REV. EXP C; CBC 07 DETAIL SHEET S1=26; SITED ID09-173920-05E �� ;ERNAME aheu 01-02-2010 21:03:30, \n..fe.e\f7io9n\c.e.n,.n\FINAI FRFMnm DRAWINGS\173920-5f.dra REVISION NO. 1 FRONT ENDWALL PANELING ELEVATION AT GRID 1 I I I I I I I FIELD WORK _ _ _ _ WALL PANELS I 4'-0' X 14'-0' -0' X 14'- W7. 14'- 14'-0' X 14'-0 nvFRwFGn nnnR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR REVISION NO. 2 WE CRUS Mt. 01"m81 c Gb 1. J RIGHT SIDEWALL PANELING ELEVATION AT GRID C MATCH LINE 1. ! STANDARD NOTES: WPO010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 TDRX BRRIII WALL PANE-PANEL SCREE .FASTENERS ARE D97364 (1/4 X 3/4 T-30 SELF DRLINGWPOO19 RII 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 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 BUfLERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE REM a••p•a•pq•s••p••••• 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 WALL PANEL -TO -GIRT FASTENERS ARE 097365 (812 X 1 1/4' T-30 TORX SELF DRILLING SCREW). BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE B�/TLBR PRODUCT OF THE 50X39OX24 LRST 1:12 ® ��Ngtm)® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WALL PANEL wier mmA ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Blueftpe BuNnp North Affolm kmSYSTEM I I I Ss=64, S1=26; SITE D DRW: ABI I ENC: CMSORIANO CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. D09-173920-06 00 WALL PANEL SCHEDULE ID OTY. PART NUMBER EXT. INT. SUFF. SUFE. LENGTH DESCRIPTION W001 40 0027090 105 290-0 BRII MT SOLAR WH W003 14 0027093 105 121-1 BRII HDR MT SOLAR WH W004 1 0027463 105 287-5 BRII SO SOLAR WH W005 1 0027463 105 290-5 BRII SO SOLAR WH W006 1 0027463 105 293-5 BRII SO SOLAR WH W007 1 0027463 105 296-5 BRII SO SOLAR WH WOOS 1 0027463 105 299-5 BRII SO SOLAR WH W009 1 0027463 105 302-5 BRII SO SOLAR WH W010 1 0027463 105 305-5 BRII SO SOLAR WH W011 1 0027463 105 308-5 BRII SO SOLAR WH W012 1 0027463 105 311-5 BRII SO SOLAR WH W013 1 0027463 105 314-5 BRII SO SOLAR WH W014 1 0027463 105 317-5 BRII SO SOLAR WH W015 1 0027463 105 320-5 BRII SO SOLAR WH W016 1 0027463 105 323-5 BRII SO SOLAR WH W017 1 0027463 105 326-5 BRII SO SOLAR WH W018 1 0027463 105 329-5 BRII SO SOLAR WH W019 1 0027483 105 332-5 BRII SO SOLAR WH W020 1 0027463 105 334-5 BRII SO SOLAR WH STANDARD NOTES: WPO010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 TDRX BRRIII WALL PANE-PANEL SCREE .FASTENERS ARE D97364 (1/4 X 3/4 T-30 SELF DRLINGWPOO19 RII 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 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 BUfLERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE REM a••p•a•pq•s••p••••• 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 WALL PANEL -TO -GIRT FASTENERS ARE 097365 (812 X 1 1/4' T-30 TORX SELF DRILLING SCREW). BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE B�/TLBR PRODUCT OF THE 50X39OX24 LRST 1:12 ® ��Ngtm)® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WALL PANEL wier mmA ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Blueftpe BuNnp North Affolm kmSYSTEM I I I Ss=64, S1=26; SITE D DRW: ABI I ENC: CMSORIANO CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. D09-173920-06 00 b. �`J .. ID OTY. PART EXT. INT. LENGTH DESCRIPTION NUMBER SUFF. SUFE. W002 104 1 0027090 1 105 340-0 BRII MT SOLAR WH 50X39OX24 LRST 1:12 CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL WALL PANEL BUffml0i8mUJ�11Q ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 1 BiwompeB OOONoTMARterk%kr. SYSTEM Ss=64, S1=26: SITE D D09 -173920-06B 00 I MATCH , REVISION NO. 1RREVISION NO. 2 oae DVAXW enaacKO ar. MATCH FRAME 17'-0' 30'-0� 20'-0' 30'-0' 30'-0* 390'-6' 15 14 13 Cb cb 10 LEFT SIDEWALL PANELING ELEVATION AT GRID A It A MATCH I—IXUNE ct LEFT SIDEWALL PANELING ELEVATION AT GRID A WALL PANEL SCHEDULE ID OTY. PART EXT. INT. LENGTH DESCRIPTION NUMBER SUFF. SUFE. W002 104 1 0027090 1 105 340-0 BRII MT SOLAR WH PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRLE OW. ABI ENG CMSORIANO B!/i jI ® —��Y]� �® 50X39OX24 LRST 1:12 CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL WALL PANEL BUffml0i8mUJ�11Q ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 1 BiwompeB OOONoTMARterk%kr. SYSTEM Ss=64, S1=26: SITE D D09 -173920-06B 00 CA. :FRNAUF. eheu 01-02-2010 21:12:40 N A n co 7: N (7 " N z 00 N z 141 O I 41 � W O Ja Z 3 N REVISION N0. 1 r ^ ohm 0 9- MATCH UNE 0 11 12 13 14 15 16 390'-6' PANEL EDGE (2) ADDITIONAL PANEL SUPPUED N ppN ROOF PANEL SCHEDULE ID OTY. PART NUMBER SUFF. LENGTH DESCRIPTION R01 45 0027938 339 357-0 BRII EAVE PANEL SOLAR WH R02 45 0027938 339 380-6 BRII EAVE PANEL SOLAR WH R99 135 0027938 339 120-0 BRII UNPN ROOF PNL PANEL EDGE (2) ADDITIONAL PANEL SUPPUED N ppN 0 0 K K NNp O pNp O O O O O 00 O K O fY pNo K O fY O C O 1' O fY O (C O fY O K O C O fY O d' O (Y O C O C O C O C pNp O O O O Mj z� 0 FIELD WORK . MOROOF PANELS T T T T T T 390'-6' o - MATCH Q Q Q 10 J J Q 390'-6' MATCH 30'-0' 30'-0' 20'-0' 30'-0' W. -O. MATCH UNE • E UNE LL I Z O Of LL_ MATCH UNEAA a n 11 Cp 13 (]4D 15 16 390'-6' E "- - -- - - - -- - (4) ADDITIONAL PANEL SUPPUED TYP 2'-6' PANEL EDGE 01 C R' fY C LL' K C K K LL' K K K C K K LL' 1' fY REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: IAM BVT fv 50X39OX24 LRST 1:12. ® ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ROOF PANEL Butler �9 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING In BlusftpsBuMnprNwMAmeftbr. SYSTEM Ss=64. S1=26: SITE D DRW: ABI I ENG: CMSORIANO CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. D09 -173920-07A 00 SERNAME: aheu 01-06-2010 00:13:40 :\Orders\ 173920\ErecDwg\173920-7b.dwg a LA N O _ z O N 0 0 v m X o jm U)4 z -4 - 3 Z M � m Z GJ m Z c 6 O D =r n� 0 C) m D S Z 0 CA c r C)0 om I D c Z Do � Ln N o = II Khax o _ 0 o � II �+ a C� z =i CO m0r•• 00 N o z c m Mc D_m O Nm 2 ;o m O O m O 0 _ 0 (0 c _ ; N W O 0OO O v 1 b 110 $Q o 8R PZ �' F1 �� I ow I O me m 0 2_ _ v w i P� A ar AQ I =u ._ `� 8 ;o o 0 8 O N O� �p D Q �v Ol /1 1 >LF.22 a O z 9 MZ. p l ri V I W F 2 �I S Mir 3E 0 90 PEI flip W ,—f0 m 00 CSN C 0 �I P v 1 2 2'-5 1/2- (+-) NDUCTOR PIP LENGTH R N T47 o o k' i �• € 0 m m 0 8 z z 23 z s z "'F11 9 P e I 00 y ( I�I SEE ; %m80 08 R :o smugE r„„4s goo O s7c 0.;. az =gym R �Gzi N z zz z 0 a LA N O _ z O N 0 0 v m X o jm U)4 z -4 - 3 Z M � m Z GJ m Z c 6 O D =r n� 0 C) m D S Z 0 CA c r C)0 om I D c Z Do � Ln N o = II Khax o _ 0 o � II �+ a C� z =i CO m0r•• 00 N o z c m Mc D_m O Nm 2 ;o m O O m O 0 _ 0 (0 c _ ; N W O 0OO O v 1 b 110 $Q o 8R PZ �' F1 �� I ow I O me m 0 2_ _ v w i P� A ar AQ I =u ._ `� 8 ;o o 0 8 O N O� �p D Q �v Ol /1 1 >LF.22 a O z 9 MZ. p l ri V I W F 2 �I S Mir 3E 0 90 PEI flip W ,—f0 m 00 CSN C 0 �I P v 1 2 2'-5 1/2- (+-) NDUCTOR PIP LENGTH R N T47 o o k' i �• € 0 m m 0 8 z z 23 z s z "'F11 9 P e I 00 y ( I�I SEE ; %m80 08 R :o smugE r„„4s goo O s7c 0.;. az =gym R �Gzi N t- Q (11D1s SPECIFIC ERECTION DRAWING LIST DESIGN CRITERIA SUMMARY t �a i O) q U- J -j 3 I • w Z 'z C. X409 21 ji. C' "' IrQUY/G 111!, n 11 EREC�'1�0om D o 3 �i IInmss 04 FOR CONSTRUCTION USE C-4 REVISION NO. 1 REVISION NO. 2 oM Un MTE: M1E a®aa er: KEY PLAN Butlerib a II Wall System - Panels Calculated sectional properties for Butierib II a wall panel materials using 1996 edition of AISI design manuot. 36' 12' 12' 1 12' 4 1/2' 1 3' 1 4 1/2' 4 1/2' 1 3' 1 4 1/2' 1 4 1/2 1 3' 1 4 1/2' Section Through Paned Section Properties for One Foot of Width Penal Design moterWI Thick On) Fy (dud) E (IMO Wright UF -1 Compression' on Outelde Com:=e on Wide Sx Qn3) I (In4) Sx Qn3) I Qn4) 29 CA Steel 0.017 1 60 1295001 0.95 0.0498 1 0.0603 0.0326 1 0.0417 Butlerlb • II Roof System — Panels - CaleWated sectional properties for Butlerib 1140 roof system panel materials using 1996 edition of AISI design manual. 36' 12 1 12' 1 12' 4 1/2' 1 3' 14 1/2' 1 4 1/2' 1 3' 1 4 1/2"' 4 1/2' 1 3' 1 4 1/2' Outsidd Face Section Through Panel N Section Properties for One Foot of Width Pond material 'Thick on)S. DesignN�n ROOF Compression an Outside Compression on Inside (n3) 1 0e4) S. or -3) 1 I (tn4) 28 CA Sled 0.01700.0132 THE YEAR DURING WHICH YOUR SEQUENCE 0.0557 0.030.1 0.0107 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 TME: AG FU NO.: ROOF DATE: 02/16/83 SECONDARY STRUCTURAL DRAWING NUMUR: Rfvmm FRAMING PLAN D 83-1234566-05L 1 02 TITLE I /DRAWING THE YEAR DURING WHICH YOUR SEQUENCE ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER Roof Uve Lood.(psf) Reducible per Section 1607.11.2 OF YOUR ORDER REVIF ODRAWING. THE DRAON WING HAS NEVER BEEN 0.00 REVISED, 00 APPEARS HERE. D09-173920-00 COVER DRAWING - SHEET 1 009 -173920 -QA SHAKEOUT PLAN - SHEET 1 009-173920-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 009-173920-OIA SPECIFIC REACTION DRAWING - SHEET 2 D09-173920-018 ANCHOR BOLT DETAIL SHEET - SHEET 3 009-173920-02 CROSS SECTION ERECTION DRAWING - SHEET 1 009-173920-02A CROSS SECTION ERECTION DRAWING - SHEET 2 D09-173920-028 CROSS SECTION ERECTION DRAWING - SHEET 3 D09 -173920-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 4 D09-173920-03 WIND BRACING DRAWING - SHEET 1 D09 -173920-03A WIND BRACING DETAIL SHEET - SHEET 2 D09 -173920-D4 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 009-173920-G4A ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 2 D09-173920-048 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 3 D09 -173920-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 4 D09_ 173920_04D ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 5 D09-173920-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 D09 -173920-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 D09 -173920-05B WALL SECONDARY STRUCTURAL ELEVATION - SHEET 3 D09 -173920-05C DOOR DETAIL DRAWING - SHEET 4 D09 -173920-05D DOOR DETAIL DRAWING - SHEET 5 D09 -173920-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 6 D09 -173920-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 7 COVER DRAWING NOTES STANDARD NOTES: CDD002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. 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. CDD017 MATERIALSASTMDESIGNATION --------------------------- STRUCT PLATE 1' ✓4 L€SS A529 AND A572 FY v 55 KSI GRADE 55 STRUCr PLATE OVER 1 A529 AND A572 FY s 50 KSI GRADE 50 LIGHT GAGE/COLD FORMED EQUN TO Al 011 FY - 60 KSI RADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 ROUND TUBE AS00 GRADE B FY - 42 KSI SQUARE TUBE A500 GRADE B FY - 46 KSI BRACE RODS 3 4' R USS A510 GRADE 1018 BRACE RODS 0 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 'SPECTICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS , PUBLISHED BY RCSC, DATED JUNE 30, 2004. ALL A-325 BOLTS WILLBE SUPPLIED WITH HARDENED WASHERS FOR ALL CONNECTIONS ON RIGID FRAMES. R IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. The 2007 edition of the 'California State PRODUCT OF THE —� Building Code' bX the State Building Code 50X390X24 LRST 1:12 CHK: BAY S DATE: 2-5-10 Standards Committee. ��e Occupancy Category (Table 1604.5) Section 1606 Dee? Loads GENERAL USE Weight of Roof Panel, Insul. and Secondaries (psf) Collateral Load On Fmmes(psf) 2.4 5.0 Collateral Load on Secandarles(psf) 5.0 Section 1603.1.2 R of Uva load Roof Uve Lood.(psf) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Snow Load Ground Snow Load Pg(psf 0.00 Roof Snow Load, �f(peeff)) 0.00 Snow Importance Factor, Is 1.00 Snow Exposure Factor, Ce 1.00 Snow Thermal Factor, Ct 1.00 Section 1603.1.4 Wing Design Data Wind Speed (mph)F 85 Wind Importance actor, Iw 1.00 Wind Exposuna Catesory !:%%n C Enclosure CI..1Cf En losad Internal Pressure Coef tient +f 0.18 Section 1603.1.5 Earthquake Design Data Seismic Importance Factor, Is 1.OD Spectral Response Ace at 0.2 -sec Period, Ss 64% g Spectral Response Acc at 1 -sec Period, S1 26x g Design Spectral Response Acc at Short Periods,-Sds 0.550 g Design Spectral Response Ace at 1 -see Short Periods, Sd1 0.326 g Site Class D Seismic Design Category D Basic Seismic Force Resisting System(s) Bracing R - Ordinary Concentrically Braced Frames (OCBF) Main Frames - Ordinary Steel Moment Frame (OS F) 3.25 3.50 Seismic Response coefficient, Cs Broeing 0.169 Main Formes Design Base Shear (kises), V -Cs W Analysis Procedure - Lateral Force Procedure 0.157 See Reactions Equtvalent 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. 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. BUTLER PRODUCT OF THE —� BUILDER. PROJECT: BUILDING ORDER DESCRIPTION: DRAWING IMF-- DRWI ABI ENG: CMSORIANO 50X390X24 LRST 1:12 CHK: BAY S DATE: 2-5-10 ,,�,,.1�® WderManufaCtIli O ��e NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL COVER DRAWING DRAWING NUMBER REV. ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 Bft"coDeBLdWn>rNorth Amwce�trlc SYSTEM I=AA C1=JR• CITE n iln4-1�.��n—nn nn 1 t 2 � CP `r `-�' T CP �g� `1' (� `,-' �$� '-13'9'0.-6., 10 i 1 REVISION NO. 2 13 14 15 12 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: EW DRAWN RY: ae«cD a.: wTD: NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 CHICO, CA CHICO, CA 50X39OX24 LRST 1:12 20# LL + 5#CLLF Sic MPH AXP ��; CBC 07 CHK: BAY 5 DATE: 2-5-10 SHAKEOUT DRAWING NUMBER: REV. PLAN r109— 1 73920—OOA �� pe ��JO b��dK R O Butler Manufacturing BlueSco eBuildin sNorthAmerica,Inc. P 9 � -��@ ORDER ENGINEERING SYSTEM 1 DRAWN RY: EW ' BAYS 30'-0" �20'-O" 30'-0" 30'-O" 20'-0" 30'-0" 30'-O" 20'-0" 30'-O" 30'-0" 30'-O" 20'-0" 30'-0" 17'-0" 23'-6" FRAME. (TYP.) 0 (5) 0 (5) 0 (5) <D (5) <D (5) <2> (5) <D (5) <D (5) <Z> (5) <D (5) <D (5) 0 (5) 0 (5) QZ (5) Q 550324-343-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 0 550325-271- (5) rn - .. W®R W 550303-193-2 50303-193-2 W® WOR J1 V72736 �nNn> 72748 O ^N O nN V727a8 T'" V72756 V72756OO D DN NnN V727a8 V727V72748a8V727a8 nNNN rnNQ > N I 0 (3) Q (12) 1<Z>20 i Q(12 Q(2) QZ (12) Q )- (12�30942-395-4 >> -n 90 - 30 0 L ((��i1JJ 1.59N0 - a �05 N0 -NS 39 0- n 0-N3 o -40523 m 50 9-a 5 -a 0N0 Q-9545 Dm 0 0 N -a N540523-03- (i)N 5Q34-7170 2- 4 S (t) (2)E - E > S S S > E(t) (1) > <D (2) <a> (1) > ES (2) > <g>(2) 1— I 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-239-4 540523-359-4 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-359-4 540515-239-4 540523-359-4 540515-203-4 540515 -?81-4 OQ � N (2) ® 550325-277-2'3 I < a N ES 540515-239-4 (2) Q • (10) QZ (10) 530936-395-4 530933-275-4 ZQ (10) 0 (10) ES (t) 530936-395-4 530933-275-4 540523-359-4 ES (2) ES (2) 540515-359-4 540515-359-4 ES (2) 540515-359-4 ES (1) 540523- 87-4 � V72746 > - V72754 - - V72754 - _ V72762 - V72754 V72 )54 - - V72762 - - V72754 - - V72754 - V72?62 - - V72762 - - V72754 - - V7275t _ v72754 v72754 N z _ m WOR W® R O U N > < (1) N j D (2) 0 (1) 0- (1) D (2) 2 (1) D (1) (2) 0 (1) � (1) 0 (2) 0 (2) � (1) 0 (2) 0 (1) vwi 550303-091-2 550326-229-2 550303-091-2 550303-091-2 550326-229-2 550303-091-2 550303-091-2 550326-229-2 550303-079-2 550303-091-2 550327-349-2 550326-22972 550303-091-2 550324-193-2550303-013-2 0 0) 0 (1) (1) <D (1) <1> (1) 'D 0) 0 (1) <D (1) <D (1) 550303-073-2 550303-079-2 550303-079-2 550303-079-2 550303-079-2 550303-091-2 550303-079-2 550303-079-2 550303-079-2 Q (1) <D (1) <D (1) < (1) <D (1) 0 (1) <D (1) 0 (1) <D (1) 550327-343-2 550327-349-2 550327-349-2 - 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550324-271-2 ONLY THE FOLLOWING TYPES OF PARTS ARE CALLED OUT ON THE SHAKEOUT PLAN. OTHER PARTS ARE SPECIFIED ON THE ERECTION DRAWINGS: L COLUMNS AND ROOF.BEAMSJ SECONDARY PARTS ARE: <ZE> EAVE STRUT, <2> TRUSS PURLIN, © C -SECTION, QZ Z -SECTION ' 0 R - BRACE BAY OR SECTION [• = W, WP, or PF (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roof ] REVISION NO. 1 REVISION NO. 2 ® PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: ABI ENG: CMSORIANO DRAWN RY: ae«cD a.: wTD: NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 CHICO, CA CHICO, CA 50X39OX24 LRST 1:12 20# LL + 5#CLLF Sic MPH AXP ��; CBC 07 CHK: BAY 5 DATE: 2-5-10 SHAKEOUT DRAWING NUMBER: REV. PLAN r109— 1 73920—OOA �� pe ��JO b��dK R O Butler Manufacturing BlueSco eBuildin sNorthAmerica,Inc. P 9 � -��@ ORDER ENGINEERING SYSTEM 1 DRAWN RY: CeECaE B, I- 1 Y Q Y Y Y Q Q Q EW 390'-6' BAYS 30'-0' 20'-0' 30'-0' 30'-0' 20'-0' 30'-0' 30'-0' 20'-0' FRAME FRAM Cn 390'-6' Mtt TYPICAL L1 J 1 Q in�_ I Aeoe Aeoe A808 A609 AeOe A60e A60e ABOe LLI ~ cI Z I I Asos I Aeoe I AM$ i Atwe I AM I AM I Awe I Aeon D_ L.L y � A391 - - - - - A391 A791 - - • - A381 - J €j A392A392 AJ92 A392 A392 N W 390'-8' Mtt TYPICAL I7' -6l 14'-0' I LM6:� I17'-611�-0 x,1,8'-6* 17'-6'1 14'-0' 18'-6' I 17'-6*1 14'-0' 18'-6" 14'-0' 18'-6_ M11 A411 A411 A-tt A411 ANCHOR BOLT PLAN Q910) C11D C4D13 14 15 15.9 16 390'-6' EW BAYS 30'-0' 30'-0' 30'-0' 20'-0' 30'-0' 17'-0' 23'-0' 6' FRAME MATCH- (TYP,) — — — — — — — — — — — — — — — — — — — — — A3SJ I Asp I Aeoe I Atwe I Ae� I Ae� I Aeoe I Ae� I I A806 I AWS AWS Ate, AJ92 A392 I Aeoe I Aeoe I Aeoe I A60e A392 _6• M11 TYPICAL • 17'-6'I 14'-0' 18'-6'17'-6-„ 14'-0' 1,8'-6, I 17'-6" 1 14'-0' 18'-6' I I7' -6'I 14'-0' I Il OWEDM111 1 ANCHOR BOLT PLAN STANDARD NOTES: ABDO07 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE PRODUCT OF THE SQUARE. LEVEL. AND SMOOTH. ABDO09 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT MATCH HAND SET ANCHOR BOLTS. ULINE ABO010 ANCHOR BOLTS MUST BE ASTM F1554. GRADE 36, MINIMUM. A80013 USE REINFORCING STEEL AS REQUIRED. PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. A80014 CAUTION ® 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 Butlffmmuft" CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS ARE NOT SYSTEM FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABDO16 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. El A �c a REVISION N0. , REVISION N0. 2 PRODUCT OF THE BUILDER: PRQIECT: BUILDING ORDER DESCRIPTION: DRAWING TILE: CMSORUNO ENG: tme tM1E BAYS DATE: 08/07/09 50X390X24 LRST 1:12 SPECIFIC ING NUMBER: r n BVTLER ® -1 IRaK Iro DRAW W. ® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ANCHOR BOLT REV. Butlffmmuft" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING fog. tllftD9. glt,sBDopsBuOLBTq�NorlhATleTics,61c SYSTEM Sc=R4. S1=9fi- SITF n 09-173920-01 00 F.9 J.5 �L ENDWALL FRAME AT SIDEWALL GRID 1 FRAME AT SIDEWALL GRIDS 2, 3, 5; 6, 8, 9, 12, 13, 14 & 15 F.9 (L FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 BRACED BAY REACTION REACTION NOTES: ) ' 1 IN KIPS. (1�KIP 100HORIZONTAL POUNDS MOMENTH AND ZREACTITIONSNARE STATTEAD 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. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR _ DESIGN OF FOUNDATIONS. H` I4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE V V - FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. SIDEWALL BETWEEN H V H V GRID GRIDS (WL) (WL) (EO) (EO) 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EPI, EP2 AND ES1 F.9 5- 6 3 3 8 B REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE F.9 6- 7 3 3 8 7 COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. F.9 11-12 3 3 8 8 ' b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE F.9 12-13 3 3 8 7 c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION o.- l5- 6 2 2 10 11 DUE TO LOAD REVERSAL. L 12-13 2 2 10 11 +V + +H +M (y cb oa N I o I N n T O w C O • C m �O REVISION N0. 1 REVISION N0. 2 BUILDER: PROJECT: BUILDING ORDER OFSCRIPfION: DRAWING TITLE fnO9-173920-01A RW: CMSORUWO ENG: m N PRODUCT OF THE HK: BAYS DATE 08/07/09 50X390X24 LRST 1:12 W er en ® _ �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SPECIFIC RAWING NUMBfR REV. &ftMmuta*ft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING BIY!&OpoBUIIdIWNorthAmwk%bm SYSTEM Cc -R4 C1 -?R' CITF n 00 H I F.9 V Z H J.5 V Z H L V Z DL DEAD LOAD 0.06 0.83 0.00 -0.01 1.45 0.00 -0.03 1.20 0.00 CLL COLLATERAL LOAD 0.11 0.93 0.00 -0.05 1.78 0.00 -0.01 1.81 0.00 LL LIVE LOAD 0.34 3.04 0.00 -0.26 5.85 0.00 -0.04 6.07 0.00 WLI WIND LEFT+INT PRESS -1.56 -2.10 -0.44 ' -3.54 -7.36 -0.82 -1.52 0.26 -0.37 WL2 WIND LEFT+INT SUCT -2.52 -1.23 0.44 -3.46 -5.15 0.82 -0.70 1.16 0.37 WR1 WIND RIGHT+INT PRESS 1.46 -3.28 -0.44 -0.08 -4.42 -0.82 3.62 -10.28 -0.37 WR2 WIND RIGHT+INT SUCT 0.50 -2.41 0.44 '0.00 -2.21 0.821 4.44 -9.38 0.37 EP2 EW PRESS+INT SUCT 0.53 -2.40 2.05 -0.44 -5.28 3.69 -0.67 -4.80 1.75 ES1 EW SUCi+INi PRESS 1.49 -3.27 -2.35 -0.52 -7.50 -4.10 -1.49 -5.70 -2.01 EQL SEISMIC LOAD LEFT -0.04 -0.02 0.00 -1.43 - -1.44 0.00 -0.04 1.42 0.00 EQR SEISMIC LOAD RIGHT 0.05 0.03 0.00 0.00 1.39 0.00 1.47 -1.45 0.00 MAX. POS. REACTION 1.55 5.14 2.05 0.01 9.78 3.69 4. 9.21 1.75 MAX. NEG. REACTION -2.35 -2.78 -2.35 -3.60 -6.63 -4.10 -1.54 -9.51 -2.01 FRAME AT SIDEWALL GRIDS 2, 3, 5; 6, 8, 9, 12, 13, 14 & 15 F.9 (L FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 BRACED BAY REACTION REACTION NOTES: ) ' 1 IN KIPS. (1�KIP 100HORIZONTAL POUNDS MOMENTH AND ZREACTITIONSNARE STATTEAD 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. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR _ DESIGN OF FOUNDATIONS. H` I4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE V V - FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. SIDEWALL BETWEEN H V H V GRID GRIDS (WL) (WL) (EO) (EO) 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EPI, EP2 AND ES1 F.9 5- 6 3 3 8 B REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE F.9 6- 7 3 3 8 7 COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. F.9 11-12 3 3 8 8 ' b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE F.9 12-13 3 3 8 7 c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION o.- l5- 6 2 2 10 11 DUE TO LOAD REVERSAL. L 12-13 2 2 10 11 +V + +H +M (y cb oa N I o I N n T O w C O • C m �O REVISION N0. 1 REVISION N0. 2 BUILDER: PROJECT: BUILDING ORDER OFSCRIPfION: DRAWING TITLE fnO9-173920-01A RW: CMSORUWO ENG: m N PRODUCT OF THE HK: BAYS DATE 08/07/09 50X390X24 LRST 1:12 W er en ® _ �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SPECIFIC RAWING NUMBfR REV. &ftMmuta*ft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING BIY!&OpoBUIIdIWNorthAmwk%bm SYSTEM Cc -R4 C1 -?R' CITF n 00 ;ERNAME: eheu 01-02-2010 20:03:22 \Orden\173920\EreeDwg\FINAL ERECTION DRAWINGS\173920-21.dwg 0 o m X U o <m No xm T m m zt m z m Z c A 2 M D O m >S z c� 1n Q m C F C-) nm O DC Z 00 c N Ln Ln 6 II �Nx 0) o L441 o O In X r N II +� p � 0 o U) z �07r� rn0 00 N v m ;0n n X �O O� Z V7 vm O Z Z 0 o�rol 0 mmz W O D m Z < — _ C N (.nl N O 4 O N ; �o o ga 0 g O FRAME 27'-4 1/2 - HEIGHT O z mo A NQ A D A ei O OA N 0 0 �I A Fiinoi o=� o uzi a m FRAME z z J z I0 0 8 Z 002xV/ m �Z m zc Eap mA 5 lAgI Wig= IA D m O Z z m UI o O A ; N 0 o m X U o <m No xm T m m zt m z m Z c A 2 M D O m >S z c� 1n Q m C F C-) nm O DC Z 00 c N Ln Ln 6 II �Nx 0) o L441 o O In X r N II +� p � 0 o U) z �07r� rn0 00 N v m ;0n n X �O O� Z V7 vm O Z Z 0 o�rol 0 mmz W O D m Z < — _ C N (.nl N O 4 O N ; �o o ga 0 g O FRAME 27'-4 1/2 - HEIGHT O z mo A NQ A D N C) LnL" A ei O OA N 0 0 �I A Fiinoi o=� o uzi a m FRAME 23'-2 1/2 - 2 -HEIGHT J HEIGHT w-�� o1;m=mo N C) LnL" A O 2 O OA N 0 0 �I A o Arno Z4Z ,rMM, AT m r w-�� o1;m=mo a Z 002xV/ m �Z m zc Eap OJ lAgI Wig= D m 1; O m UI o A ; Ci 0 m N r N N V N N V N Z V C pV V A PZ y yV O 03 C. m m z ow z mm D 0 m � mm �g I O i N C) LnL" A 4N� u Arno AT o m D X555555 N N N �p N N V N N V N Z V C pV V A pV A N yV O 03 C. m m mm D 0 m � Q)1*I" I O i 1 o I m 0 4 • _ N —.,6 V 4 w A m m m� m m SFE CHNiF) _ FLANGE BRACE FORBEND FOR ATTACHMENT FIELD 9/18' HOLE I IN GIRT AS SHOWN. qRT b 0 N 1 1 COLUMN DIMENSION Y PART USAGE TOP / OUTSIDE - I I I FLANGE I V72736 316-3 EW CORNER POST TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' X .135' c WEB a THICKNESS TOP FLANGE - 5' X .135' BOTTOM / INSIDE WEB THICKNESS - .135' FLANGE FRAME DESIGN INFORMATION SFE CHNiF) _ FLANGE BRACE FORBEND FOR ATTACHMENT FIELD 9/18' HOLE I IN GIRT AS SHOWN. qRT b 0 N 1 1 COLUMN DIMENSION Y PART USAGE PART DESCRIPTION 13OLT 695o AND F1Uf V72736 316-3 EW CORNER POST TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' X .135' WEB THICKNESS - .135' PART DEPTH - 11 25/32- 1/2' HDC NlR (08 ) V727,38 240-7 EW ROOF BEAM TOP FLANGE - 5' X .135' BOTTOM FLANGE = 5' X .188' WEB THICKNESS - .135' PART DEPTH - 11 13/16- I V72740 241-7 EW ROOF BEAM TOP FLANGE - 5' X .135' BOTTOM FLANGE - 5' X .135' WEB THICKNESS - .135' PART DEPTH - 11 25/32- SINGLE FLANGE BRACE CONNECTION V72742 269-5 EW INTERM POST TOP FLANGE - 5' X .186' BOTTOM FLANGE - 5' X .188' WEB THICKNESS = .186' - LOW END TO 10' FROM LOW END .135' - 10' FROM LOW END TO HIGH END PART DEPTH a 11 7/8' USE (8 5/8' X 1 1 2A325T 1) AND V72744 119-1 EW ROOF BEAM TOP FLANGE = 5' X .135' BOTTOM FLANGE = 5' X .135' WEB THICKNESS a .164' PART DEPTH = 20 1/2' TO 12- 4DETAIL V72746 256-6 EW CORNER POST TOP FLANGE = 5' X .135' BOTTOM FLANGE = 5' X .135' WEB THICKNESS = .135' PART DEPTH = 11 3/4- V72748 312-1 EXTERIOR COLUMN TOP FLANGE = 5' X .168' BOTTOM FLANGE = 5' X .313' WEB THICKNESS = .184' - LAW END TO 15' FROM LOW END .135' - 15' FROM LAW END TO HIGH END PART DEPTH = 8' TO 17' TO 20' V72750 419-1 ROOF BEAM TOP FLANGE = 5' X .313' BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .188' - LOW END TO 14'-10 3/4' FROM LOW END .135' - 14'-10 3/4' FROM LAW END TO HIGH END PART DEPTH = VARIES 21 1/2' TO 16- V72752 162-6 ROOF BEAM TOP GE = 5' X .250' BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .135' - LAW END TO 10'-0 3/8' FROM LAW END .250' - 10'-0 3/8' FROM LOW END TO HIGH END PART DEPTH = 16' V72754 258-6 EXTERIOR COLUMN TOP FLANGE = 5' X .250' BOTTOM FLANGE = 5' X .313' WEB THICKNESS = .135' PART DEPTH = 8' TO 24' v N I V72756 308-1 EXTERIOR COLUMN TOP FLANGE = 5' X .250' BOTTOM FLANGE = 5' X .375' WEB THICKNESS- .135' PART DEPTH = 8' TO 17' TO 24' N °f a V72758 418-4 ROOF BEAM TOP FLANGE - 5' X .250' BOTTOM FLANGE - 5' X .250' WEB THICKNESS = .188' - LOW END TO 14'-10 3/16' FROM LOW END 135' - 14'-10 3/16' FROM LOW END TO HIGH END PART DEPTH = VARIES 28 13/16' TO 20' c 4j 0 N ¢ w V72760 18113- BEAM TOP FLANGE a 5' X .250' BOTTOM FLANGE = 5' X .250' WEB THICKNESS = .188' PART DEPTH = 20' c a 0 V72762 251-6 EXTERIOR COLUMN TOP FLANGE = 6' X .250' BOTTOM FLANGE - 6' X .500' WEB THICKNESS - .135- PART DEPTH B' TO 28' 0 REVISION NO. 1 1 REVISION N0. 2 SFE CHNiF) _ FLANGE BRACE FORBEND FOR ATTACHMENT FIELD 9/18' HOLE I IN GIRT AS SHOWN. qRT b 0 N 1 1 COLUMN DIMENSION Y PART USAGE USE (2) 1/2- X 1 1/4- 9-1 13OLT 695o AND F1Uf 9-1%2 OR 12 C-GIRIS 1%2 HELL (OB50.12) - 1°`e.SINGLE FLANGE BRACE CONNECTION DETAIL C340 USE SECOND HOLE AT SW OR EW GIRT CONNECTION 1/2' HDC NlR (08 ) 8 Z-gR15 EW ROOF BEAU it CROSS SECTION CUP (543358) I NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL CUP SINGLE FLANGE BRACE CONNECTION 0m' de a SINGLE FLANGE BRACE CONNECTION ('51.]338) EW POST SINGLE FLANGE BRACE CONNECTION DETAIL 0342 kP�OST DETAIL C346 USE (8 5/8' X 1 1 2A325T 1) AND DETAIL C347 USE SECOND MOLE AT PURUN OR GIRT CONNECTION HI -S BOLT (OB 5/8' HEAVY HEX NUT (095233) WITH (4) WASHER 085915 TO BACK-UP SL07S 1 CUP ) 4DETAIL ENDWALL POST TOP CONNECTION E137 LOW SLOPE RANGE - LIGHT LOAD OV72967 TOP FLANGE = 5' X .250' CANOPY BOTTOM FLANGE = 5' X .250' BEAM WEB THICKNESS = .140' PART DEPTH = 9 7/8' TO 14 7 B{JTLBR Buller Manubduring BIUSBDDps Bu9A p N" AITro11T)a, tm FLANGE BRACE (SFE CHART) FOR ATTACHMENT b d COLUMN OMENSION Y FIELD 9/16' HOLE IN GIRT AS SHOWN. _ GIRT DIMENSION Y ROOF BEAM OR COWMN I 1 FLANGE BRACE E1D = FOR ATTACHMENT PURLIN OR GIRT DIMENSION Y ROOF BEAM OR COLUMN I 1 FLANGE BRACE FIELD BETID FOR ATTACHMENT PURUN OR GIRT PART USAGE 9-1/2 Z-GIRTS USE (2) 1/2' X 1 1/4' HDL 130LT (085085 AND PART USAGE 8 OR 9-1/2 PURUNS USE 2 1/2' X 1 1/4' HEX. T (0950851 AND PART USAGE 6 OR B-1/2 PURLBIS USE (2) 1/2' X 1 1/4' HDL $DLT (095085) AND 9-1/2 OR /2 C-GIRTS 1/2' HEX NUf (1 ) 8 Z-GIRTS 1/2' HDC NlR (08 ) 8 Z-gR15 1/2' HEX. NUT (085032) 50X39OX24 LRST 1:12 CROSS SECTION CHK: BAY S DATE 2-5-10 �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL �� SINGLE FLANGE BRACE CONNECTION 0m' de a SINGLE FLANGE BRACE CONNECTION � 001 ' �� SINGLE FLANGE BRACE CONNECTION DETAIL 0342 USE FIRST HOLE AT SW OR EW GIRT CONNECTION DETAIL C346 USE FIRST HOLE AT PURl91 OR GIRT CONNECTION DETAIL C347 USE SECOND MOLE AT PURUN OR GIRT CONNECTION ROOF BEAM 0 TICAL SSPLICE COLUMN CANOPY a 4" A32ST V 722) AND 5%8 HLJL�HE�XLNUT�(09652333) 09001104 _ DETAIL C3201 CANOPY BEAM CONNECTION BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING IMF- ORIN: ABI ENG CMSORUWO PRODUCT OF THE 50X39OX24 LRST 1:12 CROSS SECTION CHK: BAY S DATE 2-5-10 �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL ERECTION DRAWING JORAWING NUMBER: REV. ORDER ENGI 1EERING CHICO, CA CHICO, CA C; 5 64. DETAIL SHEET D09 -173920-02C 1 00 SIP SIBTE D7 — — — — — 312 J14 — — 316 J18: ]10 310 ATTACH TO REF. ORDER 8326 / \ 8326 � soe n 0 nn BRACE 4 4 4 4 [ ] Z N PMT NAME p PART LENGTH WORK Q 30'-0' 20'-0' 30'-0' 4 N Z 0544241 229-5 O Ag �1 S � 1 8112 8147�1- IS s� 29'-1 5/8' 314 __L l-- 0544242 349-5 -- — 8004 -- BoOt— J12 -- ------ o -- -- 0544241 193-5 16'-1 5 a. N 1 L n D1T6 0 306 r I 8326 \ 8326 I I owum 307 1 0544048 377-0 5/8 RH-RH BR ROD N \ 8001 8018 8016 X 8001 BOD1 x Bo16 8016 ' ` 8001 Rn 4 0544048 347-0 5/8 RH-RH BR ROD RH-RH 311 10544058 072-0 0544048 312-0 bT RH-LH RH-RH 0095046 (1) m 8326 \ v / BJ26 I 20'-0' 30'-0' _I I 30'-0' -�- 20'-0' _I N� 13 12 1 1 6 5 l� J b 8166 /e004\ I SIDEWALL BRACING AT GRID F.9 SIDEWALL BRACING AT GRID F.9 8328 J01 301 BJ28 8328 8326 ROOF BRACING ' 11 12 13 14 15 15.9 16 — — — — — 312 J14 — — 316 J18: ]10 310 ATTACH TO REF. ORDER 8326 / \ 8326 � soe n 0 nn BRACE ROD SCHEDULE PART SCHEDULE Nll [ ] Z N PMT NAME p PART LENGTH WORK Q O 4 N Z 0544241 229-5 O Ag 313 1 BOX STRUT .077 IS s� 29'-1 5/8' 314 __L BOX STRUT .113 0544242 349-5 29'-1 5/8- 8'315 315 o BOX STRUT .077 0544241 193-5 16'-1 5 a. N 1 L n D1T6 0 306 2 0544058 072-0 0544048 299-0 5/8 RH-LH BR ROD 5/8 RH-RH BR ROD s@ owum I I e,o� B32 J01 J01 C ROOF BRACING STFFENERj I 173921 III II III II III II I 5 9g 8001 20'-0' 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 8001 20'-0' 12 cib SIDEWALL BRACING AT GRID L L25'-0• J.5 l�J ENDWALL BRACING AT GRID 1 REVISION NO. 1 REVISION NO. 2 BRACE ROD SCHEDULE PART SCHEDULE our [ ] QTY PMT NAME PART NUMBER PART LENGTH WORK Q 312 4 BOX STRUT .077 0544241 229-5 19 -1 5/8' 313 1 BOX STRUT .077 0544241 349-5 29'-1 5/8' 314 __L BOX STRUT .113 0544242 349-5 29'-1 5/8- 8'315 315 1 BOX STRUT .077 0544241 193-5 16'-1 5 a. 316 1 BOX STRUT .077 0544241 275-7 22'- 11 778-' 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 8001 20'-0' 12 cib SIDEWALL BRACING AT GRID L L25'-0• J.5 l�J ENDWALL BRACING AT GRID 1 REVISION NO. 1 REVISION NO. 2 BRACE ROD SCHEDULE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRLE: ORW: ABI ENG: CMSORIANO our Q QTY PART NUMBER DESCRIPTION THREAD TURNBUCKLE 301 4 0544047 384-0 1/2 RH-RH BR ROD RH-RH 302 4 0544048 350-0 5/8 RH-RH BR ROD RH-RH 303 2 0544048 387-0 5/8 RH-RH BR ROD RH-RH 304 2 0544058 072-0 0544048 379-0 5/8 RH-LH SR ROD 5/8 RH-RH BR ROD RH-LH RH-RH 0095048 (1) 305 2 0544048 469-0 5/8 RH-RH BR ROD RH-RH 306 2 0544058 072-0 0544048 299-0 5/8 RH-LH BR ROD 5/8 RH-RH BR ROD RH-LH RH-RH 0095046 (1) 307 1 0544048 377-0 5/8 RH-RH BR ROD RH-RH 308 4 0544048 393-0 5/8 RH-RH BR ROD RH-RH 310 4 0544048 347-0 5/8 RH-RH BR ROD RH-RH 311 10544058 072-0 0544048 312-0 5/8 RH-LH BR ROD 5/8 RH-RH SR ROD RH-LH RH-RH 0095046 (1) 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 8001 20'-0' 12 cib SIDEWALL BRACING AT GRID L L25'-0• J.5 l�J ENDWALL BRACING AT GRID 1 REVISION NO. 1 REVISION NO. 2 39MER PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRLE: ORW: ABI ENG: CMSORIANO our CHK: BAY S DATE 2-5-10 SOX390X24 LRST 1:12 DRAWING NUMBER: NORTH VALLEYBUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACINGORDER ENGINEERING FREV11.® CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWINGBlueS000eBuOdbwNorthAmeftbc. SYSTEM Ss=64. S1=26: SITE D � 09-173920-03 W's ROD WASHERS NUT ROD CLEVIS ' DIA A B C DIA. ASSY. SIOEWALL COLUMN 1/2- 95032 095872 95946 020821 5/8' 95277 - 5/8' 95231 95945 95946 020821 3/4' 95278 BRACING SIRUP (ROUND BRACING SIDEWALL 3/4' 095 35 95947 095948 020822 7/8' 95237 95947 95948 020822 7/1' 095279 (Q� 1' 095281 IIIUII�JjII�J OU�� PIN 1 SQUARE BRACING STRUF SIMILAR.) �0 1 1/8' 095281 . NUT 1 1/4' 95282 CLEVIS I I I FOR CLEATS CONNECTION SEE L A WASHER CONNECTING STEEL �� B WASHER STEEL ORBRACE CUIaTBRACE CONNECTI&USEM4&3W4* RODER BEVEEL ASHER) CUP(017215) BRACE ROD CLEATS PIN X 2-(1 2' A3)25T AND 3/4' (4) U[ \�`\ (1-f0T B. NUT HEAVY HSOLN&0972a4) a am: a oa TYPICAL BEVEL WASHER CONN. DETAIL 8001 a occ a nm TYPICAL CLEVIS CONNECTION DETAIL 8002 ® ' a nm TYPICAL BRACING STRUT CONNECTION Ml aDETAIL OC: nm CLEVIS CONNECTION AT FLOOR aDETAIL 8016 INTERMEDIATE BAY BRACING USE_ (4)__7/8' X 2 A32ST �: REFER TO SPECIFIC . CORNER POST ROOFENDW ((1/4' 1/8 HEAVY HEX NLIT (955�37D BUILDING DRAWING FOR�ING BRACE 00 BEAM USE 4 5/8' % 1-1 2' RACK UP pLp ROD REQUIREMENTS. 513374) ROD ROD CLEVIS CUP (543365) A3 ))I-SRtEN/GTH LT (097281) AND LIP (513368) (0995233) FOR CLEVIS . CONNECTIONSEE FOR CLEATS ON 8002DETAIL SEE DErAJL CLOVIS CUP l�) (543365) 0 8002 \ \� ENDWALL � � — 3 CI'OOS�f POST a� o FOR `. FOR CLEVIS ROOF ° ROOF CONNECTION \ SEE DETAIL SSEEENHDE NON NOTES: IB0021 BEAM o o ROD 8002 (( // // X 1/2- THIS BRACING DETAIL IS // / C� UHISE Gf r__ (697281 ) A325T4415/8- TH ) S / (To n0E%?N1UT (0995233) USEDPOST FOR ALL ENDWALL ROOD CONNPOSTECTIONS. 4 ! AI4D �543385)UP lTT 5/8 HEAVY HEX. N (095 33) ) i ROD J a a® a om LOWER CLEATS CONNECTION a o® a �nm UPPER CLEVIS CONNECTION a mmm a nm BRACED CLEATS CONNECTION a mm a inm BRACING CUP CONNECTION DETAIL 8099 BRACED EW AT CORNER Post DETAIL 8101 BRACED ENDWALL AT CORNER POST DETAIL 8103 TO ENDwROOF BEAM DETAIL 8107 AT LOW EAVE LOCATION -LOW HDPE RANGE NOTE' USE ((4 7/8 X �( 1;4 TO SPECIFIC / HSEyM / BpL2 ((1697285) MID ' REFER TO SPECIFIC BUILDING BRACING USE (A)LL / N�' HI-SIRETIGTK BOLT (29i 4• SAND REFER TO SPECIFIC ��237) fl NOTE: REFER TO SPECIFIC BUILDING BRACING )A325T REFER HI-SIREN BOLT 119i�5 AND BUILDING BRACING 7/8' HEAVY HEK UT 095237) 7 8' HEAVY HE%. NUT (95237) / DRAWING FOR BRACE BUILDING BRACING 7/8' HEAVY HEX NIIT II DRAWING FOR BRACE DRAWING FOR BRACE ROD REQUIREMENTS. BACK-UP PLA Up PLATE ROD REQUIREMENTS. �74) DRAWING FOR BRACE BACK-UP PLATE ROD REOUIREMENTS. (543374) ROD REQUIREMENTS. CUP (543374) o o (543369) CUP (543369) CUP (543368) CUP (543369) CUP o o (543368) FOR CLEATS CONNECTION 0 SEE DETAIL j4 "�� ` FOR CONNECTION O SEE DETAIL ET ON FOR CLEATS SEE IL�O FOR CLEATS . SEE DEI ON 2 8002 i"� ; 8002 RO° y m4 u )�` R o //IIS/ �T-W. o -� u ` ``IIS\ I� o - aT- ROO� ROOF ROOFS l �I o L ROOF R00� `ROOF ROOF o L tNR F RODo 0 BEAM BEAM I I o ROD FOOD 0 I I BEAM BEAM o o ROD (TYP•) o (TYP.) (TYP•) O (�•) . L,o u� ' USE (4)7 6' % 2 4' A3 7/8" HEAVY HEXL NI( 852370 \J amm 11 X01 BRACING CUP CONNECTION amnm 11 �0 BRACING CUP CONNECTION V0°O0 11 �0 BRACING CUP CONNECTION 4u®m anm BRACING CUP CONNECTION DETAIL 8108 AT LAW EAVE LOCATION -LOW SLOPE RANGE DETAIL 8111 AT HIGM EAVE LOCATION -LOW SLOPE RANGE DETAIL 8112 AT HIGH EAVE LOCATION -LOW SLOPE RANGE DETAIL 8147 AT HIGH EAVE LOCATION-LAW SLOPE RANGE ROD WASHERS NUT DIA A B C 1/2' 95032 95872 95946 043657 5/8' 95231 095945 095946 043657 3/4' 95235 95947 95948 043858 7/8' 95237 95947 95948 043658 1' 95238 95948 95949 043659 1-1/8"1 95239 1 95949 95949 1 043659 NUT A WASHER CONNECTING STEELo B WASHER SAT WASHER BEVEL WASHER) BRACE ROD ' a mm a imm DETAIL 8326 TYPICAL BEVEL WASHER CONNECTION REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE ® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING IMF-* ENG: CMSORUWO 50X39OX24 LRST 1:12s DATE 2—s—to NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING MBER. REV. FD09-17392 F-T �9 8WIlla"BLdi BMW North ORDER ENGINEERING SYSTEM CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, S1=26; SITE 0-03A 00 +1 EW MATCH a] REVISION NO. 1 �.{ 426 428 ]-\ 4261% 426 \ 4213 .416] 1178 _ F124 F124 C 427 3- C 427 3- C4217 F124 C 427 3-.---® _421 F12$ I C 427 ]-�® 4133 I F39J C 422 }�--� F386 C 422 }�-� iJB4 14093 C 422 F539 F394 409 C 4227-�® F384 F393 C 422 41}x- F386 C'. 9 F784 413402 C 422 ]�® F304 409 F394 C 429 }�® C 422 3-� i384 409 F384 C 428 F539 F38J C 428 3~® F388 F394 I 413 482 F39J F38B 1394 C 428 3-�® C 428 3--� 409 PUR U 9.5X.082 4CP 409 F3B4 C 428 FS39 F3B4 C 428 ]f-® 413 402 3 C 409409 F384 F393 FJ86 F384 F391 +_�-� C 428 7-� C 428 }r-� C 428 �J C 429 3r® lH 413 I 402 1 FM C 428 3- - f 1388 C 428 3r-® F�4 409 I I 409 C 428 }�--� F384 F7B4 C 428 3F--E�fl 413 F388 402 F3a4 F3s3 C 428 3-� 1 C 428 }�--® I 409 F384 C 428: �® I 409 F384 C 428 7�® 413 402499 HS ES P 9.5X.096 C 428 3 F384 409 F394 C 42B }r® F323 C 428 3-� F388 C 428 3—® F384 4133 i3B4 I X93 F388 C 428 }-�® C 478 }�® 409 0544047 016-0 409 F384 C 428 }r® C 428 ]~� F384 I _ 413 C 425 3-� 402 3 T r--1 C 425 � T �1 14093 C 42S }�--� T �.� C 4093_ C 42S 3-� � 2 C 426 3-� C 429 3--® C425) --TF-54-01 �J 3--IEED —� 417 415 3— �424 F121 �.{ 424 C4283�® I C428:� I I I —{ 409 411 F3e4 F394 C 425 3r® C 425 —� 417 � 424 F124 417 �r 424 F124 Pu Ain Brace Locations ] ] ] o ] 0 ] 0 ] 0 Sae Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN STANDARD NOTES: RS0029 INSTALL PURLIN 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 N PURUN ALIGNMENT DURING INSTALLATION. REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT: BUILDING ORDER DESCRIPRON: BUTLER 50X39OX24 LRST 1:12 ® ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ButlerMm8 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 Bh*SoopeBditsNorth Affmi lIm SYSTEM Ss=64. S1=26; SITE D DRAWING TnI.F- ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: ABI ENG: CMSORIANO CHK: BAY S GATE; 2-5-10 DRAWING NUMBER: REV. D09-173920-04 100 PART SCHEDULE [ ] OTY PART NAME PART NUMBER PART LENGTH FIELDDQ 402 12 PUR U 9.5X.060 2CP 0530933 275-4 22'-11 1/2' 409 22 PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1/2- 2- 4 411 2 PUR U 9.5X.096 2CP 0530937 395-4 32'-11 1 2' 413 12 PUR U 9.5X.082 4CP 0530942 395-4 32'-11 1/2' 415 2 LS ES P 9.5X.096 0540515 239-4 19'-11 1/2' 417 6 LS ES P 9.5X.096 0540515 359-4 29'- 11 1 2 4191 1 1 HS ES P 9.5X.096 0540523 239-4 19'- 11 1 2' 4211 3 1 HS ES P 9.5X.096 0540523 359-4 29'-11 1 2' 422 12 CHANNEL PUR BRACE 0544013 042-5 3 -6 19 32 423 12 1 2 RH-RH 0544047 016-0 1'-4' 424 4 E PRLN BRC ASY 0544260 049-0 4'-1 425 24 E PRLN BRC ASY 0544260 049-0 426 4 E PRLN BRC ASY 0544260 053-0 4'-5' 427 12 1 E PRLN BRC ASY0544260 05 4'-§' 428 48 CHNL BRC - 61-11 16 054{2853-0 5'-1 3/4' STANDARD NOTES: RS0029 INSTALL PURLIN 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 N PURUN ALIGNMENT DURING INSTALLATION. REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT: BUILDING ORDER DESCRIPRON: BUTLER 50X39OX24 LRST 1:12 ® ��® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL ButlerMm8 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 Bh*SoopeBditsNorth Affmi lIm SYSTEM Ss=64. S1=26; SITE D DRAWING TnI.F- ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: ABI ENG: CMSORIANO CHK: BAY S GATE; 2-5-10 DRAWING NUMBER: REV. D09-173920-04 100 I J Z LLJ Z 0 CK LL - 1u." 0 Na ons -n' ft REVISION NO. 1 � 426 }•Z\ '119] IF123 C 427}x® 422 ]••�-® F384 FRAME- ��( 426 ]-� C421] \ C427}r•® 408 C 422 FS39 14091- [ � 426 _419 F124 I F124 C427]—® F384 C 422 3-190F3B{ I�.�C E 422 F539354 J F 402 C 4221--® 409 F crfP•) F' C 42 402 F3B4 F384 2.2' -Il 1/2' MATCH AMATCH 426{t C 428 }►—® C 426 3-� 14283 �C 1 -41 F384 UNE UNE ft REVISION NO. 1 � 426 }•Z\ '119] IF123 C 427}x® 422 ]••�-® F384 ��{ 426 3-�\ C4213 F125 C4273- ® C 422 t -1-J F384 r 4 09 ��( 426 ]-� C421] \ C427}r•® 408 C 422 FS39 14091- [ � 426 _419 F124 I F124 C427]—® F384 C 422 3-190F3B{ I�.�C E 422 F539354 J F 402 C 4221--® 409 F C 422 }r-� 409 F' C 42 402 F3B4 F384 2.2' -Il 1/2' F3B4 FJ84 426{t C 428 }►—® C 426 3-� 14283 �C 1 -41 F384 C 409 3 R84 409 3 F3B4 402 F384 C 428 ]- C 4281--® C 428: •� C 428 7F� 402 F7B4 F>84 2 F38a F]es C 428 f'S39 C 428 ]^® ( 428 }r® C 428 ]-� I [4023 I F384 C 428 3 —® � I F3B4 C 428 3-- - � C 428 }r ® I F384 F]B4 C 428 }•�-� 402 F384 409 3 F384 409 3 F354 402 3 F3B4 C 426 3- ® I C 428 ]-� I C 428 ]•�� I C 428 3-� I E 4023 C 426 ]-� FJ84 14093 C 428 3--� F]84 14093 C 428: � [402 FJB4 C 428}x® FJB4 i 402 F 409 �4 409 F384 402 F384 I E 428 ]-•C 428 3� I C 428 )r® C 428 3--� C 409 402 402 F384 408 ] F3B4 F3S4 F384 C425 }� - ® C4253- ® Ca253-� C425]-�� I I fl2s fl24 1.: F124 fl24 F364 r=E 426 F364 C 428 ] �® ,._�� C 428 3- 1 0 C 428 ALJ I 408 I F384 C 423 3- ® 409 I F364 C 425 }r® 411 F9 C 423 S4 410 F384 F364 C 425 ]•�® 415 [F {424 F124 417 � 424 fl24 417 � 424 415 F124 X424 fl24 Purlin Brace LocOUone 0 E ] 0 ] 0 0 E See Note R50031 ROOF SECONDARY STRUCTURAL FRAMING PLAN REVISION NO. 2 3WLER &ft Memufeciu" RhmRr"r R1dM ma NMh Aftmwks. Yw-- PRODUCT OF THE ��09006 ORDER ENGINEERING SYSTEM BUILDER: NORTH VALLEY BUILDING S CHICO, CA PROJECT: BUILDRITE — UNIT 1 CHICO, CA BUILDING ORDER DESCRIPTION: 50X39OX24 LRST 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ce -Rd C1 -'7R• CITC fl DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: ABI ENG CMSORUWO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER rrAT) x109 -173920-04A inn PART SCHEDULE [ ] CITY PART NAME PART NUMBER PART LENGTH WO° K 0 402 20 PUR U 9.5X.060 2CP 0530933 275-4 2.2' -Il 1/2' 408 2 PUR U 9.5X.082 2CP 0530936 275-4 22'-11 1/2' 409 22 PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1/2' 410 2 PUR U 9.5X.096 2CP 0530937 275-4 22'-11 1 2' 411 2 PUR U 9.5X.096 2CP 0530937 395-4 32'- 11 1/2" 415 4 LS ES P 9.5X.096 0540515 239-4 19-- 11 1/2 - 2417 7 4 LS ES P 9.5X.096 0540515 359-4M4-5- 2' .LI 419 2 HS ES P 9.5X.096 0540523 239-42' 421 2 HS ES P 9.5X.096 0540523 359-4 2' 422 8 CHANNEL PUR BRACE 0544013 042-532' 423 8 1 2 RH-RH 0544047 016-0 1.: 424 4 E PRLN BRC ASY 0544260 049-0 425 16 E .PRLN BRC ASY 0544260 049-0426 4 E PRLN BRC ASY 0544260 053-0427 B E PRLNBRC ASY 0544260 053-0 428 32 CHNL BRC - 61-11/16 1 0544285 1 5'-1 3/4- BUILDING ORDER DESCRIPTION: 50X39OX24 LRST 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ce -Rd C1 -'7R• CITC fl DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: ABI ENG CMSORUWO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER rrAT) x109 -173920-04A inn 30'-0" 20'-0" tlnTI 426 ]-� ��{ 428 7-� ��{ 428 IN 1 421 3 I F124 1427 3f--® 4213 fl25 C 427 F984 4213 C 427 3-- - FRAME 467 1 C 422 ]�--® FJB4 407 C 422 ]~® FJ84 407 C 422 F96 (IYP.) FS84 407 3 f. 4071 C 422 3�..•-® F 407 F3" C 426 3-- ® c 4073 C 422]-�® F3B4 407 3 FJ84 C 428 3- - ---14073 1422 }r® 407 C 428 F538 MATCHt [4071 FSB4 407 F.SBI 407 3 A MATCH LINE LINE Br. 426 3- 426 ]-� ��{ 428 7-� ��{ 428 IN 1 421 3 I F124 1427 3f--® 4213 fl25 C 427 F984 4213 C 427 3-- - - 416 F123 I fl25 C 427 ]�® 467 1 C 422 ]�--® FJB4 407 C 422 ]~® FJ84 407 C 422 F96 404 FJB4 C 422 FS84 407 3 f. 4071 C 422 3�..•-® F 407 F3" C 426 3-- ® c 4073 C 422]-�® F3B4 407 3 FJ84 C 428 3- - ---14073 1422 }r® 407 C 428 F538 FJ84 C 422: �® FlB4 F784 104 F384 C 426 ]�-® [4071 FSB4 407 F.SBI 407 3 F384 IW F384 C 428 3-� C 428 ]�® C 428 ]--� 407 3 C 428 }�® C 426 ]-- - 4073 F584 E4V34073 i7B4 F384 C 425 }�--•® fl24 �- - 14043 F]84 F]64 C 428 ]�-� C 428 ]•^® C 428 i—� C 428 ]�® - c 407 C 428 F538 407 F3B4 C 428 }F-® 407 FJ84 � C 428 3--- FJ04 , C 4218 ]�® 107 3 • C 428 }�--® 407 407 404 F384 107F]B4 I 1428 FS39 I C 428 F 39 FJ84 I [ 428 ]--® F364 C 428 ]- ® I F384 107 3 • C 428 }�--® PART NUMBER 4073 C 428 3-- 7® 404 12 C 407 FJ81 C 428 }�® 0530934 275-4 404 FJ84 F584 C 428 ]` 407 36 .407 0530935 395-4 FS84 407 3 415 2 F� 407 3 0540515 239-4 F3B4 404 I FSB4 C 428 3-� LS ES P 9.5X.096 I C 428}�® 29'-11 1/2* C 428 }�•-� I HS ES P 9.5X.096 C 428 ]�® 19"-11 1/2- 2"421 407 3 HS ES P 9.5X.096 E4073 29'-11 1/2' 1407 F384 404 F7B4 � C 425 3--- T F123 I fl25 --rms F�4 C 425 ]-® fl24 1' a19'le F384 C 425 }�--•® fl24 �- - C 423 )-EED I .._ I C 428 }r ® �J C 428 }�-� I - C 428 3-� I C 428 3-� 407 I 407 I 407 I F3"404 I F384 C 425 ]- ® F384 C 425 ]- ® G7B4 C 42S }-�® C 425 }�® 417 417 N7 NS 424 F124 [ . 424 F124 Purlin Brace Loc2mons ] 0 0 ] 0 ] 0 ] See Note RS0031 REVISION NO. 1 1 REVISION NO. 2 ROOF SECONDARY STRUCTURAL FRAMING PLAN 3LffLER But Manu*11111ng Bk*Smo BM= Nash Amoda4 Gro. PRODUCT OF THE -!E59N,f./ 6.L.I�/ ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: 50X39OX24 LRST 1:12 ROOF NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 FRAMING PLAN Ss=64. S1=26: SITE D DRW: ABI ENG CMSORUWO CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. D09 -173920-04B 1 00 PART SCHEDULE [ ] OTY PART NAME PART NUMBER PART LENGTH FIELD Q 404 12 PUR U 9.5X.067 2CP 0530934 275-4 22'-11 1/2 407 36 PUR U 9.5X.077 2CP 0530935 395-4 32'-11 112* 415 2 LS ES P 9.5X.096 0540515 239-4 19'-11 1/2' 417 6 LS ES P 9.5X.096 0540515 359-4 29'-11 1/2* 419 1 HS ES P 9.5X.096 0540523 239-4 19"-11 1/2- 2"421 421 3 HS ES P 9.5X.096 0540523 359-4 29'-11 1/2' 422 6 CHANNEL PUR BRACE 0544013 042-5 3 -6 19 32 423 8 1/2 RH-RH 0544047 016-0 V-4" 424 4 E PRLN BRC ASY 0544260 049-0 4'-i" 42516 E PRLN BRC ASY 0544260 049-0 4'-1 426 4 E PRLN BRC ASY 0544260 053-0 4'-5" 427 8 E PRLN BRC ASY 0544260-6-53--0 4'-5- -5"428 ,i72-8 32 CHNL BRC - 61--11T1 6 0544285 5'-1 3/4" BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: 50X39OX24 LRST 1:12 ROOF NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 FRAMING PLAN Ss=64. S1=26: SITE D DRW: ABI ENG CMSORUWO CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. D09 -173920-04B 1 00 MATCH UNEP 30•-0. EW 429 ]-� ��{ 428 / ` 421 �F12 \ C 419 F124 {m 49'/ C C4273- ® C427}�® [427}x® 14063 405 [4=3 �® C 422 }---� F' HI C 422 }�� FJ91 14063 C 405 C 422 ]- ® C 422 403 FS39 F389 C 422 ]- ® F3 B1 F389 -CO63 E405 1428 3-- _ C 429 }�---® C 429�® 4083 403 F3ae 4as C 428 3--® C 428 ]�®��C 428 ]►—� I pF 108 F539 [ 428 403 FB39 I C a26 Fs39 UU 1428 ]---Q }�Q I 3- � Z s 409 I 403 F>89 405 C 428 1---® C 428} 4031 FSBB C 429 3�--QFssa CO I C 428 }r� I C 428 F339 I C 428 ]—® C I� 14053 r403 F>89 405 }— C 428 }x® C 428 F539 C 428 3-� C408 4033 F389 405 D C 428 ® C 428 ]�® C 428 I— --E 408 105 N I � �-1 C 425 3- ® C425]f—® C42S3�1.....' 0 of14. }�® C 478 }►-� C 429 }�-� 40e I 403 I 405 _e� vwi [ 425 ]-� C 479 }-�® F188 C 479 ]-� 418 417 424 F124 4t _r 424 F124 y — Pullin Bruce Locations_ 1 1 Se Note RSW3- I J I 0 I - 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN A 0 PART SCHEDULE [ ] QTY PART NAME PART NUMBER ELD PART LENGTH WOR Q 403 12 PUR U 9.5X.067 2CP 0530934 239-4 19 405 12 PUR U 9.5X.067 2CP 0530934317-4 26'-5 1/2- 406 12 PUR U 9.5X.067 2CP 0530934 395-4 32'-111 Y 414 2 LS ES P 9.5X.096 0540515 203-4 16'-11 1 2 416 2 LS ES P 9.5X.096 0540515 281-4 23'-5 1/2" 417 2 LS ES P 9.5X.096 0540515 359-4 29'-11 1/2- 418 1 HS ES P 9.5X.096 0540523 203-4 16'-11 1/2- 420 1 HS ES P 9.5X.096 0540523 281-4 23'-5 1 2' 421 1 HS ES P 9.5X.096 0540523 359-4 29'-11 1 2' 422 8 CHANNEL PUR BRACE 0544013 042-5 X-619/32' 423 B 1/2 RH—RH 0544047 016-0 1'-4' 424 2 E PRLN BRC ASY 0544260 049-0 4!—l* 42516 E PRLN BRC ASY 0544260 049-0 4 —1 428 2 E PRLN BRC ASY 0544260 053-0 4'-5 427 8 1 E PRLN BRC ASY 0544260 053-0 4 —5' 428 32 CHNL BRC — 61-11 18 1 0544285 1 5'-1 3/4" 0 0 N n uO1i oz fV = N p � N = 0 I O . I � O W Z G: REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCPoPnON: 9Ne °"E 50X39OX24 LRST 1:12 BUTLER ® �® WDpA,,, a f. oR� a NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL E �8 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 50, aacianer 6kwftpsgu0deptNorthAmwk%Inc. SYSTEM Ss=64. S1=26: SITE D ama99n DRAWING TI1LE ORW: ABI ROOF CHK: BAY S SECONDARY STRUCTURAL DRAWING NUMBER: FRAMINr PIAN D09 -173920-04C 1 00 ENG: CMSORIANOx DATE 2-5-10 REV. USE (z By x 1 1/2- A325T REINFORCING USE (2) s/B' x 1 1/2' A325T i HI--STRENGTH BOLT (097281 AND PLATE HI-STR(•NCIH BOLT (087261 AND s/e' HEAVY HD(. NUT (0950 (54.3047) 5/8' HEAVY HEx. NUT (09s=) Y 1 • I G EAVE STRUT FLANGE UP s � r SAVE srTttrt kT RADIUS EAVE SIRUP I EAVE STRUT I A 6 PURUN CONTINU THICKNESS I j a ROOF BEAM � USE (6) 8/8' X 1 1/2- A= HI-STRENGTH BOLT (097281) AND 5/6' C — SECTION DESIGN INFORMATION ROOF BEAM OR HEAVY HEX NUT �� stnur ROOF BEAM USE (e) 1/2• x ,(-,(/2- vERncAL SPLICE HEI. BOLT (095196) Arm (0850.T2) PART DEPTH FLANGE UP THICKNESS RADIUS COLUMN ROOF BEAT/ OR t/2• HEX NUT VERTICAL HS ES P 9.5X.096 540523 9 1/2• 3 1/2• 1 1/8' .096• 5/16• CON SPLICE CONTINUOUS PURUN LS ES P 9.5X.096 540515 9 1/2' 3 1/2' 11 1/8' 1 .096' 5/16' do r aoa PAVE STRUT CONNECTION TO INTERIM. FRAME 10°00 p0 p 0®' "� CONTINUOUS SPAN PURUN CONNECTION DETAIL F124 a STRUT CONNECTION TO INTERM. FRAME DETAIL F125 STRUT CONNECTION DETAIL F128 EAVE STRUT CONN. TO INT. FRAME ENOWALL p ,L F% m CONTINUOUS LOCATION - 0-1/e PURUN FLANGE e` `A r 0 F •meq i "'F I CHANNEL PURLIN �CHANNEL NBRACE . liZ� I i ) RIADIus THICKNESS I 2•�IO PURllrl Z - SECTION DESIGN INFORMATION CONTINUOUS aB �.j �j C'uPPURLIN ,�) PART DEPTH FLANGE I UP THICKNESS RADIUS ROOF BEAM �' PUP U 9.5X.060 2CP 530933 9 1/2' 2 3/4' 1 1/16' .060• 1/4' ROOF BEAM I - / PUP U 9.5X.087 2CP 530934 9 1/2' 2 3/4' 1 1/16• .067' 1/4' / ® PURUN PUR U 9.5X.077 2CP 530935 9 1/2' 2 3/4' 1 1/16' .077' 1/4' ' DETAIL FSS,( J PURUN PUR U 9.SX.077 4CP 530941 9 1/2- 2 3 4- 1 1 16' .077' 1 4' USE (6) 1/2' X 1-1/2- PUR / / / HEX TI 2-X16) AND USE (1 1/4•x6-1/4• 1 1/2• HEX NUT (treso3z) USE (4) 1/2' x 1-1/2' DROP SIN (097556) L USE (,() t/4• x 8-1/4• PUR U 9.5X.082 2CP 536936 9 1/2' 2 3/4' 1 1/8' .082• 1/4' HEX BOLT (095,(95) AND PER EACH IOD) DROP PIN (087558) PUR U 9.5X.082 4CP 530942 9 1/2' 2 3/4' 1 1/6' .082• 1/4' P CONTINUOUS 1/2' HEX NUT (085032) (TYP. PER EACH END) PUR U 9.5X.096 2CP 530937 9 1/2' 2 3/4• 1 3/16• .098' 1/4' ®, aGa CONTINUOUS SPAN PURUN CONNECTION ®' " ®' "° SINGLE CHANNEL PURUN BRACE ®' SINGLE CHANNEL PURUN BRACE DETAIL F386 a END BAY LOCATION -8-1/2' PURUN 6DETAIL F393 PURUN CONNECTION TO EW ROOF BEAM aDETAIL F538 a ENDING AT PURUN WEB LOCATION 6DETAIL F539 a INTERMEDIATE LOCATION BEND TABS TOWARD EAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE (2)WEB AND USE (2) SD( 11/32• z 7/6 T-45 GRAY ERECTION NOTE' ERECTION NOTE-- CHANNEL 11/32• ■ 7/8' T-45 GRAY DETAILF551 SCRUBOLT (997351 AND WHET A CHANNEL BRACE 6 NOT ABLE TO BE CRWINEL BRAL'ES THAT END AT A PURUN PURUN BRACE SCRUSOLT (097351) AND FOR PURUN BRACE SCRUBOLT UT (097287) IN ALIGNMENT WITH ANOTHER CHANNEL BRACE WEB. BUT DO NOT HAVE TABS TO BEND AND SCRUBOLT NUf (08'728'» CONNECTION (HEAD OF SCRUBOLT TO BE ON FOR A DROP PIN CONNECTION. BEND THE SECURE INSERT CUP (541015) THROUGH (HEADOlOF OF EAV13E ON E STRUT) OUTSIDE OF SAVE SMUT) CHANNEL TABS TOWARD THE PURUN WEB AND WEB SLATS AND USE A DROP PIN TO ATTACH USE A SELF-DRILLER (097274) TO ATTACH. TO CHANNEL BRACE DETAIL F581 CHANNEL CHANNEL BRACE USE (1) 1/4' x S-1/4- PURUN BRACE DROP PIN (097556) j} USE (2) — — — — — SELF-DRILLING SCREWS (097274) WEB ENDING CUP 4 (SM015) STVE EAVE PURLIN EAVE STRRUT— — — — — BRACE ASSY. STRUT USE (4) 1/2' HD( PAVE PURUN PURUN PURUN DROP PIN USE (4) 1/2' HD( NUTS (085032) PURUN BRACE ASSY. PURUN NUTS (085032) ® `�� PURUN BRACE °®a �" CHANNEL BRACE ENDING AT PURUN WEB `0°O0 `� CHANNEL BRACE ENDING AT PURUN WEB ®0 66 PURUN BRACE DETAIL F549 AT HAVE-TOP PURLIN FLANGE AWAY FROM STRUCT. LINE DETAIL F551 a saF-DReuFR WITH mrt TABS DETAIL F561 WEB END= a8 WITH DROP PIN 6DETAIL F564 s AT FAME-TOP PURUN FLANGE TOWARD STRUCT. UNE NOTES EAVE PURLI N BRACE WILL NOT .' 1 UNE UP DIRECTLY OVER CENTER FIELD WORK 9/16' GIA LINE OF FRAME AT PURUN HOLES IN PAVE STRUT .t` TO ACCOMMODATE RODS. _ ,�- s BE OFFFFS T DAs SHOWN TO MATCH t (PURLIN UP WITH AN EIOSTINC HOLE IN i t` ,(*.ET.L 032) taVEa STRUT SPAN Ow THE WEB. PURUN BRACE o USE (2) 1/2- c" /2' t r r HD( NUTS (095032) „W7 PURIDt I n USE (s) 11/32• x 1-1/4' T ((5543029) r-45 GRAY scauBOLT ° i (097352) AND ° . z SCRUBOLT NUT a4 OF SCRUBOLT + ROOF 8 �. TO BE ON o FaARVE DSRIVT) EAVE PURUN BPACE(544260-)0(X)CA) �p ' . EAVE BRACE STRAP ROD (544027) TOP µ5D RIOT OY6) HSE_i3ENI/2-GTH X T (9925T AND . a EAVE 1/2 HEAVY HEX. NUT (095230) a BRACE STRAP AT INTERMEDIATE FRAMES am L RODS AT CANOPY w DETAIL F565 RUN BRACE OFFSET AT PURUN LOCATION DETAIL F566 a OPTION AT EAVE PURLIN BRACE DETAIL F391 SINGLE SIMPLE SPAN PURUN CONNECTION PURUN p BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: ABI ENG: CMSORIANO a REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE n IA>e aTe 34IMLER 50X39OX24 LRST 1:12 ROOF CHK: BAY S DATE: 2-5-10 ® �® NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER REV. &ft man" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET 0 11XEL1DD 9n cHLnaD 1A7 11INGSOM BWMInPNorth Amalce W- SYSTEM Ss=64. S1=26: SITE D D09-173920-04D 00 a l v N I O N m n �� Nom/ N (; O � N �aa O C N � � FC O " � p4p O 4 a G r �y 4 C �° OM Or lad i a �� oW 0 0 c; 1E 159 FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND G247 a47 1081508 --4 Gla Q d) ob RIGHT SW STRUCTURAL ELEVATION AT GRID L REVISION NO. 1 . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 6'-2 1/2' 1 B 12-10 3/4" FOR BASE ANGLE 2 X001 A = 5'-9 5/16' 1 B = 13'-3 27/32' I I QIY PART NAME INSTALLATION SEE PMT LENGTH FIELD R Q ORK 517 2 DRAWINGS 1081505 AND 0550324 193-2 0247 -247 1081508 -247 MATCH 0550326 229-2 19'-1 1/4 534 UNE GIRT UP 9.5X.098 FRAME30'-0' ) 19'-1 1/4- 2 DRW. ABI ENG: CMSORIANO 535 2 GIRT UP 9.5X.096 0550326 229-2 390'-6" i 538 2 LTJ 1b 29 _1 1/4 - RIGHT SW STRUCTURAL ELEVATION AT GRID L NVALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL STRUCTURAL BIItlBfAAellUft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION BludomBuMmsNorth Amwllt km SYSTEM ce=aa c1=')a• cITI- n nn 317 m � � {5u 5n I i � CLOSE-UP CLOSE-UP NO. 7 N0. 8 FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND F-_471 1081506 -247 MATCH UNE FRAME 20'-0" 30'_0' 17•_0• 23•_8• REVISION NO. 1 F--4-71 MATCH 30'-0" UNE 11 12 MATCH FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 6'-2 1/2' 1 B 12-10 3/4" PART SCHEDULE 2 X001 A = 5'-9 5/16' 1 B = 13'-3 27/32' I I QIY PART NAME PART NUMBER PMT LENGTH FIELD R Q ORK 517 2 GIRT UP 9.5X.077 0550324 193-2 16-1 1 4" 533 4 GIRT UP 9.5X.096 0550326 229-2 19'-1 1/4 534 2 GIRT UP 9.5X.098 0550326 229-2 19'-1 1/4- 2 DRW. ABI ENG: CMSORIANO 535 2 GIRT UP 9.5X.096 0550326 229-2 19'-11 4' 1 i 538 2 GIRT UP 9.5X.113 0550327 349-2 29 _1 1/4 - F--4-71 MATCH 30'-0" UNE 11 12 MATCH FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 6'-2 1/2' 1 B 12-10 3/4" 2 X001 A = 5'-9 5/16' 1 B = 13'-3 27/32' 12 cib 14 15 16 RIGHT SW STRUCTURAL ELEVATION AT GRID L REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT. BUILDING ORDER DESCRIPOON: DRAWING T(TLF: DRW. ABI ENG: CMSORIANO a,E B MER I —,�® �ORTH i 50X39OX24 LRST 1:12 I WALL SECONDARY I CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: InOg-173920-05A REV. - NVALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL STRUCTURAL BIItlBfAAellUft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION BludomBuMmsNorth Amwllt km SYSTEM ce=aa c1=')a• cITI- n nn FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND —6-1081506 a47 FRAME 23'-B' 17'-0' 30'-0' 20'-0' 390'-6' cb 14 13 12 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 -- - -- -- - 5 GIRT UP 9.5X.060 0550303 193-2 16'- 1 1/4' X001 520 GIRT UP 9.5X.067 52o u sae 507 531 a REVISION N0. 1 5053 REVISION N0. 2 0008 520 0008 0550304 229-1 514 3 - Dae coo7 520 Dae Doss i 18 coos 1 \ 0008 19'-1 1/4' lMurN sr. 6008 1 • 0550304 229-2 I mmxm F. 512 1 rr¢rJen er 0550304 229-2 19 -i 1 4 Ln 513 W13 N y0 505 15 / 520 GIRT UP 9.5X.067 C 520 3 19'-1 1/4' W63 0008 \ sll }- o c2 cao7 0008 0008 -009 ♦\ GIRT UP 9.5X.067 trove 19'-1 1/4' FOR BASE cove \ / a i 0550324 343-2 28'-7 1/4- 4520 520 30 // INSTALLATION SEE 29'-1 1/4- 4'521 N 5203 1 1 5W3 .n 5063 531 520 ��yy{ 5051 MATCH -247 5203 0008 1 xiiI-- o C007 0008 30'-0' 0008 30'=0' 0550324 349-2 0008 N o I 525 C008 / \ 0550324 349-2 29'-1 1/4' . e 526 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 14 527 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 15313 528 1 5053 0550324 349-2 29'-1 1/4' 5203 1-5203 6008 512 o ^ I C007 6008 520 0008 GIRT UP 9.5X.077 0550324 349-2 6009 10 531 6009 GIRT UP 9.5X.082 I 22'-7 1/4- /E 528 \ / In 531 520 SOS 520 cave 509 }- 0 I N Ln — cos? coos Dove / crone FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND —6-1081506 a47 FRAME 23'-B' 17'-0' 30'-0' 20'-0' 390'-6' cb 14 13 12 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 -- MATCH 0247 INSTALLATION SEE DRAWINGS 1081505 AND F-5-71 1081506 c247 12 ci1 10 b b LEFT SW STRUCTURAL ELEVATION AT GRID F.9 -15213 /S07 / 52D / S20 �� cava cava 529 3 5103 520 1 320 � 0009 \ / -a08 \\ � 6008 11008 0 t rte- 0 520 52Do L /�\ II / \ �523 \ C008 313 \ C008 520 3 -GW-61 320 Gb - G FIELD WORK -- -- -- - -- -- - -- -- - 5 GIRT UP 9.5X.060 0550303 193-2 16'- 1 1/4' X001 520 GIRT UP 9.5X.067 52o u sae 507 520 a REVISION N0. 1 / REVISION N0. 2 0008 \ 0008 0550304 229-1 0008 Dae 0008 520 Dae 0550304 229-2 i 18 510 1 \ 0008 19'-1 1/4' lMurN sr. 6008 1 • 0550304 229-2 I mmxm F. 512 1 rr¢rJen er 0550304 229-2 19 -i 1 4 8 513 1 N y0 19'-1 1 4' 15 / 5203 GIRT UP 9.5X.067 C 520 3 19'-1 1/4' W63 0008 520 C008 \ / 6008 0008 0008 516 ♦\ GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' FOR BASE ANGLE -L 5 a i 0550324 343-2 28'-7 1/4- 4520 520 30 // INSTALLATION SEE 29'-1 1/4- 4'521 N 5203 1 1 5W3 0550324 349-2 5063 DRAWINGS 1081505 AND 520 ��yy{ ^\ MATCH -247 fb09 0008 -x47 0008 29'-1 1 4' 0008 30'-0' FRNAE �(TYP) 20'-0' 30'=0' 0550324 349-2 30'-0' N o I 525 1 ^ 0550324 349-2 29'-1 1/4' . e 526 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 14 527 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 23 528 1 \ 0550324 349-2 29'-1 1/4' 0008 1-5203 6008 5203 CooB 5053 6008 520 C 524 6008 / \ GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 10 531 5 GIRT UP 9.5X.082 10550325 271-2 22'-7 1/4- /E 528 \ 5203 5203 W63 520 \\ cave cavo cave coos 0247 INSTALLATION SEE DRAWINGS 1081505 AND F-5-71 1081506 c247 12 ci1 10 b b LEFT SW STRUCTURAL ELEVATION AT GRID F.9 -15213 /S07 / 52D / S20 �� cava cava 529 3 5103 520 1 320 � 0009 \ / -a08 \\ � 6008 11008 0 t rte- 0 520 52Do L /�\ II / \ �523 \ C008 313 \ C008 520 3 -GW-61 320 0247 MATCH kLINE Gb - G FIELD WORK PART SCHEDULE oW DETAIL [ ] OTY PMT NAME PART NUMBER I PART LENGTH cb 505 5 GIRT UP 9.5X.060 0550303 193-2 16'- 1 1/4' X001 508 10 GIRT UP 9.5X.067 0550304 229-2 u A = 6'-8' 507 1 a REVISION N0. 1 19'-1 1 4' REVISION N0. 2 / C 327 \ 508 0550304 229-1 S20 Dae 509 520 Dae 0550304 229-2 i 18 510 1 \ 0008 19'-1 1/4' lMurN sr. 6008 1 • 0550304 229-2 I mmxm F. 512 1 rr¢rJen er 0550304 229-2 19 -i 1 4 8 513 1 N 0550304 229-2 19'-1 1 4' 15 / 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 9 515 1 ^ 0550304 229-2 19'-1 1/4' 5 516 B = 18'-1 3/8- GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' FOR BASE ANGLE -L 5 a i 0550324 343-2 28'-7 1/4- 4520 520 30 GIRT UP 9.5X.077 INSTALLATION SEE 29'-1 1/4- 4'521 N 5211 1 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4 DRAWINGS 1081505 AND 522 N 3 GIRT UP 9.5X.077 MATCH -247 13 C47 1081508 -x47 a o 29'-1 1 4' A LINE 30'-0' FRNAE �(TYP) 20'-0' 30'=0' 0550324 349-2 30'-0' N o I 525 1 ^ 0550324 349-2 29'-1 1/4' . e 526 0247 MATCH kLINE Gb - G FIELD WORK PART SCHEDULE oW DETAIL [ ] OTY PMT NAME PART NUMBER I PART LENGTH cb 505 5 GIRT UP 9.5X.060 0550303 193-2 16'- 1 1/4' X001 508 10 GIRT UP 9.5X.067 0550304 229-2 u A = 6'-8' 507 1 N REVISION N0. 1 19'-1 1 4' REVISION N0. 2 508 1 GIRT UP 9.5X.067 0550304 229-1 r � 0 Dae 509 1 Dae 0550304 229-2 i 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' lMurN sr. 511 1 IIRMII er. 0550304 229-2 E mmxm F. 512 1 rr¢rJen er 0550304 229-2 0247 MATCH kLINE l= J s1e cone c2ez 519 COOK I 6282 Ste 6009 6292 516 . G008 I 6282 G247 Gb - G FIELD WORK PART SCHEDULE . DETAIL [ ] OTY PMT NAME PART NUMBER I PART LENGTH WO K Q 505 5 GIRT UP 9.5X.060 0550303 193-2 16'- 1 1/4' X001 508 10 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' A = 6'-8' 507 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' 24 508 1 GIRT UP 9.5X.067 0550304 229-1 114- 6 509 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4- 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 19 511 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 7 512 1 GIRT UP 9.5X.067 0550304 229-2 19 -i 1 4 8 513 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' 15 514 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 9 515 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 5 516 B = 18'-1 3/8- GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 17 519 -L 5 GIRT UP 9.5X.077 0550324 343-2 28'-7 1/4- 4520 520 30 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4- 4'521 5211 1 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4 20 522 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 13 523 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 22 524 _L 1 GIRT UP 9.5X.077 0550324 349-2 29 -1 1 4 11 525 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4' 16 526 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 14 527 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 23 528 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4' 12 529 1 GIRT UP 9.5X.0770550324 349-2 29'-1 1/4' 21 530 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4 10 531 5 GIRT UP 9.5X.082 10550325 271-2 22'-7 1/4- l= J s1e cone c2ez 519 COOK I 6282 Ste 6009 6292 516 . G008 I 6282 G247 NOTE: BLDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES 4 cb Gb - G FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 5 X001 A - 8'-3 7/32' B = 10'-4 15/16- 6 X001 A = 2'-11 1/8' B = 15'-4 3/4- 7 X001 A - 4'-8 17/32' B = 14'-1 15/16- a X001 A = 6'-8' B 11'-10 1/32' 9 X001 A = V-1 13/16' B = 17'-10 16/16 10 X001 A - 7'-4 5/8' B = 21'-11 9/16' 11 X001 A = 10'-11 25/32 B - 18'-9' 12 X001 A = 5'-5 15/16' 8 = 24'-5 5/32- 13 X001 A = l'-8 15/32' B = 27'-5 9/32- 14 X001 A = 13'-0 13/16' B = 16'-5 5/8' 15 X001 A = 7'-3 7/32' B 12'-4 3/16' 16 X001 A = 12'-7 17/32' B = 16'-0 7/16' 17 X001 A = 8'-8 1/4' B = 10'-9 31/32- 18 X001 A = 3'-8 1/2' B = 16'-2 1/8' 19 X001 A = 4'-11 5/16' B = 14'-4 23/32' 20 X001 A V-7 27/32' B 27'-4 11/16' 21 X001 A 7'-1 11/16' B 21'-8 5/8' 22 X001 A = 10'-4 1/4' B = 18'-1 3/8- 23 X001 A = 4'-8 3/32' B 23'-7 7/32' 24 X001 A = V-2 3/8' B 17'-11 3/8' NOTE: BLDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES 4 cb Gb - G (b -b LEFT SW STRUCTURAL ELEVATION AT GRID F.9 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER OESCRIPITON: DRAWING TITLE: ENG: CMSORUWO A3Lff Ep ® ��® S DATE 2-5-10 50X390X24 LRST 1:12 WALL SECONDARY MBER: REV. Fn09-173920-058 NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL STRUCTURAL W&Mmufadu" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION �� BlusgamBull�DasNwthAmw§c W SYSTEM c._ad c1=�a• cITP' n 8'-8' CLOSE—UP #1 N REVISION NO. 1 r n IY11E` PART NAME 0 PART LENGTH WOR 502 1 i 0550303 073-2 6'-1 1 4 � m canfM BY: 0550303 079-2 �i o ocu® IM GIRT UP 9.5X.060 14'-0' 30'-0' CLOSE—UP #2 (QTY=2) 8'-6' FIELD WORK SCHEDULE PART SCHEDULE DETAIL [ ] CITY PART NAME PART NUMBER PART LENGTH WOR 502 1 GIRT UP 9.5X.060 0550303 073-2 6'-1 1 4 503 4 GIRT UP 9.5X.060 0550303 079-2 Cc=F;4 q1 =)F;- CITF n 504 5 GIRT UP 9.5X.060 0550303 091-2 7'-7 1/4" 537 1 GIRT UP 9.5X.113 0550327 343-2 28'-7 1 4 538 4 GIRT UP 9.5X.113 0550327 349-2 '29- 1 1/4' 539 5 9' RE DR HDER .098 G90 0580284 167-4 3 -11 11,L12; 2' 13'- 1' 542 8 2 SLIDE DOOR HEADER 359-1 0580630 29'-11 1 2' 3 543 2 2 SLIDE DOOR HEADER 359-1 0580830 29'-11 599 10 9 DOOR POST HR3750 14'-6 1 2 14'-0' 30'-0' CLOSE—UP #2 (QTY=2) 8'-6' FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 X027 A- 5 3/8' B- 29'-0 3/4' C m 5 3/8' D-3' Em7/8' F 7/8' 4 X027 A v 8 3/8' B e 28'-6 3/4' C 8 3/8' D m 3' E - 7/8' F 7/8' CLOSE—UP #3 CLOSE—UP #4 REVISION NO. 2BUILDER: KMER PRODUCT OF THE PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE ® .tom,. Butler Manufactuft � �® ORDER ENGINEERING 50X390X24 LRST 1:12 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL DOOR DETAIL CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Mus8cmeBul&mNorth AmslD4hc. SYSTEM Cc=F;4 q1 =)F;- CITF n DRW: ABI ENG: CMSORUWO CHK BAY S DATE 2-5-10 DRAWING NUMBER I REV. D09 -173920-05C 00 • 7'-6- CLOSE—UP #5 i . PART SCHEDULE FIELD WORK DIMENSIONS [ ] QTY PART NAME O O LD PART LENGTH WORK N 1 o DOOR c DIMENSIONS Iw o� GIRT UP 9.5X.060 0550303 079-2 6'-7 1/4- 4'504 2a 3 a 0550303 091-2 7'-7 1/4' 518 REVISION N0. 1 0 � N L ^ DNC 538 3 GIRT UP 9.5X.113 0550327 349-2 29'-1 1/4- 4'539 539 OM.N Bh i 0 0580284 167-4 ZZQg c 541 uca® en CLOSE—UP #7 CLOSE—UP #6 DOOR 7'-6' 14'-0' 2'-0' DIMENSIONS FRAME 23'-6' EW CLOSE—UP #8 FIELD WORK SCHEDULE . PART SCHEDULE FIELD WORK DIMENSIONS [ ] QTY PART NAME PART NUMBER LD PART LENGTH WORK 501 1 GIRT UP 9.5X.060 0550303 013-2 1 -1 1 4 503 4 GIRT UP 9.5X.060 0550303 079-2 6'-7 1/4- 4'504 2a 3 GIRT UP 9.5X.060 0550303 091-2 7'-7 1/4' 518 1 GIRT UP 9.5X.077 0550324 271-2 22-7 1 4' 538 3 GIRT UP 9.5X.113 0550327 349-2 29'-1 1/4- 4'539 539 4 9' RE OR HDER.096 G90 0580284 167-4 13 -11 1/2" 541 2 2 SLIDE DOOR HEADER 287-1 058062923'-11 1 2' 542 8 2 SLIDE DOOR HEADER 359-1 0580630 29 -11 142* 3 15991 8 1 9' DOOR POST I HR3750 1 14'-6 1 2' FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 1 X027 A = 5 3/8' B = 29'-0 3/4' C = 5 3/8' 0 = 3' E = 7/8' F = 7/8' REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE; RMER PRODUCT OF THE ® � 50X390X24 LRST 1:12 ��s NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL DOOR DETAIL BuLler Mmuftft" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Blue800peBufl&W NorthAmwimb SYSTEM I I I Ss=64, S1=26; SITE D DRW: ABI ENG: CMSORUWO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER REV. 09-173920-05D 00 F11WG� 4 U RADIUS o THICKNESS C — SECTION DESIGN INFORMATION > DOOR HEADER TO DOOR POST PART DEPTH FLANGE UP THICKNESS RADIUS 9- DOOR HEADER V/ 580284 9- 3 1/2' 3/4' .081' 5/16- DOOR POST HR3750 9' 3 1/2' 3/4' .096' 5/16' _9" SLIDE DOOR HEADER 287-1/2 580629 9' 3 1/2' 1 3/8' .098' 5/16' SLIDE DOOR HEADER 359-1/2 580630 9' 3 1/2' 1'3/8' .113' 5/16' FLANGA RADIUS w THICKNESS — SECTION DESIGN INFORMATION > DOOR HEADER TO DOOR POST PART DETAIL D FLANGE UP THICKNESS RADIUS GIRTUP.5X.060 550303 FZ 2 3/4' 1 1/16' .060' 1/4' .5X.067 550304 CUP (543164) 2 3/4' 1 1/16' .067' 1/4' .5X.077 550324 EDEPTH 2 3/4' 1 1/16' 0771/4'.5X.082 __ 550325 0 2 3/4' 1 1/8' .082' 1/4'GIRT UP 9.5X.096 550326 2 3/4' 1 3/16' .096' 1/4'GIRT UP 9.5X.113 550327 2 3/4' 1 1/8' 1 .113' 1 1/4' FIELD LOCATE 3 916' DIA NOUS 1 J 19' I DO DA HEADER DOUBLE 'C' S•tg HEADER aYly Gil (CLI) iyw4ht DDDR x-4 POST DDDR _ WmM 115E (4) 1/2' X 1 1/4' HDL BOLT (09'85) Nf50(850.1/2' HEX dom DETAIL D005 DOOR POST TO DOUBLE 'C' HEADER 9' DOOR POST USE (3 1 2' X 1 1/4' THIN HD. BOLT (MJ6636) AND 1 HEX. NUT ((((09 2 WITH (3) WASHER N •, SOLOTS7 N CUP (543316) 0� may' 1 4T 1. I 1 I BMC) CUP (543316) gyp® "a m DOOR POST BASE CUP CONNECTION DETAIL 0032 9' DOOR POST TOP MEMBER F � GIRT A 1� 1I� 1 I J FLUSH TO 1 1� 1/4' MAX 1' 1 OUf a I i i FIELD WORK WALL PANELS m n m n ♦ ,., H FRONT ENDWALL PANELING ELEVATION AT GRID 1 RIGHT SIDEWALL PANELING ELEVATION AT GRID C MATCH LINE STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BRII WALL PANEL -TO -PANEL FASTENERS ARE D97364 (1/4 X 3/4 T-30 TORX SELF DRILLING SCREW). WPOO19 ?RII32 X 7%8ET- 5 TORX PANEL-TO-STRUCTURAL P��E FASTENERS ARE 097361 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 BUTLERIB II WALL PANEL IS LEFT -TO -RICHT. IMPORTANT APPEARANCE REM 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 WALL PANEL -TO -GIRT FASTENERS ARE 097365 (812 X 1 1/4' T-30 TORX SELF DRILLING SCREW). REVISION NO. 1 RENSION NO. 2 BIJTJLBR Bu tMIMlUfSCIllft Bh1eScopeBdfflnpiNorth AnkTlCB bm PRODUCT OF THE ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: DRW: ABI ENG: CMSORIANO WALL PANEL SCHEDULE ID OTY. PART NUMBER EXT. INT. LENGTH SUFF. SUFF. DESCRIPTION W001 40 0027090 105 290-0 BRII MT SOLAR WH W003 14 0027093 105 121-1 BRII HDR MT SOLAR WH W004 1 0027463 105 287-5 BRII SQ SOLAR WH W005 1 0027463 105 290-5 BRIT SQ SOLAR WH W006 1 0027463 105 293-5 BRIT SQ SOLAR WH W007 1 0027463 105 296-5 BRIT SQ SOLAR WH W008 1 0027463 105 299-5 BRII SQ SOLAR WH WOOS 1 0027463 105 302-5 BRII SQ SOLAR WH WO10 1 0027463 105 305-5 BRII SQ SOLAR WH WO11 1 0027463 105 308-5 BRII SQ SOLAR WH W012 1 0027463 105 311-5 BRII SQ SOLAR WH W0131 1 1 0027463 105 314-5 BRII SQ SOLAR WH W014 1 0027463 105 317-5 BRII SQ SOLAR WH W015 1 0027463 105 320-5 BRII SO SOLAR WH W016 1 0027463 105 323-5 BRII SQ SOLAR WH W017 1 0027483 5 328-5 BRII SO SOLAR WH W018 1 0027463 5 329-5 BRII SQ SOLAR WH W019 1 0027463 5 i 332-5 BRII SO SOLAR WH W020 1 0027463 5 334-5 BRII SQ SOLAR WH STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 WPOO14 BRII WALL PANEL -TO -PANEL FASTENERS ARE D97364 (1/4 X 3/4 T-30 TORX SELF DRILLING SCREW). WPOO19 ?RII32 X 7%8ET- 5 TORX PANEL-TO-STRUCTURAL P��E FASTENERS ARE 097361 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 BUTLERIB II WALL PANEL IS LEFT -TO -RICHT. IMPORTANT APPEARANCE REM 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 WALL PANEL -TO -GIRT FASTENERS ARE 097365 (812 X 1 1/4' T-30 TORX SELF DRILLING SCREW). REVISION NO. 1 RENSION NO. 2 BIJTJLBR Bu tMIMlUfSCIllft Bh1eScopeBdfflnpiNorth AnkTlCB bm PRODUCT OF THE ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: DRW: ABI ENG: CMSORIANO a,� aLoas er. 50X390X24 LRST 1:12 CHK: BAY S DATE: 2-5-10 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WALL PANEL DRAWING NUMBER: REV. CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING Ss=64, S1=26; SITED ID09-173920-06 0 Q .r 15 14 13 cib 11 LEFT SIDEWALL PANELING ELEVATION AT GRID A MATCH LINE 10 MATCH LINE 10 REVISION NO. 1 REVISION N0. 2 MATCH �(TYP)E 20'-0' 30'-0' A 30'-0' 20'-0'_ I� lam390'-6, of ) cb l= l lam) LEFT SIDEWALL PANELING ELEVATION AT GRID A WALL PANEL SCHEDULE ID QTY. PART EXT. NUMBER SUFE. INT. SUFE. LENGTH DESCRIPTION W002 104 1 0027090 1 105 DRAWING NUMBER: 340-0 BRII MT SOLAR WH PRODUCT OF THE PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TTLE: ORW: ABI ENG: CMSORIANO B!/TLER ® —, ��®VALLEYBUILDING rNORTH 50X39OX24 LRST 1:12 CHK: BAY S GATE: 2-5-10 DRAWING NUMBER: REV. S BUILDRITE — UNIT 1 20# LL + 5#CLL WALL PANEL ORDER ENGINEERINGCHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING 1 BlueScopeBuOdhlpeNorth Affmics,br. SYSTEM Ss=64, S1=26: SITE D D09 -173920-06B 00 R99 R99 R99 R99 R99 0 R99 c R99 R99 R99 R99 R99 R99 m R99 0 R99 0 R99 R99 R99 R99 R99 R99 R99 R99 R99 c R99 R99 R99 R99 R99 R99 R99 R99 0 R99 I - R99 0 R99 R99 R99 R99 R99 R99 R99 0 R99 c R99 R99 . c FRONT ENDWALL ' (P F.9 0 z m x 3 0 —0- p x IG to r r R01 R02 ROT R02 R01 R02 R01 'ERNAME: aheu 01-02-2010 21:13:38 R01 R02 R01 R02 \Orders\173920\ErecDwg\FINAL ERECTION DRAWINGS\173920-7a.dwg R02 R01 R02 R01 R02 R01 R02 ROI R02 ROI R02 R01 R02 R01 R02 R01 R02 ROI R02 ROT R02 ROI R02 R01 rzr� Li zz z 0 ROI R02 • R02 ROI R02 R01 R02 R01 R02 ROI R02 R01 R02 ROI R02 R01 R02 R01 R02 R01 R02 R01 FRONT ENDWALL R02 R01 R02 p R02 R01 R02 R01 R02 ROI R02 R01 z R01 R02 R01 R02 R01 R02 R01 R02 0 N R02 Q\INN NN z m m OI o 1 R99 R99 R99 c� R99 �p R99 o R99 $R R99 R99 OD R99 R99 tdi R99 m R99 c R99 R99 R99 R99 R99 R99 ® R99 R99 o R99 V R99 S� R99 R99 m R99 R99 R99 R99 R99 N R99 A R99 R99 c m II z R99 c R99 U)m u o Do R99 to R99 to --4R99 R99 3 Z -nR99 R99 R99 R99 A m Z R99 R99 c ® R99 R99ci ro I m R99 R99 m c_ R99 R99 0 p 6 R99 q R99 R99 o R99 n n << = D R99 R99 n r R99 R99 012 R99 R99 o C R99 = U I R99 0 6 R99 R99 1 Z R99 R99 0 R99 I R99 N R99 o R99 v R99 R99 CJr _ R99 R99 C R99 R99 r 00 R99 R99 _ ;0 R99 a R99 R99 g I R99 c - I R99 p R99 D C R99 j� R99 Z R99 m rn R99 OD V) Ul LP 6 m x N 3NX n v �2 0 o N -V + 0 C) Ln 0 R99 N = R99 p � co R99 m () r .. rn 00 N 0 C O O X 0O X O D 'T Z Z �m r 0 3 _ z J W • cD N O I � 4 O N ; D N C O O O � R99 R99 R99 R99 R99 0 R99 c R99 R99 R99 R99 R99 R99 m R99 0 R99 0 R99 R99 R99 R99 R99 R99 R99 R99 R99 c R99 R99 R99 R99 R99 R99 R99 R99 0 R99 I - R99 0 R99 R99 R99 R99 R99 R99 R99 0 R99 c R99 R99 . c FRONT ENDWALL ' (P F.9 0 z m x 3 0 —0- p x IG to r r R01 R02 ROT R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 ROI R02 ROI R02 R01 R02 R01 R02 R01 R02 ROI R02 ROT R02 ROI R02 R01 R02 ROI R02 ROI R02 ROI R02 R01 R02 R01 R02 ROI R02 R01 R02 ROI R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 ROI R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 ROI R02 Q\INN NN 9 i M. 0 v C o 9 0 0 �n & z r co o m m m 0 u o o D z m r N z a =co i o C z gih! 1rn z o ,S oz r g 0 O R01 R02 f; i M. 0 v C o 9 0 0 �n & z r co o m m m 0 u o o D z m r N z a =co i o C z gih! 1rn z o ,S oz r 441 j BUT ERIE 0 PANEL TO PANEL ROOF PANEL FASTENER. 2'-6' O.C. -BAY BLUE- -------- ENOWALL TRIM (630307) SEE DWG. 1091166 WALL ADAPTER (930312) SEE DWG. 1091166 "BAY BLUE- TORX T-30 SELF-ORILUNG SCREW PURUN OR (097394) (2'-0. O.C.) SAVE STRUT WALL CLOSURE (640431) S WH SOLARITI ENOWALL BURERIB II PANEL MOTES., SEE ERECTION 93 DRAWING 10915 IF Niel WIND GABLE TRIM CUPS ARE REQUIRED ° �` GABLE TRIM RIGHT WITH BUTLERIS II ROOF DETAIL K35B « BURI:RIB 6 WALL PANEL W/CLOSURE (<-1:12) \-ROOF PANEL �I (tom 39)unEr I I I BUND RIVET (TYP.) I � (009 (6894; -ALL UNUM I c lJ I CONDUCTORLf - , 0UPIPE (0080814) i I 1 EELLDD CC - 90' ELBOW (009294) II `� W COND CT)I OR PPE (008614 CONDUCTOR BLIND RIVET SDEWALL (098984) -ALUMINUM (630227) cm.) I � ` OR (097124)-BLACKK _ 45' (0087P4T 3) PAN N! (DOSiai! OTY-1 90' ELBOW (009294) CITY -2 FLOOR (Q I EE DRAWING 103224, 103225, AND UNE 105229 FOR DOWNSPOUT INSTALLATION SLOPE RANGE / 4:12 THRU 1:12 Ter. oee a n DETAIL K849a 4 INCH DOWNSPOUT AT 10' CANOPY BRII ROOF EAVE STRUT SIDEWALL �' M059 SEE DRAWING 105137 FOR EAVE TRIM INSTALLATION CLOSURE -BAY BLUE- EAVE TRIM (630272) -BAY BLUE - TRIM DRIP (018320) BUND RIVET \ (1 FT. O.C.) `TORX T-30 SELF-DPoWNG SCREW (097364) (2 FT. 0.0) -SOLAR WHITE- WALL CLOSURE (640431) SEE DWG. 105098 BURFAIB II PANEL H.S. EAVE TRIM MITERED BM WALL P SOFFIT SUPPORT INSTALLATION B/IIFI® S avmwj. mn1 4 MR a V) SOFFIT INSIDE CORNER TRIM PANEL I -SOLAR WHITE SEE ISO 105098 SEE DRAWINGS 103223 & 104550 BRII ROOF FOR Gu11FR INSTALLATION LOCK -RIVET (098308) ALONG WITH WASHER (096304) LOCK -RN 7 (09 8) FlELD DRILL 5/16- ' GvnER DIA FOR SCRUBOLT HANGER (097196) 3'-0. O.C. (&70077) SAVE STUNT -8A BY�LUE- SOFFIT TRIM 1�4LONC -BAY BLUE �00 SOFFIT rEL 1/4-14 X 1- SOS (5751) UJE WHITE) I (087385) 1'-0. O.C. BLIND RIVET 4 -0' 1'-0' O.C. S.W. OVER/WIG SLOPE RANGE 1/4:12 THRU 4:12 5 GUTTER W/0 WTHR. SEAL W(BRII ROOF 37 DETAIL M1AT S.W. GUEwuNG W/9-1/2 PURIM PANEL TO PANEL NOTESO FASTENER, 2'-6' O.C. BUTLERIS 11 SEE RE Q�ECTION DRAyy�NC 1081635 IAF HIGRHOVIIIRgGABLE TRIM CUPS Ell ROOF PANEL -BAY BLUE'* — — ENDWALL TRIM SCRUBOLT (097196) (630307) 3'-0' O.C. SEE DWG`. 1081188 RAKE CHANNEL ((630313ALL 3) SEE DWG`. 1081166 "BAY BLUE" PURUN, EAVE STRUT TORR T-30 OR EXTENSION SELF -DRILLING SCREW i O (097364) (2'-0. O.C.) SOFFIT TRIM (640334) � REVISION N0. 1 REVISION N0. 2 10'-4' LONG - INSTALL CUP (640437) I B¢QRF�L94DyNALL TRIM SEE DWG 107511 DRW: ABI ENG: CMSORUWO MeeODwDUULEZESOFFIT PANEL 1/4-14 X 1' SOS BUND RIVET 1'-0' O.C. (097356) 1'-0. O.C. 097124 (BLACK) OR END WALL O.H. 096884 (ALUMINUM) °® GABLE TRIM RIGHT WITH BUTLERIB II ROOF X2m )ETAIL WALLADAPTER RETURN AT EW OH W/9-1/2' PURUN g s 0 0 Iv ro � O n I O N OI n i O � REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: ABI ENG: CMSORUWO 50X39OX24 LRST 1:12 CHIC- BAY S DATE: 2-5-10 m 3WLER 9AAwN Br ® eutw�1mufaduf111Q �® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL EDGE OF ROOF DRAWING NUMBER: FREV.. DRAWN W. ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET53 °� ef. ram a" Bk%800peBLQIdIWNorthAff fke,kw SYSTEMss=s4. s1=2s: SITE o D09 -173920-07B KEY PLAN Butlerib • 11 Wall System — Panels Calculated sectional properties for Butlerib II a wail panel materials using 1996 edition of AISI design manual. 36' 12' 12' 12' 4 1/2' 1 3' 14 1/2' 4 1/2' 1 3' 1 4 1/2' i 4 1/2' 1 3' 1 4 1/2' Section Through Panel Section Properties for One Foot of Width Pone) Design Material Thick On) h (k� E (�0 WdgM c/�.) Com roeeldn on Outside Com reeslon on Inside Sx (In3) I ono) S1 Qn3) 1 Qn4) 26 GA. Sled 1 0.017 150 129WO 1 0.95 1 0.0488 0.0603 0.0528 1 0 0417 Butlerib • II Roof System — Panels Calculated sectional properties for Butlerlb lira roof system panel materials using 1996 edition of AISI design manual. I 12' 1 4 1/2' 1 3' 1 4 010 F On (rOYVW� ERECYPOO N D o a �i JIG 210 9 FOR CONSTRUC77ON USE `s N REVISION NO. 1 U � @ oR4wN ay: oRart ar: 36' 12' 12' 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 Pond Material Design Thick on) Fy (ksQ E (kid) Weigh (tit.) I compression on Outside Cam on on Inside Ss off) 1 (In4) Ss o� 1 I (N4) 26 GA. Steil 1 0.0170 1 80 29500 0.95 1 0.0452 0.0357 0.0303 0.0407 r. t 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 TIIIE: AG FLLE NO.: ROOF DATE: 02/16/63 SECONDARY STRUCTURAL DRAWING KIMM REV6TON FRAMING PLAN D 83-1234566-05L 02 TITLE Z DRAWING THE YEAR DURING WHICH YOUR SEQUENCE ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER Roof Live Lood,(pst) Reducible per Section 1607.11.2 OF YOUR ORDER REVISION VEL ODRAWING. c�.aa c1=')a• clTc n nnq-17.3P2n—nn nn F THE DRAWING G NEVER BEEN 0.00 REVISED, 00 APPEARS HERE. 009-173920-00 COVER DRAWING — SHEET 1 009-173920—GA SHAKEOUT PLAN — SHEET 1 D09-173920-01 SPECIFIC ANCHOR BOLT DRAWING — SHEET 1 D09-173920—ORA SPECIFIC REACTION DRAWING — SHEET 2 D09 -173920-01B ANCHOR BOLT DETAIL SHEET — SHEET 3 D09-173920-02 CROSS SECTION ERECTION DRAWING — SHEET 1 D09 -173920-02A CROSS SECTION ERECTION DRAWING — SHEET 2 009-173920-02B CROSS SECTION ERECTION DRAWING — SHEET 3 009-173920-02C CROSS SECTION ERECTION DRAWING DETAIL SHEET — SHEET 4 D09-173920-03 WIND BRACING DRAWING — SHEET 1 D09 -173920-03A WIND BRACING DETAIL SHEET — SHEET 2 D09-173920-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN — SHEET 1 D09-173920—D4A ROOF SECONDARY STRUCTURAL FRAMING PLAN — SHEET 2 D09 -173920—G48 ROOF SECONDARY STRUCTURAL FRAMING PLAN — SHEET 3 D09 -173920-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN — SHEET 4 D09-173920-040 ROOF SECONDARY STRUCTURAL DETAIL SHEET — SHEET 5 009-173920-05 WALL SECONDARY STRUCTURAL ELEVATION — SHEET 1 D09-173920—OSA WALL SECONDARY STRUCTURAL ELEVATION — SHEET 2 D09 -173920-05B WALL SECONDARY STRUCTURAL ELEVATION — SHEET 3 D09 -173920-05C DOOR DETAIL DRAWING — SHEET 4 D09 -173920-05D DOOR DETAIL DRAW NG — SHEET 5 D09 -173920-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 6 D09 -173920-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET — SHEET 7 a COVER DRAWING NOTES STANDARD NOTES: CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. 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' R LESS A529 AND A572 FY v 55 KSI GRADE 55 STIR= PLATE OVER 1' A529 AND A572 FY v 50 KSGRADE 50 LIGHT GAGE/COLD FORMED EQUN TO A1011 FY 60 KSI RADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 ROUND TUBE A500 GRADE B FY a 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: 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 'SPECIIICATION 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. T IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325 BOLT DRAWING 1080268. DESIGN CRITERIA SUMMARY The 2007 edition of the 'California State SUTLER ® Building Code bX the State Building Code BUILDER: I PROJECT: I BUILDING ORDER DESCRIPTION: I .DRAWING TITLE: ORW: ABI I ENG CMSORIANO Standards Committee. CHK: BAYS GATE: 2-5-10 50X390X24 LRST 1:12 DRAWING NUMBER REv. Occupancy Category (Table 1604.5) Section 1606 Dead Loads GENERAL USE Weight of Roof Panel, Insul. and Secondaries (psf) Collateral Load On Fromes(psf) 2.4 5.0 Collateral Load on Secondarfes(psf) 5.0 Section 1603.1.2 R of Live Load CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 Roof Live Lood,(pst) Reducible per Section 1607.11.2 20 Section 1603.1.3 Roof Sno}}vv lead c�.aa c1=')a• clTc n nnq-17.3P2n—nn nn Ground Snow Load, Pi 0.00 Roof Snow Load, Pf(p 0.00 Snow Importance Factor, Is 1.00 Snow Exposure Factor, Ce 1.00 Snow Thermal Factor, Ct 1.00 Section 1603.1.4 Wind Design Data Wind Speed (mph 85 Wind Importance FFLtor, Iw 1.00 Wind Exposure Categgory C Enclosure Classification En loead Internal Pressure Coefficient Section 1603.1.5 Earthquake Design Data +� 0.18 Seismic Importance Factor, Is 1.00 Spectral Response Acc at 0.2—sec Period, Ss 6471 g Spectral Response Acc at 1—see Period, S1 Design Spectral Response Acc at Short Periods, Sds 26X g 0.550 g Design Spectral Response Acc, at 1—sec Short Periods, Sdt 0.326 g Site Class D Seismic Design Category- D Basic Seismic Force Resisting System(s) R Bracing — Ordinary Concentrically Braced Frames (OCBF) Main Frames — Ordinary Steel Moment Frame (OSMF) 3.25 3.50 Seismic Response coefficient, Cs Bracing 0.169 Main Frames Design Base Shear (Wps), V -Ce W Analysis Procedure — Equivalent Lateral Force Procedure 0.157 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. WALL SECONDARY FW000B 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. REVISION NO. 2 SUTLER ® PRODUCT OF -THE �REED, BUILDER: I PROJECT: I BUILDING ORDER DESCRIPTION: I .DRAWING TITLE: ORW: ABI I ENG CMSORIANO CHK: BAYS GATE: 2-5-10 50X390X24 LRST 1:12 DRAWING NUMBER REv. NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL COVER DRAWING ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 11hoSomBu[MilimNorth AnwiD46tC SYSTEM c�.aa c1=')a• clTc n nnq-17.3P2n—nn nn t. W ' N EW BAYS -0" 20'-0" 4 390'-6" 30'-0" _ 20'-0" -0" 30'-0" Oz (5) DO (5) DO (5)20 (5) <2 (5) O (5) DO (5) DO (5) < (5)20 (5) DO (5) DO (5) < (5) Dz (5) 550324-343-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 550324-349-2 550324-349-2 550304-229-2 550324-349-2 O (5) 550325-271- - WO- R W ® _ 19 ® W 9 R 550303-193-2 V72736 V72748 V72748 V72756 V72748 V72748 V72756 02748V72748 V72756 V72756 V72748 V72748 V727a8 V72748 N N Nr NrN ^N -O > nN NNnN NnN O<ND (2) NVnNI (2)NNnN OtryD > > N>(3) Qz (tz) t2(2(12 Dz (t2 550325-277-2 1530942-395-4 530936-395g 530937-395-4 530 > 530934-275-4 > ) NN> I 530934-239-4 1 V727a2 Hm ESS ((21)) , o E -(2 > S (2) N (2 m o '21415M 2 -aN 5S -2 t aN 0 4 -2-a (12-a (2-a v -a 9-a 4057 -359 0NS 395 0 95 'N5-23-4N53D4-3(95 40520340515-59-4 -N - -15 3 0 0 - o0 0- > <M (2) ES (1) > <jD S S (2) S (i) S (1) S (2) E (1) ES (2). <a> I 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-239-4 540523-359-4 540523-359-4 540523-239-4 540515-359-4 540523-359-4 540523-359-4 540515-239-4 540523-359-4 540515-203-4 540515 -?1 0 (2) 0 a ES (2) QZ (10) 0 (10) - 0 (10) Q (10) (1) <E> (2) <JS> (2) (2) 1 550325-277-2 3 0 540515-239-4 530936-395-4 530933-275-4 530936-395-4 530933-275-4 540523-359-4 540515-359-4 540515-359-4 540515-359-4 540523- 1 N v727a6 - V7275a - - E27E - - E2262 - V72754 V7275a _ _ v72762 - - V72754 - - V7275a - v72?62 _ - v72762 - - V72754 - - V7275a - v72754 V7275a WOR W 8 R <D (1) > <D (2) <D (1) <D (1) 0 (2) < (1) <D (1) <D (2) 0 (1) <D (1) 0 (2) <D (2) <D (1) <D (2) <D (1) 550303-091-2 550326-229-2 550303-091-2 550303-091-2 550326-229-2 550303-091-2 550303-091-2 550326-229-2 550303-079-2 550303-091-2 550327-349-2 550326-229-2 550303-091-2 550324-193-2550303-013-2 <D (1) <D (1) 0 (1) <D (1) <D (1) <D (1) 0 (1) 0 (1) <D (1) 550303-073-2 550303-079-2 550303-079-2 550303-079-2 550303-079-2 550303-091-2 550303-079-2 550303-079-2 550303-079-2 <D (1) 0 (1) (1) 0 (1) <D (1) 0 (1) <D (1) <D (1) <D (1) 550327-343-2 - 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550327-349-2 550324-271-2 EW ONLY THE FOLLOWING TYPES OF PARTS ARE CALLED OUT ON THE SHAKEOUT. PLAN. OTHER PARTS ARE SPECIFIEDONTHE ERECTION DRAWINGS: COLUMNS AND ROOF BEAMS SECONDARY PARTS ARE: ES EAVE STRUT, TP TRUSS PURLIN, © C -SECTION, ZD Z -SECTION O R - BRACE BAY OR SECTION W. = W, WP, or'PF (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roof ] REVISION V0. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: _ DRW: ABI ENG: CMSORIANO DATE: °"""" oE°KEoe: cxECKEDBy: 50X39OX24 LRST 1:12 NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 : 20# LL + 5#CLL SHAKEOUT CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 PLAN Sq=fi4 S1=9F' SITF n CHK: BAY S DATE: ' 2-5-10 DRAWING NUMBER: REV. ®09-173920—OOA nn 5�e 3U p LER " Butler Manufacturing BlueScope Buildings North America, Inc. --� -�o ORDER ENGINEERING SYSTEM 1I- If 1 Q Y Q Q Q Q Q Y EW 390'-6' BAYS 30'-0' 20'-0' 30'-0' 30'-0' 20'-0' 30'-0' 30'-0' 20'-0' FRAME (TYP•) 390'-6' Astt TYPICAL OD LA - Jc As32 Ld� •N �_ I I AJloe I Aeoe I Aeae I Awe I AQ06 I A606 I A606 I Awe � � I ~ o I Z I I I Awe I Awe I Awe i AM I Awe I Awe I Aeon AM ♦I LL- y3j 0 A391 — — — — A391— A381 ♦ A391— J €j A392 A392 A392 A392 .2 W H 390'-6' Mt1 TYPICAL 17'-6"1 14'-0' Fgi=�6 17'-6'1 14'-0' 18'-6" 17'-6"1 14'-0' 18'-6' 1 17'-61 14'-0' 1 8'-6�'-81 14'-0" _ 8'-6" 1 AAi 1 A111 M1 t M11 A411 ANCHOR BOLT PLAN MATCH 10 11 12 13 14 15 15.9 390'-6' EW STANDARD NOTES: AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE _ SQUARE, LEVE]., AND SMOOTH. AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT MATCH HAND SET ANCHOR BOLTS. ►LINE ABDO10 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 1 0 N PRODUCT OF THE _� �® ORDER ENGINEERING SYSTEM RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING BUILDING ORDER DESCRIPTION: AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE ORW: CMSORIANO ENG: IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO CHK: BAY S DATE: 08/07/09 DRAWING NUMBER D09-173920-01 1FOREV. 0 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. ABOO16 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. ABOO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. ABDO18 BASE PLATES UTILIZE OVERSIZE HOLES. A WASHER IS REQUIRED UNDER THE NUT FOR ALL ANCHOR BOLTS. — — — — — — — — — — — — — — — — A3sa A393 I Aeoe I Awe I Awe I Awe I Aeon I Aeoe I Aaoe I � I M/ �k/ •I U rA606Li Awe Awe A60e Awe Awe Awe D7 / ♦ _n A391 A391 — — — — A391 — — — — A391 — 0 ' A392 A392 A392 A392 9 J N 390'-6' Mit TYPICAL ' 14'-0' 18'-6' I7' -6'I 14'-0' 18'-6' I I7'-61 2'-0' 1^ '-6.I l 8"1 14'-0' '-6� I7'-6'1 14'_l _ /N1 / M11 -11 M11 ANCHOR BOLT PLAN REVISION NO. 1 REVISION NO. 2 :Uff ER ® Buftm iffitaft kgklie PRODUCT OF THE _� �® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: CMSORIANO ENG: J>A1e 50X390X24 LRST 1:12 SPECIFIC NORTH VALLEY BUILDINGS BUILDRITE — UNIT 1 20# LL + 5#CLL ANCHOR BOLT CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWINGBWsScomWWirwNorthAlT Cc=R4. S1=7Ft! �ITF n CHK: BAY S DATE: 08/07/09 DRAWING NUMBER D09-173920-01 1FOREV. 0 F.9 J.5 �L ENDWALL FRAME AT SIDEWALL GRID 1 BRACED BAY REACTION [><I H_ I V V SIDEWALLGID GRIDS (WL) (WL) (EO) (EO) H I F.9 V Z H J.5 V Z H L V Z DL = DEAD LOAD 0.06 0.83 0.00 -0.01 1.45 0.00 -0.03 1.20 0.00 CLL COLLATERAL LOAD 0.11 0.93 0.00 -0.05 1.78 0.00 -0.01 1.81 0.00 LL LIVE LOAD U. 0.34 3.G4 0.00 -0.26 5.85 0.00 -0.04 8.07 0.00 WL1 WIND LEFT+INT PRESS -1.56 -2.10 -0.44 -3.54 -7.36 -0.82 -1.52 0.26 -0.37 WL2 WIND LEFT+INT SUCT -2.52 -1.23 0.44 -3.46 -5.15 0.82 -0.70 1.16 0.37 WR1 WIND RIGHT+INT PRESS 1.46 -3.28 -0.44 -0.08 -4.42 -0.82 3.62 -10.28 -0.37 WR2 WIND RIGHT+INT SUCT 0.50 -2.41 0.44 0.00 -2.21 0.82 4.44 -9.38 0.37 EW PRESS+INT SUCT 0.53 -2.40 2.05 -0.44 -5.28 3.69 -0.67 -4.80 1.75 EST EW SUCT+INT PRESS 1.49 -3.27 -235 -0.52 -7.50 -4.10 -1.49 -5.70 -2.01 EOL SEISMIC LOAD LEFT -0.04 -0.02 0.00 -1.43 -1.44 0.00 -0.04 1.42 0.00 EOR SEISMIC LOAD RIGHT 0.05 0.03 0.00 0.00 1.39 0.00 1.47 -1.45 0.00 MAX. POS. REACTION 1.55 5.14 205 0.01 9.78 3.69 4.3.3 9.21 1.75 MAX. NEG. REACTION -2.35 -2.78 -2.35 -3.60 -6.63 -4.10 -1.54 -9.51 -2.01 BRACED BAY REACTION [><I H_ I V V SIDEWALLGID GRIDS (WL) (WL) (EO) (EO) F.9 5- 6 3 3 6 8 F.9 6- 7 3 3 8 7 F.9 11-12 3 3 6 8 F.9 12-13 3 3 8 7 L 5- 6 2 2 10 11 L 12-13 2 2 10 11 FRAME AT SIDEWALL GRIDS 2, 3, 5, 6, 8, 9, 12, 13, 14 & 15 F.9 t�L FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 F.9 H V L H I V OL IDEAD LOAD N 2.69 n 3.57 O o' 0.86 3 -0.86 ✓ N � ' I e m I 8.60 I H 13.00 O O1 pn -4.46 n -4.28 a WL2 WIND LEFT+INT SUCT t. -4.46 Ct. F -1.38 O C C 1.44 N %L 5.14 N REVISION NO. 1 o a, -3.53 5.94 U n CAM 0.75 i -1.19 -12.81 4 CRAM UP. -1.70 22 E (i am® W. EOR SEISMIC LOAD RIGHT 1 FRAME AT SIDEWALL GRIDS 2, 3, 5, 6, 8, 9, 12, 13, 14 & 15 F.9 t�L FRAME AT SIDEWALL GRIDS 4, 7, 10 & 11 REACTION NOTES: 1 E STATED NEKIPSS..n(I KIP x1000 POUNDS) D HORIZONTAL MOMENT H AND ZREACTIONSREACTIONS ARE�STATED IN INCH -KIPS ABOUT THE Z-AXIS. POSTITVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPUED 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 DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE 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 o. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME UNE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V + �+M +M REVISION NO. 2 F.9 H V L H I V OL IDEAD LOAD 0.55 2.69 -0.55 3.57 CLL COLLATERAL LOAD 0.86 3.58 -0.86 5.42 LL LIVE LOAD 2.07 8.60 -2.07 13.00 WL1 WIND LEFT+INT PRESS -4.46 -8.45 -4.28 -5.39 WL2 WIND LEFT+INT SUCT -5.25 -4.46 -3.49 -1.38 WR1 WIND RIGHT+INT PRESS 1.44 -7.52 5.14 -17.78 WR2 WIND RIGHT+INT SUCT 1 0.64 -3.53 5.94 -13.77 EPI EW PRESS+INT PRESS 1 0.75 -9.49 -1.19 -12.81 EOL SEISMIC LOAD LEFT -1.31 -1.70 -2.39 1.70 EOR SEISMIC LOAD RIGHT 1 1.31 1.701 2.39 -1.70 MAX. POS. REACTION 1 3.451 15.041 4.80 21.90 MAX. NEG. REACTION 1 -4.19 -7.82 -5.56 -15.55 REACTION NOTES: 1 E STATED NEKIPSS..n(I KIP x1000 POUNDS) D HORIZONTAL MOMENT H AND ZREACTIONSREACTIONS ARE�STATED IN INCH -KIPS ABOUT THE Z-AXIS. POSTITVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPUED 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 DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE 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 o. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME UNE c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V + �+M +M REVISION NO. 2 BUTLER ® �BUOK MmUfaebif WmScopsaatl wNorth AnbrhAh PRODUCT OF THE �® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: CMSORIANO ENG: CNK: BAYS DATE: 08/07/09 50X390X24 LRST 1:12 NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL SPECIFIC DRAWING NUMBER: REV. CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 REACTION DRAWING I I I Cc-fi4 C1 -')R• CITF n 0309-173920-01A Ion ;ERNAME: cheu 01-02-2010 20:05:48 \Orders\173920\ErecDwg\FINAL ERECTION DRAWINGS\17 3 a O z z O 3 A O Z_ O N m to 55 O o m z o b,m n Z 1 0 m Z 'n � m z 0 m c Z O A 2 C-) D =r cl O m D 6 Z (n m C F no nm O I D C Z I OD y v' Ln 6 �K0(A o _ 1 O NXrN C II + r P (3)0 Ln� --IZ qm-— M0r-.. O O Iv v m mn m� no 3N Z In (n om �� O zz 0 D O Z N V W c0 N O 4 O ; D N o N I O O O 0 r �T N D m�m m m r O z G) N W U1 O 00 CO N W D z 0 ft FRAME 27'-4 1/2 - HEIGHT FLANGE 20'-0' BRACES m A FLANGE 15'-8' I IN BRACES J FRAME 23'-2 1/2' HEIGHT ■ ■ a w BVTLER BuftMmUbcWft ORDER ENGINEERING Bhw8pppe Bugftp North AmeflCt, blc I SYSTEM FLANGE BRACE (SEE C ELO BENHARDD FOR ATTACHMENT b .n -q.- --- COLUMN DIMENSION Y DIMENSION Y FIELD 8/18' HOLE ROOF BEVY IN GIRT AS SHOWN. I OR COLUMN PART USAGE USE2 1/2' X 1 1/4' B-1 2 Z -GI RTS HEX T (09 OBS AND 9-1%2 OR 12 C -GIRLS 1/2' HEX NUT (095032) o = SINGLE FLANGE BRACE CONNECTION DETAIL C342 USE FIRST HOLE AT SW OR EAI GIRT CONNECTION CANOPY DETAIL C320 ROOF BEAM OR - VERTICAL SCOLUMN ,a al � " A325T USE 10 G% SOLT2(18972852 A(ND 5/8 HEAVY HEX. NUN (095233) CANOPY BEAM CONNECTION BUILDER: NORTH VALLEY BUILDING S CHICO, CA DIMENSION Y ROOF BEVY OR COLUMN I_ ! PURUN TOP OUTSIDE FgFLANGE BRACE 0 FLANGE BRACE FLANGE P1ElD BEND ( F1 ELD BEND E CHO= F FOR ATTACHMENT FOR ATTACHMENT FIELD 8/18' HOLE PART USAGE USE t.1/2- X 1 1/4- PART USAGE wRLINS IN GIRT AS SHOWN. OR 9 2 -RUNS B Z q�RiB/2 HEx (.).AND B - GIRT m DETAIL C346 USSINGLE HOLE wlB� OR CONNNECTIiON DETAIL C347 l oKNESS X A ( 1 BOTTOM / INSIDE - ---- l11��------�� FLANGE COLUMN FRAME DESIGN INFORMATION DIMENSION Y PART DESCRIPTION V72736 TOP FLANGE - 5' X .135' PART USAGE USE (2) 1/2' X t 1/4' 9-t/2 Z-GIRTS HOC (095085) AND 316-3 .. BOTTOM FLANGE - 5' X ur (09 ) 9-t/2 OR 12 C-GIRIS 1/2' HocBOLT NEW .135' CORNER POST WEB THICKNESS - .135'74, SINGLE FLANGE BRACE CONNECTION PART DEPTH - 11.25/32' ISE SECOND HOLE AT SW OR LAY GIRT CONNECTION V72738 TOP FLANGE - 5' X .135' 240-7BOTTOM FLANGE - 5' X AB8'EW EW ROOF BEAM ROOF BEAM WEB THICKNESS - .135' PART DEPTH - 11 13/16' V7274p TOP FLANGE - 5' X .135' 241-7 BOTTOM FLANGE - 5' X EW .135' ROOF BEAM WEB THICKNESS - .135' PART DEPTH - 11 25/32- / CUP (s4335B) V72742 TOP FLANGE - 5' X .188' EW BOTTOM BOTTOM FLANGE - 5' X .188' ,AMM) INTERMPOST WEB THICKNESS - .188' - LOW END TO 10' FROM LOW END ( EW POST .135' - 10' FROM LOW END TO HIGH END PART DEPTH - 11 7/8' ta- V72744 TOP FLANGE - 5' X .135' 119-1 EW BOTTOM FLANGE - 5' X .135' USE (8 5/8' X 1 1/2' A325T ROOF BEAM W® THICKNESS - .164'BOLT(097281) AND - 5/8' HFAVr HEX. NUr (085233) PART DEPTH - 20 1/2' TO 12' WITH (4 WASHER 0859 5 TO BACK-UP SLOTS I CUP ) V72746 TOP FLANGE - 5' X .135'® L - ENDWALL POST TOP CONNECTION 258-6 EW BOTTOM FLANGE 5' X .135' DETAIL E137 LOW SLOPE RANGE - LIGHT LOAD CORNER POST WEB THICKNESS - .135' PART DEPTH = 11 3/4- V72748 TOP FLANGE = 5' X .188' 1 BOTTOM FLANGE = 5' X .313' MN WEB THICKNESS - .164' - LOW END TO 15' FROM LOW END .135' - 15' FROM LOW END TO HIGH END PART DEPTH = 8' TO 17' TO 20' V72750 TOP FLANGE = 5' X .313' 419-1 ROOF BOTTOM FLANGE = 5' X .250' BEAM WEB THICKNESS - .188' - LOW END TO 14'-10 3/4' FROM LOW END .135' - 14'-10 3/4' FROM LOW END TO HIGH END PART DEPTH - VARIES 21 1/2' TO 16' TOP FLANGE - 5' X .250' BOTTOM FLANGE - 5' X .250' FROOF WEB THICKNESS - .135' - LOW END TO 10'-0 3/8' FROM LOW END .250' - 10'-0 3/8' FROM LOW END TO HIGH END PART DEPTH = 18' V72754 TOP FLANGE = 5' X .250' 258-6 EXTERIOR BOTTOM FLANGE = 5' X .313' COLUMN WEB THICKNESS - .135' PART DEPTH = 8' TO 24' V72756 TOP FLANGE = 5' X .250' 308-1 BOTTOM FLANGE = 5' X EXTERIOR .375' v COLUMN WEB THICKNESS = .135' N I PART DEPTH - 8' TO 17' TO 24' N V72758 TOP FLANGE - 5' X .250' , nROOF 418-4 BOTTOM FLANGE - 5' X .250' ^ j BEAM WEB THICKNESS - .188' - LOW END M 14'-10 3/16' FROM LOW END z .135' - 14'-10 3/16' FROM LOW END TO HIGH END N PART DEPTH - VARIES 28 13/16' TO 20- 0'co Ca V72760 TOP FLANGE - 5' X .250' o z Al 0 183-2 ROOF BOTTOM FLANGE - 5' X .250' c BEAM WEB THICKNESS - .188' IW ^ PART DEPTH - 20' 0 V72762 TOP FLANGE - 6' X .250' OV72987 TOP FLANGE = 5' X .250 251-6BOTTOM BOTTOM FLANGE - 6' X .500' ABEAM FLANGE - 5' X .250' a EXTERIOR COLUMN WEB THICKNESS - .135' BEAM WEB THICKNESS - .140' PART DEPTH - 8' TO 28' PART DEPTH - 9 7/8' TO 14 7/8' N REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BVTLER BuftMmUbcWft ORDER ENGINEERING Bhw8pppe Bugftp North AmeflCt, blc I SYSTEM FLANGE BRACE (SEE C ELO BENHARDD FOR ATTACHMENT b .n -q.- --- COLUMN DIMENSION Y DIMENSION Y FIELD 8/18' HOLE ROOF BEVY IN GIRT AS SHOWN. I OR COLUMN PART USAGE USE2 1/2' X 1 1/4' B-1 2 Z -GI RTS HEX T (09 OBS AND 9-1%2 OR 12 C -GIRLS 1/2' HEX NUT (095032) o = SINGLE FLANGE BRACE CONNECTION DETAIL C342 USE FIRST HOLE AT SW OR EAI GIRT CONNECTION CANOPY DETAIL C320 ROOF BEAM OR - VERTICAL SCOLUMN ,a al � " A325T USE 10 G% SOLT2(18972852 A(ND 5/8 HEAVY HEX. NUN (095233) CANOPY BEAM CONNECTION BUILDER: NORTH VALLEY BUILDING S CHICO, CA DIMENSION Y ROOF BEVY OR COLUMN I_ ! PURUN L n DATE 0 FLANGE BRACE Wamn trr. ( F1 ELD BEND E CHO= F BVTLER BuftMmUbcWft ORDER ENGINEERING Bhw8pppe Bugftp North AmeflCt, blc I SYSTEM FLANGE BRACE (SEE C ELO BENHARDD FOR ATTACHMENT b .n -q.- --- COLUMN DIMENSION Y DIMENSION Y FIELD 8/18' HOLE ROOF BEVY IN GIRT AS SHOWN. I OR COLUMN PART USAGE USE2 1/2' X 1 1/4' B-1 2 Z -GI RTS HEX T (09 OBS AND 9-1%2 OR 12 C -GIRLS 1/2' HEX NUT (095032) o = SINGLE FLANGE BRACE CONNECTION DETAIL C342 USE FIRST HOLE AT SW OR EAI GIRT CONNECTION CANOPY DETAIL C320 ROOF BEAM OR - VERTICAL SCOLUMN ,a al � " A325T USE 10 G% SOLT2(18972852 A(ND 5/8 HEAVY HEX. NUN (095233) CANOPY BEAM CONNECTION BUILDER: NORTH VALLEY BUILDING S CHICO, CA DIMENSION Y ROOF BEVY OR COLUMN I_ ! PURUN OR GIRT FLANGE BRACE FLANGE E ( F1 ELD BEND F1 �T) ELD BEND FOR ATTACHMENT FOR ATTACHMENT PART USAGE USE t.1/2- X 1 1/4- PART USAGE wRLINS H%2' N, OR 9 2 -RUNS B Z q�RiB/2 HEx (.).AND B - I� �IOmN m DETAIL C346 USSINGLE HOLE wlB� OR CONNNECTIiON DETAIL C347 PROJECT: BUILDRITE - UNIT 1 CHICO, CA BUILDING ORDER DESCRIPTION! 50X39OX24 LRST 1:12 20# LL + 5#CLL 85 MPH EXP C; CBC 07 Ss=64. S1=26: SITE D DRAWING ITTLE: CROSS SECTION ERECTION DRAWING DETAIL SHEET PURUN OR GIRT USE (2) 1/2' X 1 1/4' HEX BOLT (095085 AND 1/2' HDL NUf (09 ) SINGLE FLANGE BRACE CONNECTION DRW: ABI ENG CMSORIANO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. D09 -173920-02C 1 00 o- o- Q 4 4 4 30'-0• - 20'-0" 30'-0". 8112 8147 8111 ol e6o4 Boon eoa Boos _I 8328 / \ 8328 \ / 8001 / � \ 8016 8018 / X \ 8001 8326 \X/ 8326 I 20'-0' 1 30'-0• I I 30'-0� I 20'-0- / I I � g � I B+oe I 1 3 1 2 1 1 l�J SIDEWALL BRACING SIDEWALL BRACING /Bs6. Boo4� AT GRID F.9 AT GRID F.9 �z6 301 361 X28 8328 8326 mrS 1 esu. B32 301 301 I-- ROOF BRACING 12 a+o 310 B326 / \ B3T8 308 8326 8326 ROOF BRACING STIFFENER I R 173921 8001 L20'-0' cb 1) SIDEWALL BRACING - AT GRID L STANDARD NOTES: W80008 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 O O 8001 / \ 8001 20'-0' 12 13 SIDEWALL BRACING AT GRID L 25'-0• _ J.5 b ENDWALL BRACING AT GRID 1 o BRACE ROD SCHEDULE PART SCHEDULE I OTY PART NAME PART NUMBER PART LENGTH WOERK Q 312 4 BOX STRUT .077 0544241 229-5 19-1 5/8- 8313 313 1BOX STRUT .077 0544241 349-5 29'-1 5/8- 314 1 BOX STRUT .113 0544242 349-5 29'-1 5/8" 315 1 BOX STRUT .077 0544241 193-5 18'-1 5 8• 316 1 BOX STRUT .077 0544241 275-7 22'-11 7 8' STANDARD NOTES: W80008 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 O O 8001 / \ 8001 20'-0' 12 13 SIDEWALL BRACING AT GRID L 25'-0• _ J.5 b ENDWALL BRACING AT GRID 1 o BRACE ROD SCHEDULE Q QTY PART NUMBER DESCRIPTION THREAD TURNBUCKLE 301 4 0544047 384-0 1/2 RH-RH OR ROD RH-RH s n o^ 302 4 0544048 350-0 5/8 RH-RH BR ROD RH-RH • c BV LER 303 2 0544048 387-0 5/8 RH-RH BR ROD RH-RH DRAWING NUMBER: 304 2 0544058 072-0 0544048 379-0 5/8 RH-LH BR ROD 5/8 RH-RH OR ROD RH-LH RH-RH 0095046 (1) 305 2 0544048 469-0 5/8 RH-RH BR ROD RH-RH 20# LL + 5#CLL WIND BRACING 306 2 0544058 072-0 0544048 299-0 5/8 RH-LH BR ROD 5/8 RH-RH OR ROD RH-LH RH-RH 0095046 (1) 307 1 0544048 377-0 5/8 RH-RH BR ROD RH-RH CHICO, CA CHICO, CA 308 4 0544048 393-0 5/8 RH-RH BR ROD RH-RH —T, —0 4 0544048 347-0 5/8 RH-RH BR ROD RH-RH SYSTEM 311 1 0544058 072-0 0544048 312-0 5/8 RH-LH BR ROD 5/8 RH-RH BR ROD RH-LH RH-RH 0095046 (1) STANDARD NOTES: W80008 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 O O 8001 / \ 8001 20'-0' 12 13 SIDEWALL BRACING AT GRID L 25'-0• _ J.5 b ENDWALL BRACING AT GRID 1 o N REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: ABI ENG: CMSORUWO s n o^ y0e Dom • c BV LER 5OX39OX24 LRST 1:12 CHK: BAY S DATE 2-5-10 DRAWING NUMBER: REV. NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING ButlerManufac" ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING go BIue8DoDeBuOdhwNorth AmedmW- SYSTEM Ss=64. S1=26: SITE D D09-173920-03 00 ROD NUT WASHERS ROD CLEVIS DIA A B C DIA. ASSY. i/2' 095032 095872 095846 020821 5/8' 095277 SIDEWALL COLUMN _ 5/8' 095231 095945 095946 020821 3/4' 095276 BRACING STRUT ROUND BRACING SIDEWALL 3/4' 095235 095847 095948 020822 7/8' 095278 UT SHOWN, ROD 7/B' 095237 095947 095948 020822 1' 095280 COTTER PIN 1 1/8' 095281 SQUARE BRACING STRUT SIMILAR.) 095282 .. NUT WASHER CLEVIS I I I FOR CLEVIS CONNECTION SEE DETAIL 8002 I I CONNECTING STEEL �� 8 WASHER STEECONL OR BRACE CUP SLOT BRACE ROD I 1 I \ WASHER BEVEL WASHER) WASHER) 1 � CUP (017215) BRACE ROD J/ CLEVIS PIN / HSEA41 l.* X 2BOLT (1/2' A )2 D � \ {4) 1' DIA N UT �` W v 3/4' HEAVY HEX. NOT (095235 BY B.M. \ a aoe a n DETAIL 80010. TYPICAL BEVEL WASHER CONN. o® a om aDETAIL 8002 TYPICAL CLEVIS CONNECTION a o� DETAIL B004m TYPICAL BRACING STRUT CONNECTION — a Kg CLEVIS CONNECTION AT FLOOR DE�'Tf[ARI)ELN�8T/}0116 INTERMEDIATE BAY BRACING SPECIFIC CORNER POST ROOF ( ) 7/8" . HEX &097 852370 BUILDIDRAWINGBRACING BRACE ALL BEAM USE (4 5/8' X 1-1/2' BOLT BACK-UP PLA ROD REQUIREMENTS. (543374) R00 S CUP 65) A32ST HI-STRENGTH H 972al NDD5233) HVY. CUP TR (543368) CLEVIS CONNECTION O CONNEECCTION \ �2ETNL � SEE DETAIL �` at X54` si'P lam' 6002 '` 1 � s CORNER ENDWALL POST 0 �� FOR CLEVIS `. POST FOR CLEVIS CONNECTION 0 CONNECTION \ SEE DETAIL SEE DETAIL NOTES: 180021 BBEEAOM o RODE 0 (TYP) 8002 U�52 (411 X XX�1/Y THIS BRACING DETAIL IS / / LEMS CUP ( ST H) SR2 / 80 N1Uf �095�53) HW.A HIX?PO USED FOR ALL ENDWALL POST TO �EN D CONNECTIOROOFBEAM • A HIS,V&5gri/8 BOLT ((1697281)2 D 5/8 HEAVY HIX. NQT (095233 �5433�) ENDWALL ROD\ J a aon a om LOWER CLEVIS CONNECTION a o® a inm UPPER CLEVIS CONNECTION a o®a snot BRACED CLEVIS CONNECTION o oon a om BRACING CUP CONNECTION DETAIL 8099 BRACED EW AT CORNER POST DETAIL 8101 BRACED ENDWALL AT CORNER POST BEAM DETAIL 8103 TO ENDWNOTE., DETAIL 8107 AT LOW EAVE LOCATION–LOW SLOPE RANGE NOTE: REFER TO SPECIFIC USE (4 7 B' X 1 4' A325T USE ((4 7/8 X 2 1!87285 AND ' BU4* A325TR IER TOBSACINGC HI–SIR�GTH•BOLT (U ) USEALLROOF / (z REFER TO SPECIFIC HhSTREN4GTT4 BOLT 09i 85� D n � REFER BUILSPECIGC BUILDING BRACING HI–SIRETICT1f BOLT 092851 AND 7/8' HEAVY HEX. NUT (095237) DRAWING FOR BRACE BUILDING BRACING 7/8' HEAVY HEX NUT 095237) II DRAWING FOR BRACE 7/8' HEAVY HEX. UT (095237) DRAWING FOR BRACE BACK–UP PLATE ROD REQUIREMENTS. DRAWING FOR BRACE BACK–UP PLATE � ROD REQUIREMENTS. ROD REQUIREMENTS. AACK74U' PLA (543374) ROD REQUIREMENTS. (543374) 0 o o (5�4j369) CUP CUP CUP CUP (543369) f (543388) (543389) f o p (513388) FOR CLEVIS 0 FOR CLEVIS O CONNECTION FOR CLEVIS CONNECTION O FOR CONNECTION CONNECTION SEE DETAIL �'Q SEE DETAIL SEE DETAIL �'Q SEE DETAIL SIDEWALL Q`� 8002 4 �� I Q`� B002 ' 8002 I 4 i�u 6002 ROD I u�� I .) �� ) p A o apt •� T— � o C — ,Ep �• 4 �, \ o II •� — 3 o 4 R00� ° ROOF ROOF 'f ° L ROOF R00� o I `ROOF ROOF-----' OOF ° ROOF ROD o BEAM BEAM o ROD,? D o I BEAM BEAM o ROD (TYP,) o I o (1rPJ (Trp, ° I 0 (TYP.) L� . ° nJ / \ / HSE�&44 8'I2A NXT757D \ li 4 7%8HEAVY HEX. N(092J J BRACING CUP CONNECTION BRACING CUP CONNECTION Tei. °®01 a nm BRACING CUP CONNECTION IR 01®01 1°tO01 BRACING CUP CONNECTION DETAIL 8108 AT LOW EAVE LOCATION–LOW SLOPE RANGE DETAIL Bl 11 AT HIGH EAVE LOCATION–LOW SLOPE RANGE DETAIL 8112 AT HIGH EAVE LOCATION–LOW SLOPE RANGE DETAIL 8147 AT HIGH EAVE LOCATION–LOW SLOPE RANGE ROD WASHERS NUT DIA A B C . 1/2' 095032 095872 095946 043657 5/8' 095231 095945 095946 G43557 - 3/4' 085235 095947 095948 043658 _ 7/8' 095237 095947 095948 043658 1' 095238 095948 095949 043659 i-1/a"l 095239 1 095949 095949 043659 NUT A WASHER CONNECTING STEEL � 8 WASHER SLOT C WASHER BEVEL WASHER) BRACE ROD a otm a DETAIL 8326ns TYPICAL BEVEL WASHER CONNECTION REVISION NO. 1 REVISION NO. 2 J 9UTLER PRODUCT OF THE ® BUILDER PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DW. ABI ENG CMSORIANO °A" DRAWN Or.® 50X39OX24 LRST 1:12 CHK: BAY s DATE z—s-10 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WIND BRACING DRAWING NUMBER REV. I ID09-173920-03A JIL N11 Irr cmecm ar. BUdBrmmuftcbl" Bh*SoopeBuli WNorth Amwi km ORDER ENGINEERING SYSTEM CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64, s1=26; SITED 1 00 ours° e. a EW 1 4. REVISION NO. 1 MATCH LUNE [ . 428 ]-\ �- 426 7- C - 42e 1-\ C - 42e 421] F128 C 427 ]—� (419} fl24 F121 C 427 7-� ,4217 F124 C 427 ]--® _421 F175 I E 427 ]----® [4133 F393 C 422 F539 C40234093 F3B8 ( 422 ]t� FJ84 C 422 3- F' C 409 C 422 32'-11 1 2' 413 492 F393 C 422 3 --EE F388 C 422 7-� F384 409 C 422 �® i7B4 409 C 422 413 492 PUR U 9.5X.082 4CP 499 C 428?® rgg, 409 F384 1428 f539 FJ9J C 428 FS39 F788 C 429 FS39 F3B4 I 413 3E 40e 3 0540515 359-4 40e F]BI C 428 }r® F393 F]BB C 4291 ---® [4281 F384 C 426 FS39 F]81 113 �g,7 ( 428 3---® 402 1399 C 428 1--® FJB4 408 C 428 }�® i]84 408 3 F3B4 C 428 }f—® T-1 Fag] 413 1 C402 FJ88 C 428 ]--® C 428 3-�F5M I Flea 409 I I 409 F3B4 C 428 1--® C 426 3-� FJ81 413 F39] I C 428 7--® 402 FJBB F384 I C 428 ]-- ® I 400F384 C 428 ]- ® I 409 FJB4 C 42B FS79 I 413 3 C 402 3 E PRLN BRC ASY E 408 C 428 7-� F]84 409 F384 C 428 3--- i]g] ( 428 7--® i388 C 428 ]-� FJBI 413 3 14023 0544260 053-0 409 FJB4 14093FJB4 I FSBB FJB4 I C 428 }-� C 428 j—® C 428 ]--® I C 428 7-� _C4133 C 427 1--® F388 402 i C 409 7 C 425 7-� F]84 C 425 ]"® ?S C 425 ] EED FJ84 T 1 4231 1 FS9] C 428 ]r® E 423 F566 I p]gg FJ84 C 428 3- F384 C 428 ]-- ® I L 423 1 �__�� FJ84 C 428 ]-�® I 413 �� C 125 ]-�� I 402 I 409 411 FJ84 W. C 427 ]f� . F384 C 425 }---® F>08 C 425 7-�® FJ84 117 �—, _ 424 F/28 �� 415 417 424 �Jyl it24 417 �� _ 424 FL fyg3��-1 F124 F124 F124 424 Pur9n Brace Locations ] ] ] o ] o ] o ] 0 See Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN STANDARD NOTES: 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 CUISTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PIAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID N PURUN AUGNMENT DURING INSTAUATION. REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT' BUILDING ORDER DESCRIPTION: ear: BUTLER 50X39OX24 LRST 1:12 ® �Ng)® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL owr� BOW Mmukdwft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 WEC1�9 9M Blus800Ds BuDfts North Ameft W SYSTEM Ss=64- S1=26; SITE D DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN ORIN: ABI ENG: CMSORIANO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. D09-173920-04 00 PART SCHEDULE [ ] CITY PART NAME PART NUMBER PART LENGTH FIELD R Q 402 12 PUR U 9.5X.060 2CP 0530933 275-4 22-11 1/2' 409 22 PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1 2' 411 2 PUR U 9.5X.098 2CP 0530937 395-4 32'-11 1 2- 413 12 PUR U 9.5X.082 4CP 0530942 395-4 32'-11 1/2 415 2 LS ES P 9.5X.098 0540515 239-4 19'-11 1/2' 417 6 LS ES P 9.5X.098 0540515 359-4 29' -ll 1 2 419 1 HS ES P 9.5X.096 0540523 239-4 19-11 1 2' 421 3 HS ES P 9.5X.096 0540523 359-4 422 12 CHANNEL PUR BRACE 0544013 042-5 3 -6 19 32 423 12 1/2 RH-RH - 0544047 016-0 1'-4- 424 4 E PRLN BRC ASY 0544260 049-0 4--1' 425 24 E PRLN BRC ASY 0544260 049-0 1'4- 428 4 E PRLN BRC ASY 0544260053-0 4'-5' 427 12 E PRLN BRC ASY 0544260 053-0 4'-5- 4281 481 CHNL BRC - 61-11/16 1 0544285 1 5--1 3/4 - STANDARD NOTES: 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 CUISTER LOCATION. [ - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PIAN. E - INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID N PURUN AUGNMENT DURING INSTAUATION. REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT' BUILDING ORDER DESCRIPTION: ear: BUTLER 50X39OX24 LRST 1:12 ® �Ng)® NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL owr� BOW Mmukdwft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 WEC1�9 9M Blus800Ds BuDfts North Ameft W SYSTEM Ss=64- S1=26; SITE D DRAWING TITLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN ORIN: ABI ENG: CMSORIANO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. D09-173920-04 00 I J Z Ld I— Z O LL �.{ 426 7-� FRAME -- - -- - -- - -- ��'C 426 I �41Bi \ fl23 C 427 ]—® (T'P•) \ F125 .421] C 427 ]-� \ fl24 1419 I F124 C 427 3- - MATCH AMATCH F]84 14091 0530936 275-4 408 409 22 UNE UNE �.{ 426 7-� �{ 426 3- PART SCHEDULE ®�{ 426 ]-\ [ ] OTY ��'C 426 I �41Bi \ fl23 C 427 ]—® C4213 C 4271f \ F125 .421] C 427 ]-� \ fl24 1419 I F124 C 427 3- - 0 23-- C 422 ]-�® F]84 14091 0530936 275-4 408 409 22 C 422 }C ►-� FJB4 C 422 1-19DF384 410 C 422 F539 FSB4 402) C422]•^® FAB4 F3B4 4093 C 42.21 --® E 408 F354 F3B4 C 422 ]^� 4093 F384 FJ84 -C 402 C 422 F384 462 F•164 �� C 4-261--fEE 415 C 428 3- - LS ES P 9.5X.096 C 428 F5J9 19' -Il 1 2' C 426 ]-� 4 �--- 4023 1 F764 409 i F]B4 419 F384 402 F384 C 428 ]-�� 19'-11 1/2" C 428 ]F-� 2 �409 C 428 3`-1 0540523 359-4 C 428: -} 402 FfB4 C 403 F784 1093 F3B4 F�84 E 428 � 0544047 016-0 C 428 ]f-® 424 C 428 }r® E PRLN BRC ASY C 428 ]•�® I I [F539 C 428 3-� I FJ84 108 C 428 ]-� I FJ84 409 C 428 }r® I F384 402 C 428 ]•�® F384 402 F394 409 F384 409 F764 402 FJ84 C 428 1--® I C 428 ]___® I C 426 F5J9 I C 428 �® --1 C 4Y8 ]-� F784 14093409 402 F384 C 4283 � C 428 ]�® FJ84 C 426 ]___® FSB4 i { 402 F 4 FSB4 4093 F•ig4 C 02 F]84 -�� C428 }�--� I C428 ]•�® C4283-� �] 402F I C425]•�® 384 F125 [ 400 9 3 C 4093 402 F3B4 - C 425 1-� I fl21 r— C425LJ F fl24 Cats -�8 F784 F124 C 428 ]-� I C 428 )-5E I C 428 ]__- C 428 3-_� l I I f09 IE 411 I 410 C 423 }�--� FJBA C 425 ]•�® F>84 C 425 F5{9 F�84 C 126 }-® F.S84 N5 417 F124 � 417 415 424 424 F124 [ r 424 F124 I�-.r 424 FI -24 Purlin Brace LocOtione o E ] o ] o o E See Note RS0031 ROOF SECONDARY STRUCTURAL FRAMING PLAN - - N REVISION NO. 1 REVISION NO. 2 PART SCHEDULE PRODUCT OF THE [ ] OTY PART NAME PART NUMBER PART LENGTH WORK 402 20 PUR U 9.5X.060 2CP 0530933 275-4 22'- 11 1/2' 408 2 PUR U 9.5X.082 2CP 0530936 275-4 22'-11 1/2 409 22 PUR U 9.5X.082 2CP 0530936 395-4 32'-11 1/2 410 2 PUR U 9.5X.096 2CP 0530937 275-4 22'-11 1 2' 411 2 PUR U 9.5X.096 2CP 0530937 395-4 32' -ll 1 2- 415 4 LS ES P 9.5X.096 0540515 239-4 19' -Il 1 2' 417 4 LS ES P 9.5X.098 0540515 359-4 29'-11 1 2' 419 2 HS ES P 9.5X.096 0540523 239-4 19'-11 1/2" 421 2 HS ES P 9.5X.096 0540523 359-4 29'-11 1 2' 422 8 CHANNEL PUR BRACE 0544013 042-5 3'-6 19/32" 423 8 i 2 RH-RH 0544047 016-0 V-4' 424 4 E PRLN BRC ASY 0544260 049-0 4--1' 425 16 E.PRLN BRC ASY 0544260 049-0 4--l' 426 4 E PRLN BRC ASY 0544260 053-0 4'-5 427 B E PRLN BRC ASY 0544260 053-0 4'-5' 428 32 CHNL BRC - 61-11 16 0544285 5--1 3 4- - - N REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ODER DESCRIPTION: rr9e a,e 50X390X24 LRST 1:12 o :WffLER —, auw6 er: ® �Pwgoe NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL 6B,uN aY: o BUtWM811Ui8Wft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 Pio r 6r phudk". R,dMbmm North Aw"kk SYSTEM cITC n So=ati: DRAWING TLE: ROOF SECONDARY STRUCTURAL FRAMING PLAN DRW: ABI ENG CMSORUWO CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. P109 -173920-04A 1 00 30,-n- 20'-0' REVISION NO. 1 428 ]-� FRAME ��{ 428 }- [ ] OTY � 426 ]-\ PART NUMBER PART LENGTH WRK Q (TyP•) -E 4 - [ 421 1i C 427 F384 fl25 E 4213 C 427 F584 MATCH A I fl25 C 427 4a73 4151 2 1 4073 MATCH LINEAA UNE REVISION NO. 1 428 ]-� PART SCHEDULE ��{ 428 }- [ ] OTY � 426 ]-\ PART NUMBER PART LENGTH WRK Q `42131 C 427 FSB4 -E 4 - [ 421 1i C 427 F384 fl25 E 4213 C 427 F584 fl25 I fl25 C 427 4a73 4151 2 1 4073 F384 14073404 C 422 1—® FJB4 C4223--® F384 C 422 ]-� F384 C 422 }�---� 0540523 239-4 F384 F384 C 422 }- C 428 }t-® F]B4 F384 C 422 407 F33a 407 C 428 F338 FJB< F384 404 C 422 ]-�® F3B4 404 F384 C 429 ]�® C 122 ] ^® 1074073 C 428 3--® 407 407 4238 407 0544047 016-0 404 F3B4 C 429 ]F-® 424 4 C 428 ]-� F384 C 429 )-� NEE]F3B4 C 425 ]-� 407---C 0544260 049-0 407 �4 407 �4 404 F354 E 428 +ALJ NEE C 425 }r-® 4 -5 C 428 F539 CHNL BRC - 61-11/16 C 428 I 1407 C 425 F33a I 1384 407 - C 4281—® I F384 407 C 428 ]-� I F384 404 C 428 }�® F3B4 407 3 I C 428 }-� F3B4 I 407 1 C 428 3 --EE F384 I 407 3 C 428 ]--EE F3B4 I 404F3B4 C 428 ]f-{ffE I 407 3 C 428 ]-� 14073 4073 404 F3B4 C 428 NFF3-S4l F3B4 C 428 ]---® F384 C 426 ]�-® C 429 ]---® F38< C 425 }�--•� F39< 407 3 C 428 ]---® F3B4 -4043 I F384 C 428 ]-t 407 3 C 4251--® F384 fl24 14073 C 425: � F384 fl24 C 40'7 C 425 3-F384 yT,/yF1�23 C 423 3-�® T F3B4 I fl2s C 428 ]-- ® I " C 425 ]---® I C 428 ]-- I C 425 •407 I 407 I 407 I F3S4 404 I F3B4 F384 F364 C 423 ]r� C 423 ]-�� C 425 ]-�� C 425 ]-�® 417 417 417 419 424 F124 I -r 424 F124 I1_r 424 F124 F�-r 424 F124 Purlin Bruce Locctlona ] 0 - 0 1 - 0 0 1 See Note R50031 ROOF SECONDARY STRUCTURAL FRAMING PLAN REVISION NO. 2 3WLER Butler MBnufacluring BhIsBDoos BuOdlrLas North AnNrlea lno. PRODUCT OF THE ��Ngvo® ORDER ENGINEERING SYSTEM BUILDER: NORTH VALLEY BUILDING CHICO, CA PROJECT: BUILDRITE — UNIT CHICO, CA BUILDING PART SCHEDULE [ ] OTY PART NAME PART NUMBER PART LENGTH WRK Q 4041 12 1 PUR U 9.5X.067 2CP 0530934 275-4 4071 36 1 PUR U 9.5X.077 2CP 0530935 395-42- 4151 2 1 LS ES P 9.5X.096 0540515 239-4 19'-11 12' 4171 6 1 LS ES P 9.5X.096 0540515 359-4 29 -11 1 2 4191 1 1 HS ES P 9.5X.096 0540523 239-4 19'-11 1/2' 4211 3 1 HS ES P 9.5X.098 0540523 359-4 29'-11 1/2- 4221 8 1 CHANNEL PUR BRACE 0544013 042-5 V-6 19/32'- 9 32423 4238 1/2 RH-RH 0544047 016-0 1-4- 424 4 E PRLN BRC ASY 0544260 049-0 4--1' 425 16 E PRLN BRC ASY 0544260 049-0 4 -1 426 4 1 E PRLN BRC ASY 0544260 053-0 4'-5- 427 B E PRLN BRC ASY 0544260 053-0 4 -5 428 32I CHNL BRC - 61-11/16 1 0544265 5'-1 3/4" 1 4 - BUILDING ORDER DESCRIP110N: DRAWING TRLP: 50X39OX24 LRST 1:12 ROOF 20# LL + 5#CLL SECONDARY STRUCTURAL 85 MPH EXP C; CBC 07 FRAMING PLAN Ss=64. S1=26: SITE D DRW: ABI ENG: CMSORIANO CHK: BAY S OATS 2-5-10 DRAWING NUMBER: REV. D09 -17392'0-04B 1 00 ;ERNAME: aheu 01-02-2010 22:07:59 \Orders\173920\ErecDwg\FINAL ERECTION DRAWINGS\173920-4e.dwg I 9 0 0 z z O N 0 0 m 7J o 0 { z Z 1 H 0 m Z A m m = ;0 m Z 0 00 m y 1r cn g II DNX $ 41 _ co o � NXrN II +� Ln;oV) PF 0 r— mnr.. 00 N 1n $ m 0 DD ZOO OHO D C Z O1 C 0 0 2 0 �mm z j I � N v CA N O 4 I O n N N N � O O O O x O O Ti M n O z 0 D N N T� N C C7 D r D z C) z V C y 1 a , w m z 0 0 s0 FRONT ENDWALL \X sw O 0 j N N N 0 7711 A A A A W -i4 —1-0 Ti 411 3 m � (SEE DWG. 173921-04 FOR PURLIN CONNECTION TO FRAMr BM, F 2 m V W N 1 G /JJ N m N W N m m+++ N N N N N N n x m m m In N� N� A A A n rvv 0 1 r'ra-'ru--'ru NmN Z mmy rr rr NfANNNtamta mr �O mrF�a r�rrr�� aca my Z Z IN .may x V �L�(A(A XXX N W C7�� I ANNfN iD tD aD as tr fJ1N fa CG = m X C X X O O X X O $ X V $ VO V m + W Fri W mrnf°mm'U m �vv U D '9 D or�0�0�nn0�0�nn00y0y��00000y0y��0 S�FS$$$�rdaS�oa � n ryy��O t 0 aN1Np1N 0 0 pa 0 1 G G G G U 1 a 1 N 1+ Z W ." p. mOOm0O.l G m m 0 0x01 NON W to fa W NaD+G tD+Ga�m .G.. C fGf d 0 0 0 0 0 1 1 1 1 t i.4, t o m cli asmumN�fa y 1 1 1 1 1+ m om I' I I I' I I I I •� + GNtn � �•♦m + N N N + r N N N N 0 x� D FLANGE� UP RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS HS ES P 9.5X.096 540523 9 1/2' 3 1/2' 1 1/8' .096' 5/16' LS ES P 9.5X.098 540515 9 1/2' 3 1/2' 11 1/8' 1 .098' 5/16' RANGE� GA RADIUS o THICKNESS Z — SECTION DESIGN INFORMATION 6p°0 a` DETAIL F561 a USE (2 s/9• x 1 1/2' A3t�25T Hl- BOLL (09NUT PART DEPTH FLANGE I UP I THICKNESS RADIUS PUR U 9.5X.080 2CP 530933 9 1/2' 2 3/4' 1 1/16' .060' 1/4' PUR U 9.5X.087 2CP 530934 9 1/2' 2 3/4' 1 1/16' .067' 1/4' PUR U 9.5X.077 2CP 530935 9 1/2' 2 3/4' 1 1/16' .077' 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 U 9.5X.082 4CP 530942 19 1/2' 2 3/4' 1 1/8' 082' 1/4' PUR U 9.5X.096 2CP 530937 19 1/2' 2 3/4' 11 3/16' .096' 1/4' or i N (N9 o�n 00 N = to o� IW O D. A N 7 L n DATE[ 0 i DRAWN 9n PURLIN CONTINUOUS Jcup - V ROOF BEAM ROOF BEAM I / i r / PURUN 1 DETAIL F551 J PURUN USE (9) 1/2' X 1-1/2' HEX. T (0951(95) AND USE (4) 1(/r x 1-1/2' um (1) 1/4' X 6-1/4• L USE 1 1 1/2' HEX NUT (095032) AND DROP f1IN (087558) () /{' X 8-1/1' CONTINUOUS 11/p' HEX NUT 30.72) (TVP. PER EACH END) DROP PIN EACH 8) PURUN MP. PER EACH END) CONTINUOUS SPAN PURUN CONNECTION ®' PURUN CONNECTION TO EW ROOF BEAM d e SINGLE CHANNEL PURUN BRACE ®' SINGLE CHANNEL PURUN BRACE DETAIL F386 a END BAY LOCATION - 9-1/2' PURUN aDETAII F393 DETAIL F538 ENDING AT PURUN WEB LOCATION DETAIL F539 INTERMEDIATE LOCATION BEND TABS TOWARD EAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE (2) WEB AND 115E (2) SEE 11/32' N 7/B T-45 GRAY ERECTION NOTE: ERECTION NOTE: CHANNEL 11/32' r 7/8' T-43 GRAY DEWL F551 SCRUBOLT (197351) AND WHEN A CNANNFI BRACE 6 NOT ABLE TO BE CHANNEL BRACES THAT END AT A PURUN PURUN BRACE SCRUBOLT (097351) AND j SCRUBOLT NUT 097267) FOR PURUN BRACE (HEAD NUf (09 267) F ALIGNMENT WTIH ANOTHER CHANNEL BRACE WFC. E. DO NOT P( TABS TO BEND AND OUTSIDE OF LT STRUT) CONNECTION MEAD of SCRUBOLT 7O BE ON FOR A DROP PIN CONNECTION. BEND THE SECURE?. INSERT CLIP (544015) THROUGH (NERD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) CHANNEL TABS TOWARD THE PURUN WEB AND WEB SLOTS AND USE A DROP PIN TO ATTACH DETAIL F561 USE A SELF -DRILLER (097274) TO ATTACH. TO CIWiNEL BRACE O CHANNEL CHANNEL BRACE USE (1) 1/4' X 6-1/4' PURUN BRACE DROP PIN (097558) b USE (2) ----- SF1F-DPo11.91C (0972 4) WEB ENDING CUP / :V (54{015) B1 ` USE (2) S/a' X 1 1/2- A3M HI-STR6I. BOLT (897281)) AND '� REINFORCING 6p°0 a` DETAIL F561 a USE (2 s/9• x 1 1/2' A3t�25T Hl- BOLL (09NUT -�T BAY Fn_ 'W 4 ® 5/8' HEAVY HEX. NUT (095233) (SU43047) DETAIL F549 AT EAVE-TDP PURIM FLANGE AWAY FROM STRICT. 7281) 3� NOTES: -1'•G• 1• CHWOMENK. BAY s RTE: 2-5-10 50X39OX24 LRST 1:12 ROOF DRAWING NUMBER REV. SAYE PURLBI BRACE WILL NOT LINE UP DIRECTLY OVER CENTER NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL UNE OF FRAME AT PURUN SAVE sTRIIr � J LOCATION. R WILL NEED TO BE OFFSET AS SHOWN TO MATCH . 1`1 UP WRH AN EXISTING HOLE IN 2' Ss=64. S1=26: SITED D09 -173920-04D 00 THE WEB. 1,1 USE (2) 1/2' Z, HEX NUTS (093032) ° -1/4' USE (3) 11/32' X 1-1/4- T-43RUBDLT ° r ° SAVE srRlrt SCRUBOLT NUT r ° I OF SCRUBOLT B . A EAVE STRUT I TO BE ON EAVE STRUT ° OUTSIDE OF CONTINI PURUN US 1 1 ROOF BEAM i USE (6) 3/8' X 1 1/2' I i A323T HI -STRENGTH BOLT (097281) AND 5/8' ROOF BEAM OR VERTICAL SPLICE HEAVY (09523.3) EAVE NUT �VY STRUT R OOF �� USE (6) 1/2' X 1-1/2' HEX. BOLT (095195) AND COLUMN ROOF BEAM OR 1/2' HDL NUT (095032) VERTICAL SPLICE COLUMN CONTINUOUS PURUN DETAIL F124 EAVE STRUT CONNECTION TO INTERN. FRAME R.oe d� EAVE STRUT CONNECTION TO INTERN. FRAME DETAILF125 STILUT CONNECTION DETA °®m7:N.�W.E EAVE SRtUT CONN. TO INT. FRAME ENDWALL 2' %oCONTINUOUS SPAN PURUN CONNECTION DETAIL F384INTERMEDIATE LOCATION - 9-1 2' PURUM CHANNEL �4CHAN BRACE PURLIN CONTINUOUS Jcup - V ROOF BEAM ROOF BEAM I / i r / PURUN 1 DETAIL F551 J PURUN USE (9) 1/2' X 1-1/2' HEX. T (0951(95) AND USE (4) 1(/r x 1-1/2' um (1) 1/4' X 6-1/4• L USE 1 1 1/2' HEX NUT (095032) AND DROP f1IN (087558) () /{' X 8-1/1' CONTINUOUS 11/p' HEX NUT 30.72) (TVP. PER EACH END) DROP PIN EACH 8) PURUN MP. PER EACH END) CONTINUOUS SPAN PURUN CONNECTION ®' PURUN CONNECTION TO EW ROOF BEAM d e SINGLE CHANNEL PURUN BRACE ®' SINGLE CHANNEL PURUN BRACE DETAIL F386 a END BAY LOCATION - 9-1/2' PURUN aDETAII F393 DETAIL F538 ENDING AT PURUN WEB LOCATION DETAIL F539 INTERMEDIATE LOCATION BEND TABS TOWARD EAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE (2) WEB AND 115E (2) SEE 11/32' N 7/B T-45 GRAY ERECTION NOTE: ERECTION NOTE: CHANNEL 11/32' r 7/8' T-43 GRAY DEWL F551 SCRUBOLT (197351) AND WHEN A CNANNFI BRACE 6 NOT ABLE TO BE CHANNEL BRACES THAT END AT A PURUN PURUN BRACE SCRUBOLT (097351) AND j SCRUBOLT NUT 097267) FOR PURUN BRACE (HEAD NUf (09 267) F ALIGNMENT WTIH ANOTHER CHANNEL BRACE WFC. E. DO NOT P( TABS TO BEND AND OUTSIDE OF LT STRUT) CONNECTION MEAD of SCRUBOLT 7O BE ON FOR A DROP PIN CONNECTION. BEND THE SECURE?. INSERT CLIP (544015) THROUGH (NERD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) CHANNEL TABS TOWARD THE PURUN WEB AND WEB SLOTS AND USE A DROP PIN TO ATTACH DETAIL F561 USE A SELF -DRILLER (097274) TO ATTACH. TO CIWiNEL BRACE O CHANNEL CHANNEL BRACE USE (1) 1/4' X 6-1/4' PURUN BRACE DROP PIN (097558) b USE (2) ----- SF1F-DPo11.91C (0972 4) WEB ENDING CUP / :V (54{015) B1 ` ®^ CHANNEL BRACE ENDING AT PURUN WEB DETAIL F551 SELF -DRILLER WITH SENT TABS FIELD WORK 9/18' DIA HOLES IN EAVE STRUT TO ACCOMMODATE RODS. USE (8) BLDG. 1/2' HDL EAVE STRUT NUT (085032) EWE STRUT) EAVE PURUN BRACE (344280-x)(x) CANOPY PURUN EAVE BRACE STRAP (541027) EAVE SIRUP I 1 ` DETAIL F561 PURUN BRAE - ROD (544047-016) TOP AND BOTTOM CHANNEL BRACE ENDING AT PURUN WEB DETAIL F561 WEB ENDING CUP WITH DROP PIN PURUN i (SIMPLEGI� $PAN) ` I / • �� CUP (543029) ROOF BEAM- / HSE_L3ENGTH B0 T ([0997280) AND 1/2 HEAVY HEX. NUT' (095230) Olpp l 1L Nl. IGD V� FAVE PURUN y � EAVE Wim.// BRACE ASSY. �� DROP PIN USE (4) 1/2' HEX NU15 (085032) PURUN PURUN BRACE DETAIL F564 AT EAVE-TOP PURUN FLANGE TOWARD STRUCT. LINE • USE (4) 1/2' HEX Ji EAVE PURUN 3 6p°0 a` DETAIL F561 a NUTS (095032) PURUNBRACE ASSY. SINGLE SIMPLE SPAN PURUN CONNECTION 4 ® PURUN BRACE BLER ® DETAIL F549 AT EAVE-TDP PURIM FLANGE AWAY FROM STRICT. BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE ABI ENG: CMSORIANO NOTES: CHWOMENK. BAY s RTE: 2-5-10 50X39OX24 LRST 1:12 ROOF DRAWING NUMBER REV. SAYE PURLBI BRACE WILL NOT LINE UP DIRECTLY OVER CENTER NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL UNE OF FRAME AT PURUN &ftM11Uf8ckft ORDER ENGINEERING LOCATION. R WILL NEED TO BE OFFSET AS SHOWN TO MATCH . 1`1 UP WRH AN EXISTING HOLE IN 2' Ss=64. S1=26: SITED D09 -173920-04D 00 THE WEB. 1,1 USE (2) 1/2' Z, HEX NUTS (093032) -1/4' USE (3) 11/32' X 1-1/4- T-43RUBDLT o ( 708 352ANSCRUBOLT SCRUBOLT NUT (097267).(HEAD OF SCRUBOLT TO BE ON OUTSIDE OF ®^ CHANNEL BRACE ENDING AT PURUN WEB DETAIL F551 SELF -DRILLER WITH SENT TABS FIELD WORK 9/18' DIA HOLES IN EAVE STRUT TO ACCOMMODATE RODS. USE (8) BLDG. 1/2' HDL EAVE STRUT NUT (085032) EWE STRUT) EAVE PURUN BRACE (344280-x)(x) CANOPY PURUN EAVE BRACE STRAP (541027) EAVE SIRUP I 1 ` DETAIL F561 PURUN BRAE - ROD (544047-016) TOP AND BOTTOM CHANNEL BRACE ENDING AT PURUN WEB DETAIL F561 WEB ENDING CUP WITH DROP PIN PURUN i (SIMPLEGI� $PAN) ` I / • �� CUP (543029) ROOF BEAM- / HSE_L3ENGTH B0 T ([0997280) AND 1/2 HEAVY HEX. NUT' (095230) Olpp l 1L Nl. IGD V� FAVE PURUN y � EAVE Wim.// BRACE ASSY. �� DROP PIN USE (4) 1/2' HEX NU15 (085032) PURUN PURUN BRACE DETAIL F564 AT EAVE-TOP PURUN FLANGE TOWARD STRUCT. LINE • DETAIL F565 SAVE BRACE STRAP AT INTERMEDIATE FRAMES PURUN BRACE OFFSET AT PURUN LOCATION 6p°0 a` DETAIL F561 a RODS AT CANOPY OPTION AT SAVE PURUN BRACE DETAIF391 SINGLE SIMPLE SPAN PURUN CONNECTION REVISION LA0. 1 REVISION LA0. 2 BLER ® PRODUCT OF THE —� �® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE ABI ENG: CMSORIANO IM,E CHWOMENK. BAY s RTE: 2-5-10 50X39OX24 LRST 1:12 ROOF DRAWING NUMBER REV. oRAw« NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL SECONDARY STRUCTURAL &ftM11Uf8ckft ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET 1 BlueSomBundt>=North Amada,h1e. SYSTEM Ss=64. S1=26: SITED D09 -173920-04D 00 a m MATCH UNE — — - - �-- - FOR BASE ANGLE INSTALLATION SEE r DRAWINGS 1081505 AND 1081508 6247 62 47 G217 6217 A cb d Gb �J RIGHT SW STRUCTURAL ELEVATION AT GRID L FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND 0247 C217 1081508 -247 6247 30'-0'TYP)E 20'-0' 30'-0' 30'-0'_ 30'-0' 390'-6' 11 cib RIGHT SW STRUCTURAL ELEVATION AT GRID L Nen . DETAIL FIELD WORK DIMENSIONS c PART SCHEDULE N� MATCH PART NAME UNE PART LENGTH WD° K 517 �O GIRT UP 9.5X.077 I 16'-1 1 4' og 4 GIRT UP 9.5X.096 0550326 229-2 19 -1 1 4 534 2 GIRT UP 9.5X.096 0 19'-1 1/4- 2 N REVISION N0. 1 t � 0 lyh '9'-'1 4' 1 i 2 GIRT UP 9.5X.113 m OWN Dr. �t c uacJ® JIM FOR BASE ANGLE INSTALLATION SEE DRAWINGS 1081505 AND F-4-71 1081506 6247 20'-0' FRAME 30'-0' 17'-0' 23'-6' 390'-6' cb MATCH LUNE MATCH FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 6'-2 1/2' PART SCHEDULE I I OTY PART NAME PART NUMBER PART LENGTH WD° K 517 2 GIRT UP 9.5X.077 0550324 193-2 16'-1 1 4' 533 4 GIRT UP 9.5X.096 0550326 229-2 19 -1 1 4 534 2 GIRT UP 9.5X.096 0550326 229-2 19'-1 1/4- 2 535 2 GIRT UP 9.5X.096 0550326 229-2 '9'-'1 4' 1 538 2 GIRT UP 9.5X.113 0550327 349-2 —29--1 1 4' MATCH FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 1 X001 A = 6'-2 1/2' 1 8 12-10 3/4' 2 X001 A = 5'-9 5/16' 1 8 = 13'-3 27/32' C12D 13 14 cib 16 RIGHT SW STRUCTURAL ELEVATION AT GRID L REVISION NO. 2 BLMER Buft � Blu4cmBuNnoNorth AmekLMo. PRODUCT OF THE -, � ® ORDER'ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: DRW: ABI ENG: CMSORLANO 1Y17f+ o «CC= 50X39OX24 LRST 1:12 WALL SECONDARY NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL STRUCTURAL CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION c1=')a• cITF n CHI: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. 1109-173920-05A 1 00 0 in 0 0 I O I 'ut 0 in 15 ci4 13 12 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 MATCH FIELD WORK SCHEDULE PART SCHEDULE FOR BASE ANGLE INSTALLATION SEE FIELD WORK DIMENSIONS [ ] OTY PART NAME PART NUMBER PARE LENGTH FIELD Q 5051 5 1 GIRT UP 9.5X.060 0550303 193-2 16--1 1/4- 4508 Goon 5061 10 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4* soe 531 505 3 GIRT UP 9.5X.067 520 314; / 24 G � C007 0550304 229-2 6008 0008 509 / GIRT UP 9.5X.067 0550304 229-2 19'-11 4' 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 19 N '0008 \\ GIRT UP 9.5X.087 5313 5053 7 520 \ 511 ]-�— GIRT UP 9.5X.087 o 19 -11 4' TOOT 513 00°5 0008 0550304 229-2 6008 \ / 15 514 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 9 5151 1 1 GIRT UP 9.5X.087 to 19'-1 1/4 5 sat 505 GIRT UP 9.5X.067 520 3 17 c 5 Opp? 0550324 343-2 0008 0008 520 30 0005 / \ 0550324 349-2 1 tr 521 1 GIRT UP 9.5X.077 0550324 349-2M29'-11/4- 4' / \ 522 N Oo 0550324 349-21 5313 5053 523 520 3 512]-�-- \\ 0550324 349-21 'a ^ I 0007 1 0008 0008 4 0008 525 I GIRT UP 9.5X.077 0550324 349-21 4' 16 528 1 / \ 0550324 349-21 4' 14 527 531 5053 0550324 349-21 C5201C5083 528 c GIRT UP 9.5X.077 cool 4' c0oe CAoe 1 G008 0550324 349-21 in B 530 1 GIRT UP 9.5X.077 FOR BASE ANGLE 29'-1 1 4' 10 531 5 I GIRT UP 9.5X.082 0550325 271-2 22'-7 1/4- coos INSTALLATION SEE c0o8 5063 coos 320 a DRAWINGS 1081505 AND H 6. 1081506 0247 23'-8' FRAME 17'-0' 30'-0' 20'-0' 390'-6' 0 in 0 0 I O I 'ut 0 in 15 ci4 13 12 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 MATCH r--4-71 MATCH W, -O, ALALINE FIELD WORK SCHEDULE PART SCHEDULE FOR BASE ANGLE INSTALLATION SEE FIELD WORK DIMENSIONS [ ] OTY PART NAME PART NUMBER PARE LENGTH FIELD Q 5051 5 1 GIRT UP 9.5X.060 0550303 193-2 16--1 1/4- 4508 Goon 5061 10 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4* soe 5071 1 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4' 24 508 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 6 509 1 GIRT UP 9.5X.067 0550304 229-2 19'-11 4' 18 510 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 19 511 '0008 \\ GIRT UP 9.5X.087 0550304 229-2 19'-1 1/4 7 512 -L GIRT UP 9.5X.087 0550304 229-2 19 -11 4' 8 513 _L 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 15 514 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1/4' 9 5151 1 1 GIRT UP 9.5X.087 0550304 229-2 19'-1 1/4 5 516 1 GIRT UP 9.5X.067 0550304 229-2 19'-1 1 4 17 519 5 GIRT UP 9.5X.077 0550324 343-2 28'-7 1"4 520 30 GIRT UP 9.5X.077 0550324 349-2 29'-1 1/4- 4'521 521 1 GIRT UP 9.5X.077 0550324 349-2M29'-11/4- 4' 20 522 1 GIRT UP 9.5X.077 0550324 349-21 4 13 523 1 GIRT UP 9.5X.077 0550324 349-21 4' 22 524 1 GIRT UP 9.5X.077 0550324 349-21 4 11 525 1 GIRT UP 9.5X.077 0550324 349-21 4' 16 528 1 GIRT UP 9.5X.077 0550324 349-21 4' 14 527 1 GIRT UP 9.5X.077 0550324 349-21 4'23 528 1 GIRT UP 9.5X.077 0550324 349-21 4' 12 529 1 GIRT UP 9.5X.077 0550324 349-21 4' 21 530 1 GIRT UP 9.5X.077 0550324 349-2 29'-1 1 4' 10 531 5 I GIRT UP 9.5X.082 0550325 271-2 22'-7 1/4- coos r--4-71 MATCH W, -O, ALALINE FIELD WORK SCHEDULE . FOR BASE ANGLE INSTALLATION SEE FIELD WORK DIMENSIONS 5 X001 A = 8'-3 7/32' DRAWINGS 1081505 AND 1081506 Ota 6 MATCH 6247 5223--/ 7 X001 Goon 5=3 000e 520 coos soe coos 520 t® _ / 10 1 12 11 1D ab b 11 X001 A = 10'-11 25/32 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 12 X001 \�------ ( 521 / sm 5203 520 X001 A = V-8 15/32' 3 5103 5203 520 A = 13'-0 13/16' 'o 529 .. C008 \ XO01 '0008 \\ '0008 _!5 16 -15303 I (1 \ // --CM3 5203 520 520 3 GOOK 508 3 � jGooe_J 520 OOOg \\ 6008 �-{0005 0008. / 523 \ // 3 5203 520 513 A = 7'-1 11/16' B 21'-8 5/8' 22 X001 527 3 B 18'-1 3/8' 508 \x/ 520 ' 1 n G I 5203 A = V-2 3/8' 1 520 soe s20 �� ALJ / \ G008 �i—cc°sJ coos coos REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PRDJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: A81 ENG CMSORIANO 3\ 50X39OX24 LRST 1:12 WALL SECONDARY 6008 5203 0008 C5203508 C008 3 01W11t e,.: 520 S24 / \ G008 NORTH VALLEY BUILDING Oppg BUILDRITE - UNIT 1 20# LL + 5#CLL STRUCTURAL �ft� ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION ME:=ar BlumacmaBldlmnmNorthAmwIraY1D. SYSTEM / U8 \EM3 n09-173920-058 00 Oops coos 503 c0o8 5063 coos 320 \\ / r--4-71 MATCH W, -O, ALALINE FIELD WORK SCHEDULE . FOR BASE ANGLE INSTALLATION SEE FIELD WORK DIMENSIONS 5 X001 A = 8'-3 7/32' DRAWINGS 1081505 AND 1081506 Ota 6 MATCH 6247 8 15'-4 3/4- 7 X001 - LINE 30'-O'TYP)E FRAF-4-7-1 30'-0' 30'-0' - 20 -0' -- X001 A = 6'-8' B 11'-10 1/32' 9 390'-6' A = 1'-1 13/16' B 17'-10 18/16 10 1 12 11 1D ab b 11 X001 A = 10'-11 25/32 LEFT SW STRUCTURAL ELEVATION AT GRID F.9 12 X001 \�------ ( 521 / sm 5203 520 X001 A = V-8 15/32' 3 5103 5203 520 A = 13'-0 13/16' 'o 529 .. C008 \ XO01 '0008 \\ '0008 _!5 16 X001 I (1 \ // --CM3 \ / 520 520 GOOK 0008 A = 3'-8 1/2' B = 16'-2 1/8' /%`\ 1,rop8 / \ A - 4'-11 5/16' in / 523 \ X001 3 5203 520 513 A = 7'-1 11/16' B 21'-8 5/8' 22 X001 527 3 B 18'-1 3/8' 508 S20 520 ' 1 n G I �� / A = V-2 3/8' 1 B = 17'-11 3/8' r--4-71 MATCH W, -O, ALALINE NOTE: BLDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES t N FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 5 X001 A = 8'-3 7/32' B = 10'-4 15/16- 6 X001 A - 2'-11 1/8' 8 15'-4 3/4- 7 X001 A = 4'-8 17/32' 8 = 14'-1 15/16- 8 X001 A = 6'-8' B 11'-10 1/32' 9 X001 A = 1'-1 13/16' B 17'-10 18/16 10 1 X001 I A = 7'-4 5/8' 8 = 21'-11 9/16' 11 X001 A = 10'-11 25/32 B = 18'-9' 12 X001 A 5'-5 15/16' B - 24'-5 5/32- X001 A = V-8 15/32' B = 27'-5 9/32- -!3 14 X001 A = 13'-0 13/16' B = 18'-5 5/8- po XO01 A = 7'-3 7/32' B = 12'-4 3/16- _!5 16 X001 A = 12'-7 17/32' B = I6'-0 7/16' 17 X001 A = 8'-8 1/4' B 10'-9 31/32' 18 X001 A = 3'-8 1/2' B = 16'-2 1/8' 19 XO01 A - 4'-11 5/16' B = 14'-4 23/32' 20 X001 A = 1'-7 27/32' B = 27'-4 11/16' 21 Rom A = 7'-1 11/16' B 21'-8 5/8' 22 X001 A = 10'-4 1/4' B 18'-1 3/8' 23 X001 A = 4'-8 3/32' 1 8 = 23'-7 7/32' 24 X001 A = V-2 3/8' 1 B = 17'-11 3/8' NOTE: BLDR TO FIELD VERIFY ALL DIMENSION BEFORE SLOT HOLES t N FOR BASE ANGLE N 6(/t DRAWINGS 108 505�AND g N 3 MATCH Gla a47 1081508 G247 G247 C 9 LINE - 30'-0' FRAME 20'-0' 30'-0' 30'-0' 20'-0' 30'-0' , = po 390'-6' Iw LEFT SW STRUCTURAL ELEVATION AT GRID F.9 u n REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PRDJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE. DRW: A81 ENG CMSORIANO 50X39OX24 LRST 1:12 WALL SECONDARY cHK BAY s GATE z -s-10 DRAWING NUMBER:REV. ;^ ® —� �Uu0® pPAW Or. 01W11t e,.: NORTH VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL STRUCTURAL �ft� ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 ELEVATION ME:=ar BlumacmaBldlmnmNorthAmwIraY1D. SYSTEM c.=ad C1=7R• CITE n n09-173920-058 00 mom=ma: CLOSE—UP #1 CLOSE—UP #2 (QTY=2) FIELD WORK SCHEDULE b I DETAIL PART NAME m LD A PART LENGTH WOR T UP 9.5X.060 a 8 -1 1 4' T UP 9.5X.060 0 i 6'-7 1 4 T UP 9.5X.060 0550303 091-2 a T UP 9.5X.113 Is 28'-7 1/4" PROJECT: ' v DW. ABI ENG: CMSORMO d � CHK: BAY S DATE: 2-5-10 DRAWING NUMBER REv. o N cb n � CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING C1=7F CITF n 009-173920-05C 00 �+ �Z NQ; Op NZ J O c � DOOR � I � DIMENSIONS 0 i i 0 REVLON NO. 1 i H 0 OPAWN f: S f5 0 om® or. FIELD WORK SCHEDULE PART SCHEDULE DETAIL PART NAME PART NUMBER LD A PART LENGTH WOR T UP 9.5X.060 0550303 073-2 8 -1 1 4' T UP 9.5X.060 0550303 079-2 6'-7 1 4 T UP 9.5X.060 0550303 091-2 4'T 7'-7 1/4- T UP 9.5X.113 0550327 343-2 28'-7 1/4" FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 X027 A_ 5 3/8' B- 29'-0 3/4' C 5 3/8' D-3' E-7/8' F 7/8- 4 X027 A e 8 3/8' 8 v 28'-6 3/4' C a 8 3/8' D-3' E-7/8' F7/8' 14'-0' 8'-8' DOOR 1 7'-6- 1 14'-0" 13 , 30,-0, FRAME DIMENSIONS FRAME 30.-0. FRAME CLOSE—UP #3 CLOSE—UP #4 REVISION NO. 2 RMER—� ® PRODUCT OF THE �®NORTH BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TRUE: DW. ABI ENG: CMSORMO 50X39OX24 LRST 1:12 VALLEY BUILDING S BUILDRITE - UNIT 1 20# LL + 5#CLL DOOR DETAIL I Iqq=94 CHK: BAY S DATE: 2-5-10 DRAWING NUMBER REv. BOWM8flUfactlft BIIbBcopeBMYTlbmrNorth AlnerlTx,inD ORDER ENGINEERING SYSTEM CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING C1=7F CITF n 009-173920-05C 00 �+ m 'n 7'-6' 14'-0' I 8'-6' FRAME 30'-0' FRAME CLOSE—UP #5 N REGION NO. 1 �N c n oae 0 g c om® er: CLOSE—UP #6 FIELD2' . PART SCHEDULE FIELD WORK DIMENSIONS [ ] QTY PART NAME PART NUMBER PART LENGTH WORK 0 5011 1 1 GIRT UP 9.5X.060 0550303 013-2 1 -1 _lT4' 5031 4 1 GIRT UP 9.5X.060 0550303 079-2 6'-7 1/4- 4'504 5041 3 1 GIRT UP 9.5X.060 0550303 091-2 7'-7 1/4' 518 1 GIRT UP 9.5X.077 0550324 271-2 22'-7 1 4 538 3 GIRT UP 9.5X.113 0550327 349-2 29'-1 1 4' 539 4 9' RE OR HDER (.0961 G900580284 167-4 13 -11 1/2- 541 2 2 SLIDE DOOR HEADER 287-1 0580629 23-11 1 2' 542 6 2 SLIDE DOOR HEADER 359-1 0580630 1 29'- 1 2' 3 599 8 9 DOOR POST I HR3750 1 14'-6 1/2 - FIELD WORK SCHEDULE . DETAIL FIELD WORK DIMENSIONS 3 1 X027 A = 5 3/8' B - 29'-0 3/4' C = 5 3/8' D=3' E=7/8' F=7/8' 8'-6' DOOR 7'-6' 14'-0' 30'-0' FRAME DIMENSIONS FRAME 23'-6' EW CLOSE—UP #7 CLOSE—UP #8 REVISION NO. 2 PRODUCT OF THE BUILDER. PROJECT' BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: ABI ENG CMSORUWO BVr�,F,R ® �uu�® 50X390X24 LRST 1:12 CHK: BAY S DATE: 2-5-10 DRAWING NUMBER REV. CPA" o.: NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL DOOR DETAIL Butw mmu9 ORDER ENGINEERING CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWING com �: sl,bscovesu +raornlAmer�e,D SYSTEM SS=64, S1=26; SITE D 009-173920-05D 00 FLANGE� 4 UP RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FLANGE UP I THICKNESS RADIUS 9' DOOR HEADER V/ 580284 9' 3 1/2' 3/4' GIRT UP 9.5X.067 550304 5/16' 9' DOOR POST HR3750 9• 3 1/2' 3/4' 9 1/2' 5/16'SLIDE DOOR HEADER 287-1/2 580629 9'3 1/2' 1 3/8' V.096" 5/16' SLIDE DOOR HEADER 359-1/2 580630 9'3 1/2' 1 3/8• .096' 5/18' FLAN`A RADIUS o THICKNESS Z — SECTION DESIGN INFORMATION PART DEPTH FLANGE I UP THICKNESS RADIUS GIRT UP 9.5X.060 550303 9 1/2' 2 3/4' 11 1/16• .060' 1/4' GIRT UP 9.5X.067 550304 9 1/2' 2 3/4' 1 1/16' .067' 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' GIRT UP 9.5X.113 550327 9 1/2' 2 3/4' 1 1/8' .113 1/4' FIELD LOCATE 9/16' DA. FIELD LOCATE 3 HOLES IN DOOR POST 9/16' OIA HOLDS e 1 3 18• li�� 'C' ) 1FUSE .(2B)LT/085085)1/AND 1DOUBLE •C• 1/Z' MET NUT (095032) ) iHEADER f Bfo6IF 1. CUP (560132) QO_'�N►' DOUBLE 'C' iV" ay of HEADER USE (2 i 2' X 1 1/4• I " i THIN HO 90LT (098638) AND of I ' ' •�` I ��yy {�{��CLy� =ly (Cly) ♦ 1 2' XEK NUT (085032) DWIERE I 01 Alp Sx g OOOR ' ORPOST I I HEADER • \ i I POSE WI� FIELD LOCATE 9/16 COLUMN ORaip POSE (543025) DOOR HEADER DIA HOOFS IN WEB • FIELD LOCATE 9//16' ` • 1 GIA XOIJB 9V WtH , • • USE (4) 1/2' X 1 1/4' USE ♦ 1 2- X 2- A325T ` USE 8 1/2• x 2' A325T CVP 1 , DOUBLE C. 1/2 HEIL (093M) AND 1/ BOLT (T (095) AND XI- BOLT (r (095) AND (543048) HEADER DOOR POST 1/Z' HEAVY NIX. NUT (085230) CUP (513048) 1/2' HEAVY XEX. NUT (095230) " m I'a e DOUBLE 'C' HEADER TO COLUMN OR POST °®' a e DOUBLE 'C' HEADER TO COLUMN OR POST aDETAIL D005 • DOOR POST TO DOUBLE 'C' HEADER DETAIL D008 • DOOR HEADER TO DOOR POST DETAIL In • oNE HEADUA CONNI7CI10N DETAIL D012 Two HEADER CONNECTION APPSIDEWALL COLUMN SIDEWALL OR FIELD CUT�X' 1/2'SIDENALL OR OR ENOWALL POST SIDEWALL CUP (543164) ENDWALL GIRT AROUND C11�1RA1JCE ENOWALL GIRT )�N LE6CUP (N�164)CEU6 D(543164) ENOWCOLUALNLOPOST LED DOWN � FLANCEN OWN GIRT 9' DOOR POST USE (3) 1/2' X 1 1/4' GIRT q� b o sod BO 63 -------- THIN LT (096 6) -r- 1 I,_ AND 112- HEX. UT 09 2 WRAP (3) WASHER ---------�--r--------- i I 0195672) TO BACK-UP i A '\ IN CUP (543316) COLUMN I • MOUND 1/2 n I GIRT I COLUMN L FRAME FLANGE (2) 3/4' NUTS ` \ (. 4 BMC) FRAME FRAME BOM ONSIDE AND OUTSIDE ` \ USE (4) 1/2' X 1 1/4' FIANCES OF A GIRT MAY CUP (543316) USE (6) 1/2' x 1 1/4' NEX. Bar (095085 MD „2. C- --- INTERFERE WITH THE COLUMN HEIL BOLT (0950B5) MD 1/2HEX S (095032) 015 FLANGES. FIELD NOTCH GIRLS �.� 1/2' HEX. NUT (095032) GIRT CUTTING DETAIL AS REQUIRED. a o® a ea DOOR POST BASE CUP CONNECTION •` °m' DOUBLE GIRT TO COLUMN CONNECTION me �� a SINGLE GIRT TO COLUMN CONNECTION me a • FIELD NOTCH GIRT DETAIL D032 9' DOOR POST DETAIL G008 • aDETAIL G007 aDETAIL 6019 m WLU1M FLANGES WIDER THAN to' TOP FOR STRAP FOR SCRAP MEMBER CONNECTION CONNECTION SEE DETAIL SEE DETAIL G2 F � 49 c".).) SAG mow SAG STRAP CRT � I; GIRT 5440455440451/� I 9' DOOR POST I J li A ___________ FLUSH TO USE LI 1/4' MAX. 1 M H0. 190LT (098838) i g� CONNECTN)N q� COR STRAP q� FOR STRAP FOR mHAP A� (AND 1 2• MEK NUT I �) i b HA SEE DETAIL SEE DETAIL BA tF-) EQUAL SPACES EQUAL SPACES OlR I' I O9 1' BASE '' I USE (2) 1/2' X 1-1/4'•) EW SEC110N•) BAY LENGTH ANGLE L CUP (543164) HEX BOLT (09508x) AND 1101 DOWN 1/2' HEX. NUT (095032) ENDWALL SIDEWALL LENQIlf INSTALL (31 ROWS OF SAG STRAPS INSTALL. (3) ROWS OF SAG STRAPS N EACH DWALL SECTION. IN EACH SIDEWNl BAY. CORRECT ALIGNMENT MIS -ALIGNMENT ACTUAL NUMBER OF ROWS OF GBiTS ACTUAL NUMBER OF ROWS OF G9i15 (AVOID THESE CONDITIONS) MAY MAY VMY. (Z-GIRTS SHOWK ALSO APPLICABLE TO C-GIRTS) I_ aem ae• an men DETAIL 6047 SECONDARY STRUCTURAL ALIGNMENT aDETAIL G223X SINGLE GIRT TO DOOR POST CONNECTION aDETAIL G246 • SAG STRAP PLACEMEN IN THE ENDWALL aDETAIL G247 a SAG STRAP PLACEMENT IN THE SIDEWALL SAG STRAP I 1 1 GIRT 1 • I FASTENER 1 SIDEWALL OR ENOWALL SAG STRAP IS FURNISHED 20' LONG AND MUST BE FIELD CUR TO LENGTH REQUIRED. ATTACH SAD STRAP TO THE GIRT WITH SELF DIMLING SCREW 09721& SPLICE SM STRAPS AT GIRT LOCATIONS IF NECESSARY. Z --GIRT %HOw16 ALSO APPLICABLE TO GIRT. ame an• DETAIL G248 SAG STRAP TO GIRT CONNECTION REVISTION NO. 1 REVISION N0. 2 PRODUCT OF THE 11A1F: B&JTLER ® =5TROOD LIIINM 9i: BUft Moda" ORDER ENGINEERING cl®®Hlr. Bk*SwpsBill r4pPJOF(hM1 fthrm SYSTEM I GABLE ANGLE FASTENER i SAG STRAP I ENDWALL ATTACH SAG STRAP TO THE CABLE ANGLE WITH SELF DRILLING SCREW 097216. EAVE STRUT FASTENER SAG STRAP ATTACH SAG STRAP TD THE FAVE STRUT WITH SELF DRILLING SCREW 097218. DETAIL ;249 SAG STRAP TO GABLE ANGLE CONNECTION r DETAIL 6250 SAG STRAP TO EAVE STRUT CONNECTION BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: ABI ENG CMSORIANO 50X39OX24 LRST 1:12 WALL SECONDARY CNK' BAY S DATE: 2-5-10 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL STRUCTURAL ELEVATION DRAWING NUMBER REV. CHICO, CA CHICO, CA 8Ss 64, S1P 26; SITE D7 DETAIL SHEET ID09-173920-05E 00 FIELD WORK WALL PANELS R FRONT ENDWALL PANELING ELEVATION AT GRID 1 (b RIGHT SIDEWALL PANELING ELEVATION AT GRID C ob H STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRIT WALL PANELS PER DRAWING 104219 WPOO14 BBOIIJ RALLFPAN OR L -TING SCREW FASTENERS ARE 097364 (1/4 X 3/4 T-30 WPOO19 ?R1/3II L PANE7/8 L- O TORR SCRUBOLn/�E FASTENERS ARE 097361 WP0028 FOR GENERAL BRIT 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 BUT'LERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE REM aaass��a�s��aaaaa FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FIAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BRIJALLFPDR LNG SC. RTFASTENERS ARE 097365 (012 X 1 1/4' T-30 TORX REVISION NO. 1, REVISION NO. 2 J 39MER ® Blu4wpeBuOdinp>eNwMknerlm h10 PRODUCT OF THE —, % ORDER ENGINEERING SYSTEMSs=64. WALL PANEL SCHEDULE ID07Y. owaM aac�u er PART NUMBER EXT. INT. SUFE. SUFE. LENGTH DESCRIPTION W001 40 0027090 105 290-0 BRIT MT SOLAR WH W003 14 0027093 105 121-1 BRIT HDR MT SOLAR WH W004 1 0027463 105 287-5 BRIT SQ SOLAR WH W005 1 0027463 105 290-5 BRIT SQ SOLAR WH W006 1 0027463 105 293-5 BRIT SQ SOLAR WH W007 1 0027463 105 296-5 BRIT SO SOLAR WH WOOS 1 0027463 105 299-5 BRIT SQ SOLAR WH W009 1 0027463 105 302-5 BRIT SQ SOLAR WH W010 1 0027463 105 305-5 BRIT SQ SOLAR WH W011 1 0027463 105 308-5 BRII SQ SOLAR WH W012 1 0027463 105 311-5 BRII SO SOLAR WH W013 1 0027463 105 314-5 BRIT SO SOLAR WH W014 1 0027463 105 317-5 BRIT SQ SOLAR WH W015 1 0027463 105 320-5 BRIT SO SOLAR WH W016 1 0027463 105 323-5 BRII SO SOLAR WH WO17 1 1 0027463 105 326-5 BRIT SO SOLAR WH W018 1 1 0027463 105 329-5 BRIT SO SOLAR WH W019 1 1 0027463 105 332-5 BRIT SO SOLAR WH W0201 1 1 0027463 1 105 334-5 BRIT SQ SOLAR WH STANDARD NOTES: WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRIT WALL PANELS PER DRAWING 104219 WPOO14 BBOIIJ RALLFPAN OR L -TING SCREW FASTENERS ARE 097364 (1/4 X 3/4 T-30 WPOO19 ?R1/3II L PANE7/8 L- O TORR SCRUBOLn/�E FASTENERS ARE 097361 WP0028 FOR GENERAL BRIT 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 BUT'LERIB II WALL PANEL IS LEFT-TO-RIGHT. IMPORTANT APPEARANCE REM aaass��a�s��aaaaa FIELD TRIM INSULATION SO THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FIAT SURFACE OF WALL PANEL WHEN TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. WPOO86 BRIJALLFPDR LNG SC. RTFASTENERS ARE 097365 (012 X 1 1/4' T-30 TORX REVISION NO. 1, REVISION NO. 2 J 39MER ® Blu4wpeBuOdinp>eNwMknerlm h10 PRODUCT OF THE —, % ORDER ENGINEERING SYSTEMSs=64. BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: ABI ENG: CMSORIANO owaM aac�u er 1 50X39OX24 LRST 1:12 CHK: BAY S DAM- 2-5-10 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL WALL PANEL DRAWING NUMBER: FBuder�9 CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DRAWINGD S1=26; SITED 09-173920-06 er: REVISION NO. 1 MATCH WALL PANEL SCHEDULE ID EXT. INT. QW. PART NUMBER SUFF. SUFE. LENGTH DESCRIPTION W002 1 104 0027090 105 1 340-0 1 BRII MT SOLAR WH it A (TYP)ET 17'-0" 30 —0� 20'-0' 30'-0' 30'-0' rZkLIEH 390'-6' 15 cit cit a 10 LEFT SIDEWALL PANELING ELEVATION AT GRID A ' - - MATCH - r ALA 30'-0' UNE 390'-6' D LEFT SIDEWALL PANELING ELEVATION AT GRID A DRW: ABI ENG: CMSORUWO REVISION NO. 2 PRODUCT OF THE BUILDER. BUILDING ORDER DESCRIPTION: DRAWING TRLE: oae :9ff R ® �® rBUILDF 50X39OX24 LRST 1:12 CHK: BAY S DATE: 2-5-10 DRAWING NUMBER: REV. NORTH VALLEY BUILDING SITE - UNIT 1 20# LL + 5#CLL WALL PANEL mo ORDER ENGINEERING SYSTEM CHICO, CAHICO, CA 85 MPH EXP C; CBC 07 DRAWING 09-173920-06B 00 o� Blue8cWBuOdbwNwMAmwft%h1G, Ss=64, S1=26: SITE g� NI N'. O N, Di Oji C nr' V iERNAME: aheu 01-02-2010 21:13:38 \Orders\173920\EreeDwg\FINAL ERECTION DRAWINGS\173920-7a.dwg i 0 z z z 0 LA z 0 N Z CI Mtoll. CI fl u FRONT ENDWALL C Z G m = pt R99 R99 R99 R99 R99 c R99 10 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 i 0 R99 R99 R99 R99 R99 0 R99 c R99 R99 R99 R99 R99 R99 m R99 c R99 0 R99 R99 R99 R99 R99 R99 R99 R99 R99 0 R99 R99 R99 R99 R99 R99 R99 R99 0 R99 I R99 0 R99 R99 R99 R99 R99 R99 R99 0 R99 c R99 R99 0 FRONT ENDWALL P F.9 gs0'-0' Z o 50'-0' m = p x IG to r m 0 a I -8 R01 R02 R99 R02 ROI R02 RO1 R99 c R02 ROI R99 R01 R02 R01 R98 R01 R02 R01 R99 R01 3� R01 R99 m Ti R01 R98 R99 ROI R02 R01 R99 c ® ROI R99 c R02 R01 R99 R01 R02 R01 R99 R01 R02 R01 R99 R01 R02 R01 R99 R01 o R01 R99 R99 R01 0 m R01 z R01 R99 ROI {m ROI o a R01 R99 ci cn zR99 ROI R02 R01 R02 10 3 Z r R02 R99 R02 m m R02 ' R99 R02 Z R02 R99 R02 O ® R02 R99 R99 R99 0 G R99 s r = R99 n D =r R99 F o !� R99 R99 0 C D R99 O R99 Z G7 R99 R99 R99 R99 R99 coC R99 r �v R99 _ R99 i 0 m R99 s I R99 P D C R99 0 N Z R99 m a R99 N00 un LTI II �1X J _6 41 S �b o N+ .Np R99 o 0 ONi n Ln M � R99 �k (n C, z R99 1 mnr_. R99 v, 0, !v V v C o z 0 m � 0 v0 �o D m Z D C)m r 0_ 0 LA COD O fl u FRONT ENDWALL C Z G m = pt R99 R99 R99 R99 R99 c R99 10 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 R99 i 0 R99 R99 R99 R99 R99 0 R99 c R99 R99 R99 R99 R99 R99 m R99 c R99 0 R99 R99 R99 R99 R99 R99 R99 R99 R99 0 R99 R99 R99 R99 R99 R99 R99 R99 0 R99 I R99 0 R99 R99 R99 R99 R99 R99 R99 0 R99 c R99 R99 0 FRONT ENDWALL P F.9 gs0'-0' Z o 50'-0' m = p x IG to r m 0 a I -8 R01 R02 R01 R02 ROI R02 RO1 R02 ROI R02 ROI R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 ROI R02 R01 R02 R01 R02 ROI R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 R01 R02 ROI R02 ROI R02 R01 R02 R01 R02 ROI R02 R01 R02 R01 R02 ROI R02 R01 R02 ' ROI R02 R01 R02 R01 R02 ROI R02 fl el B 0 ROI R02 Y N C C O g ri REVISION NO. 1 _ 3 I EAVE ROOF PANEL ER Q II ODE1738)T BUND RIVET (TYP.) (096884) -ALUMINUM I cV OR (097124) -BUCK CONDUCTOR �CfO ITIE PIPE ISN'T PIPE (008814) I I PE) FIELD BIT ELBOW I N WALL PANEL (009294) II BBUY R�IVE�'T ( / 90' ELBOW CONDUCTOR PIPE I a E7t yT� (009294) (008614) SOFFAPLAN JOINT BUND RNEf a SEE) 5p�R CONDUCTOR SIDEWALL SOFFIT SUPPORT ((OO9SBS)) g4p471- - gEWHITE (096884) -ALUMINUM (630227) (TYP.) I a0 (SOLAit WHITE) 10SM8 OR 0097124) -BUCK ''// // nYP• 45 ELBOW WALL PANEL XO.S (087J84)32'-OPTO O.G (008737) 45' (008737 OTYm1 1 2 �+ RMER RM ® BUawManufacblftrl8 ewesoopeBLdwwNorth Ameimkm N0 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW. ABI ENG: CMSORUWO 9O ELBOW (008294) OTY-2 i _ ' SEE DRAWING 105137 SEE DRAWINGS 103223 R 104550 BRIT ROOF PANEL TO PANEL LINE SOFFIT SUPPORT INSTALLATION MMEW A SWOML 911LWNL 1 Ota 00) FOR EAVE TRIM INSTALLATION FOR GUTTER INSTALLATION FASTENER. 2'-6' O.C. ROOF PANEL PANEL TO PANEL _ FASTENER, 2'-8' O.C. BMI ROOF CLOSURE LOCK -RIVET (� ) BUTLERIB II ALONG WITH WAR (09830,1) ROOF PANEL "BAY -SAY BLUE- RIM SAVE TRIM ------- ENDWALL TRIM(��7) (BJ0272)LT 7S�RU (097196) SEE DWG. 1081166 --BAY BLUE- LOCK -RIVET .C. TRIM DRIP (09-6) (018320) FIELD GRILL 5/16' (BJ0312WALL �� BUND RIVET GUTTER (0971918 SS -0�O C. RAKE CW�NNEL KAYO DWG.188 (1 Ff. O.C.) (83007» TORR T-30 CUTTER CAVE STRUT PURUN. EAVE STRUT SELF-0RIWNC SCREW TORI( 7-30 BAY BLUE" OR EXTENSION (087384) (2'-0' O.C.) SELF -DRILLING PURUN OR (087tH FO.C.) SOFFIT TPoM EAVE STRUT WALL CLOSURE �� STRUT "SOLAR WHITE► RE WALLSEE (640334) 10'-4' LONG "BAY BL1�1RE'��SOFFIT OWGW105098AR- SEE OW01CL(.)w105098 PP EL W. P I 1/4-14 X 1' SDS 1'-0' O.G SCUP EEDWG 10511 ENDWALL BUT ERIB II PANEL BUTLERIB II PANEL (SOLAR (OB7.) h9mL 4'-0' 1/4-14 X 1' SDS SEE ERECTION DRAWING 1081835 IF RICH WIND SIDEYIALL BLIND7T 1'-0' O.C. S.W. OVERHANG (097356) 1'-0' O.C. GABLE TRIM (LIPS ARE REQUIRED SLOPE RANGE 1/4.12 THRU 1-3/4:12 1 SLOPE RANGE 1/4:!2 THRU 4:12 ENDWALL O.H. a GABLE TRIM RIGHT WITH BUTLERIB 11 ROOF °® ae H.S. EAVE TRIM W/BRII ROOF aDETAiL m ® ae GUTTER W/O WTHR. SEAL I BRII ROOF eL0® ao. GABLE TRIA DETAIL K358 BUILERIB 8 WALL PANEL W/CLOSURE (<-1:12) M059 MITERED BRO WALL PANEL W/WJLLL CLSR DETAIL M137 AT S.W. OVERHANG W/9-1/2 PuRums DETAIL K482 WALL AmAPNEF _ 3 I EAVE ROOF PANEL ER Q II ODE1738)T BUND RIVET (TYP.) (096884) -ALUMINUM I cV OR (097124) -BUCK CONDUCTOR �CfO ITIE PIPE ISN'T PIPE (008814) I I PE) FIELD BIT ELBOW I N WALL PANEL (009294) II BBUY R�IVE�'T ( / 90' ELBOW CONDUCTOR PIPE I a E7t yT� (009294) (008614) SOFFAPLAN JOINT BUND RNEf a SEE) 5p�R CONDUCTOR SIDEWALL SOFFIT SUPPORT ((OO9SBS)) g4p471- - gEWHITE (096884) -ALUMINUM (630227) (TYP.) I a0 (SOLAit WHITE) 10SM8 OR 0097124) -BUCK ''// // nYP• 45 ELBOW WALL PANEL XO.S (087J84)32'-OPTO O.G (008737) 45' (008737 OTYm1 1 2 �+ RMER RM ® BUawManufacblftrl8 ewesoopeBLdwwNorth Ameimkm N0 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW. ABI ENG: CMSORUWO 9O ELBOW (008294) OTY-2 i _ I FLOOR . EE DRAWING 105224, 105225, AND 105228 FOR DOWNSPOUT INSTALLATION SLOPE RANGE 144: 12 THRU 1:12 - LINE SOFFIT SUPPORT INSTALLATION MMEW A SWOML 911LWNL 1 Ota 00) ao® a es DETAIL K849 4 INCH DOWNSPOUT AT 10' CANOPY SOFFIT INSIDE CORNER TRIM �iNlp�OTESS: yC�T1�o W1 8 ARE IREOUIREDGDAB�LE TRIMOCUPiS5 -BAY BLUE-- ENDWALL TRIM (630307) SEE DWG. 1061166 WALL ADAPTER 830313 EE DWG. 1081166 "BAY BLUE-- TORX T-30 SELF DRILLING SCREW (097364) (2'-0' O.C.) SOFFIT TRIM (640334) 10EF-p4'E LONG - INSTALL �+BAYR BL.UI ALL TRIM �MOBDAUYLE9ZLEU SOFFIT PANEL \\ BLIND RIVET 1'-0' O.C. 097124 (BLACK) OR 096884 (ALUMINUM) 'HT WITH BUTLERIB II ROOF JRN AT EW OH W/9-1/2' PURUN REVISION NO. 2 �+ RMER RM ® BUawManufacblftrl8 ewesoopeBLdwwNorth Ameimkm PRODUCT OF THE —� �® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW. ABI ENG: CMSORUWO CHK: BAY S OATS 2-5-10 50X390X24 LRST 1:12 NORTH VALLEY BUILDING S BUILDRITE — UNIT 1 20# LL + 5#CLL EDGE OF ROOF DRAWING NUMBER: REV. CHICO, CA CHICO, CA 85 MPH EXP C; CBC 07 DETAIL SHEET Ss=64. S1=26; SITED p09-173920-078 00