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WALL BRACE ROD HILLSIDE WASHER FLAT WASHER HEX NUT 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. FRAME VARIES VARIES ROOF SECONDARY MEMBER 0 Ol 0 7/ 0 0 01 7 FLANGE BRACE (FB-) OR (SFB-)* CLIP REQ'D WITH THICK FLANGES * FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB STANDARD PURLIN ENDWALL RAFTER WHEN SUPPORT CEE- SPUCE I$ REQUIRED STANDARD PURLIN z 'A' c SUB PURLIN a u1 z 0 Z CEE SUPPORT - u Q (TYPICAL) IL W a STANDARD PURLIN on Z o PANEL RIB ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS SSR/SLR ROOF PANEL MUST BE FASTENED TO SUB PURLINS WITH CLIPS AT STANDARD LOCATIONS LOCATIONS (4) 1/4-14 STRUCTURAL (55307) TYPII CEE SUPP[ FLANGE BRACE REQUIREMENTS: v a RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. w i � SUB PURLIN RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON � L7 CROSS SECTION IS NOT ACCOMPANIED BY (2). w RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB PURLIN WHEN PART MARK 15 ACCOMPANIED BY (2).L___��VE ., RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE r CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SUB JAMB LOCATION SIDE OF THE FRAME WEB. PER DESIGN ROD BRACING AT COL. BASE BR02A1 TYPICAL FLANGE BRACE CONNECTIONS BR06BD CORNER ZONE BRACING 3—PLATE OR GAGE CONTINUOUS PURLIN UP SHOWN, CONTINOUS GIRT AND SIMPLE PURLIN AND GIRT SIMILAR. ROOF PLAN VIEW (CEE SUPPORT) 8R02A1V4 R 11/15/2005 BRO68DV7 R 11/10/2005 8RO9HFV1 136/07/2008 SELF DRILLING FASTENER OR BOLT MANUFACTURER'S FRAMES OR AT CENTERLINE OF PURLIN OR HIGHER. SUPPORT BEAMS 4 1/2" 3" 4 1/2" FIELD DRILL HOLES. ROD HANGER OR UNISTRUT AS NEEDED. 3" MAX. GAGE N I I (MIN. 1/2" A307 BOLTS ANGLE CLIP, BOLTS, UNISTRUTS, ROD HANGER ® 4" MIN. PITCH) 0 AND CLAMPS BY BUILDER. N I I L,., PURLIN PURLIN OR SUB PURLIN SECTION 'A' 4) 1/4-14 x 1 1/4" >TRUCTURAL FASTENER 55307) TYPICAL z 0 a 2 z Ua m V _ o a a U w m i V) a V) U_ Uj STANDARD GIRT -CORNER POST WHEN SUPPORT CEE SPLICE IS REQUIRED STANDARD GIRT A' SUB GIRT CEE SUPPORT - (TYPICAL) STANDARD GIRT SUB GIRT SUB JAMB LOCATION PER DESIGN BR09H7F CORNER ZONE BRACING WALL PLAN VIEW (CEE SUPPORT) BR10w/1 D8/07/2006 FINGER SHIM AS REQUIRED TYPICAL BOLTING FULL PEN WELD SPLICE PLATES, FACADE OR CANOPY CONNECTIONS WALL PANEL MUST BE FASTENED TO SUB GIRTS WITH STRUCTURAL FASTENERS AT STANDARD LOCATIONS (4) 1/4-14 x 1 T/ " STRUCTURAL FASTENER (55307) TYPICAL GIRT OR SUB GIRT CEE SUPPORT SECTION 'A' (4) 1/4-14 x 1 1/4" STRUCTURAL FASTENER (55307) TYPICAL 3" E—O. it PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) %jam 1 /2" X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR 3FB-) PURLIN NOTE: ALL BOLTS TO BE 1/2' X 1 1/2" A325 BOLTS (49080) (U.N.O.) 1/2„ X 1 1/2" A325 BOLTS (49080) WITH HARDENED WASHER EACH SIDE (TYP AT PURLIN END OF BRACE) FLANGE BRACE (FB- OR SFB-) 1 //2' DIAMETER `A I CONCRETE ANCHORS -� r (NBVP) E3 o RAKE SUB JAMB ENDPOST BEAM7� ENDPOST BEAM LOCATION IV 19 SECTION 'B' Ar w 3RIOD61 ENDPOST TOP BETWEEN PURLINS BR25C7 ENDPOST TOP BETWEEN PURLINS �- NO CAP CHANNEL — BRACED TO PURLINS ONLY NO CAP CHANNEL — BRACED TO PURI-INS ONLY BR25C7 6/23/2008 8R25C9 6/23/2006 COUPLING NUT 2. —„ { RODS THAT RED. SHOP SPLICE ARE TO BE SPIJCED BY USING ONE OF THE M7HOD9 SHOWN. COUPLING NUT SPLICE "SHOP SPLICE DETAILS" HILLSIDE WASHER, RAT rWASHER, HEX HEAD. NUT 1 REO'D. EACH END MAY BE STRAIGHT OR TAPERED MEMBER ROD LENGTH ® (AS SHOWN ON ERECTIONRA DRAWINGS) / FIRE SPRINKLER HANGER SYSTEM MUST 3/1 MIN. THREAD BOTH ENDS BE CAPABLE OF RESISTING 250 LBS. PLUS i WITHOUT TURNBUCKLE WEIGHT OF WATER FILLED PIPE PER CODE FLAT SHIM AS 7 OTHER SUSPENDED LOADS EXCEEDING 100 CLIPS, PLATES OR BOLTS REQUIRED LBS, MUST BE SUSPENDED SIMILAR TO THIS ARE BY BUILDER BETWEEN BOLTS HILLSIDE WASHER, FLAT PAD PAD 1 /" DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: WASHER, HEX HEAD. NUT ROD TURNBUCKLE 2 OR LESS REO'D. EACH END PAD SPACE FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ® I--� ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 1'-0" � � 1�-� 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION 8" 6" CONTRACTOR'S NOTE: ANY LOADS OVER 4C0 LBS. APPLIED TO MANUFACTURER'S = 2.8 KIPS PER INCH OF WELD WITH INSPECTION NOTE: FIELD CUT SHIMS TO a� a• 2'-0' MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED DESIRED DIMENSIOPS TO LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS CONCENTRATED LOAC LOADS LESS THAN 500 LBS MAY BE SUSPENDED SHIM2 ACHIEVE DESIRED RESULTS ROD LENGTH ROD LENGTH (PURLIN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE USING CLAMPS. (1 1/2„ FRJM EDGE OF FIANGE (AS SHOWN ON EREGT:JN DRAWINGS) (4 SHOWN ON ERECTION DRAWINGS) - FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR � SHIMS ARE MADE RC RJ RODS RD RK ROD AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL FROM .059" MATERIAL. ROD PADS 1 END ROD PAD BOTH ENDS UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN MFG S. CALCULATIONS. SUSPENDED LOADS EN10,411 SUSPENDED LOADS EN10A2 STANDARD SHIM PROCEDURE EN20Ai ROD BRACE ASSEMBLY DRAWING FROM PURLINS — 100 LB. LOADS OR GREATER FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION EN10A1V4 R 08/11/200B EN10A2V2 R 08/11/2009 EN2OA1V2 R 00/31/98 EN30A1V6 R 05/15/2006 PR WALL PANEL MARK NO.:WFFI IEGGOCCC F=FEET LENGTH CODE I = INCHES PR ROOF PANEL MARK NO.: R F F I I EGG0CCC E=EIGHTHS LENGTH CODE 2 1 /2" 2 1 /2" PR RIDGE PANEL MARK NO.:PFFIIEGG000C G=GAGE 0 = OPERATION LENGTH CODE C = FIN/COLOR 12' TYR 1 3/16" NP'I I-_ � EXTERIOR I SURFACE ? 2 31/32"� TYP. BEARING EDGE PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO.: R R F F I I E G G 0 C C C LENGTH CODE 36" COVERAGE 12' 1„ TYP. TYP. 2 31 /32"., TYP. RPR WALL PANEL PR ROOF & PR/RPR WALL PANELS IEN52A1V3 R 05/31/2005 EXTERIOR I 1 3/16' SURFACE 5( LI N 11-1 00 EN52A1 8 1/2 GIRTS ,/ PURLINS EN53A1V1 D9/01/2001 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. EN53A1I I NOTES RCDOAIVI 4/19/2005 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 3/16" TAPE I CONT. LOWER ROOF SHEET RC00A1 PANEL RIB ROOF PANEL ENDLAP RCO281V5 R 3/9/2001 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. F = FEET G = GAGE I = INCHES O = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D w F F I I E G G O C C C LENGTH CODE INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V x w F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) 0 t G 1 9 1 1 4 1 7 X)KwFFIIEGG LENGTH CODE SECONDARY (SPECIAL) 0 0 1 G 1 9 1 1 4 1 7 x 1I1 w x F F I I E G G LENGTH CODE ROD BPACING 0 3 R A 2 5 1 0 I E A x F F I I DIA LENGTH EN30A1III MARK NUMBER KEY UPPER ROOF SHEET .IN CX)K1K)1 = COLUMN ( PLATE) CGXx)0K = COLUMN ( GAGE) WCX)K)K)K = COLUMN (HOTROLL) RBXa)Ka = RAFTER (PLATE) BGXaaa = RAFTER (GAGE) WRXxaa = RAFTER (HOTROLL) TRXaaa = TRUSS RAFTER ICXaaa = INTERIOR COLUMN PCXaaa = PIPE COLUMN TCXaaa = TUBE COLUMN EPXx)K)K = ENDPOST (PLATE) EGXxIKe = ENDPOST ( GAGE) C3X)K1K)K = CANOPY (PLATE) DCCBXxxx = CANOPY (GAGE) CBXaaa = PIGGYBACK CANOPY BR25C9 T GA, E EIGHTHS INCHES LENGTH FEET millimeters CATEGORY 1R1B3 21=SIMPLE INTERIOR 02=SIMPLE 1' END BAY BAY NUMBER 03=SIMPLE 6" END BAY ROOF/WALL NUMBER D9.=END HOLE ONLY BUILDING SHAPE _Q.5.=INSET NOTCH THE BAY/BUNDLE CODE a=NO HOLES IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY 6" i' INTERIOR LAP END BAY END BAY BAY MEMBER DEPTHS 1' -0" 20 30 40 6 1/2', 8 1/2" 1' -6" 21 31 41 6 1 /2' , 8 1/2' 2'-0' 22 3E 42 6 1/21, 8 1/211 11 1/2" -' -0" 24 34 44 6 1.12' , 8 1/2', 11 1 /2" 4' -0' 26 36 46 6 1/2', 8 1/2', 11 1/2' EN50A1 JISECONDARY PUNCH PATTERNS FEN 5-1 A 1 COMMON GENERATED MARK NUMBERS EN5OA1V5 R 11/04/2005 3/16" x 1/4" TAPE MASTIC 1/4-14 x 7/8" ROOF CONT, (8039D)-- STITCH FSNR ANTI -CAPILLARY BEAD —� PURLIN BEARING EDGE--" 12-14 X 1 1/4" ROOF STRUCT FSNR RCO21311 I PANEL RIB ROOF PANEL SIDELAP RC0381V7 R 09/27/2005 VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY I DESCRIPTION NTS SEE RC0461 FOR STD PATTERN SEE RC0483 FOR UL90 PATTERN SEE RC0482 FOR ICE DAMMING PATTERN RC03B1 COMMON GENERATED MARK NUMBERS EN51A1V2 R 03/16/2005 PERMIT SET- For Building Dept. Approval BUILDING SED'S BUILDER Canco General Contractors JOBNO CUSTOMER Mike Mike Lynch DATE LOCATION Zephyrhiils, Florida VP BUILDINGS 4/2/2009 PROJECT VARCO PRUDEN DRAWNlCHECK Wheelblast FCJ BUILDERS PO# A BlueScope Steel Company PAGE 1162 VPC VERSION: 7"1 f 24 4/21/2009 9:30:43 "`""""" Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc.