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MANUFACTURED BY: <br /> � Z <br /> [21 ROOF BEAM <br /> [2]ROOF REAM <br /> 1 6" 457 N. Broadway, <br /> [4B]TUB AK E PE BRACE. \ - ' Joshua, TX 76058 <br /> 10, 2.A 1-866-730-9865 <br /> A.PEAK BRACE TUBE [41 PEAK GRACE 343 <br /> TUBE ENGINEERED BY: <br /> A.WELDED PEAK GRACE <br /> [2]ROOF BEAM <br /> A&A ENGIIdEERING <br /> CIVIL•STRUCTURAL <br /> [2]ROOF DRAWING INFORMATION <br /> BEAM MAX.6'-O" 2,8 <br /> •. [4]PEAK BRACE 3 B PROJECT: 24' Wide <br /> CHANNEL LOCATION: STATE OF WASHINGTON <br /> D.CHANNEL PEAK GRACE <br /> [41 PEAK BRACE-ATTACH W/(2) PROJECT NO.: 233-24-0431 <br /> [231 FASTENERS E.S.(TOTAL 4 EACH PEAK BRACE PETAiL5�4� SHEET TITLE: <br /> END).MAINTAIN MIR 1"EDGE SCALE.Nr5 FRAME DETAILS <br /> DISTANCE AND SPACING <br /> SHEETNO.: <br /> D.PEAK BRACE CHANNEL <br /> CHECKED BY: OAA DATE:1/25/24 <br /> PEAK BRACE CONNECTION DETAiL5 <br /> SCALE:NrS `' LEGAL INFORMATION <br /> -ANY DUPUCATION OF THI5 DRAWING IN WHOLE OR <br /> PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> m [6]6"LG.CONNECTOR SLEEVE. <br /> S <br /> DRAWINGS VALID UP To I YEAR FROM DATE OF ISSUE. <br /> mrl <br /> FIELD BOLT W/[23]FASTENER SEAL: <br /> -SEE TABLFASTENERS F QD. [1]COLUMN POST �'OF <br /> W BS <br /> p� kj+ cP� <br /> TABLE 3-6.1: PEAK BRACE SCHEDULE O ��' - 0 <br /> 3 <br /> [3]BASE R• r • • ► r AIL f, p <br /> zt Z <br /> �, • r � ❑105 T0130 ❑140 T0180 Yz'RET. e' <br /> z. ❑30/20 6' 10' TYP. <br /> N ❑35/25 TO 90/61 19 10' 13A5E DETAIL <br /> SCALE:Nf5 3 � 40277 <br /> TABLE 3-8.2:KNEE BRACE SCHEDULE TABLE 3-8.3 FAST1 WIND SPEED(MPH) ENER SCHEDULE G��s� 40277 <br /> 7OUFT06 72#' 7 ❑105 TO 125 4 F FASTENEF,5!� SIAL'TO 12' ❑130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED f1"FOR LEVELING. <br /> ❑160 TO 180 8 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND STAMP EXPIRY:NOV 92024 <br /> AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: FEB 23 2024 <br />