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MANUFACTURED BY: <br /> [2]ROOF BEAM RV CARPORTS <br /> [2]ROOF BEAM <br /> 6" \ <br /> a <br /> [4[3]TUBE PEAK BRACE. 10' 2.A <br /> [4]PEAK BRACE 3_B ENGINEERED BY: <br /> A.PEAK BRACE TUBE TUBE <br /> ® A.WELDED PEAK BRACE <br /> [2]ROOF BEAM A&A ENGINEERING <br /> CR'IL•STRUCTURAL <br /> MAX.6'-0" 2.B DRAWING INFORMATION <br /> [2]ROOF [4]PEAK BRACE <br /> BEAM CHANNEL 343 PROJECT: 20' WIDE <br /> B.CHANNEL PEAK BRACE LOCATION:STATE OF WASHINGTON <br /> PROJECT NO.: 711-24-1679 <br /> [4]PEAK BRACE-ATTACH W/(2) PEAK BRACE DETAILS SHEET TITLE: <br /> [23]FASTENERS E.S.(TOTAL 4 EACH SCALE:NT5 <br /> END).MAINTAIN MIN.1"EDGE FRAME DETAILS <br /> DISTANCE AND SPACING <br /> SHEET NO.: 343 / 11 <br /> B.PEAK BRACE CHANNEL <br /> PEAK BRACE CONNECTION DETAILSo CHECKED BY: OAA DATE: 1/25/24 <br /> SCALE:NT5 LEGAL INFORMATION <br /> -ANY DUPUCATION OF THIS DRAWING IN WHOLE OR <br /> PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> DE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> [6]6"LG.CONNECTOR SLEEVE. -DruW1NG5 VALID UP TO I YEAR FROM DATE OF ISSUE. <br /> FIELD BOLT W/[23]FASTENERS <br /> SEE TABLE 3-5.3 FOR N0.OF [1]COLUMN POST SEAL: <br /> FASTENERS READ. P AB U, T, <br /> 4)2 �� 0� W A S <br /> d TABLE 3-8.1:PEAK BRACE SCHEDULE ° <br /> w [3]BASE RAIL <br /> r� <br /> •£ '• r • ROOF r 0 a Yz°PET. �4 <br /> LYE LOAD � TYP. <br /> s <br /> ❑30/20 6' 10' <br /> j 35/25 TO 90/61 10' to' BASE DETAIL <br /> UJ SCALE:NTS 3 <br /> 40277 <br /> w TABLE 3-8.2:KNEE BRAGE SCHEDULE TABLE 3-B 3 FASTENER SCHEDULE � CISTOL Gt� <br /> � <br /> ❑UP TO XI 105 TO 125 SIDN � <br /> 8' 24" 4 <br /> 36" NOTE:COLUMN POST MAY BE ADJUSTED±1"FOR LEVELING. AL � <br /> 9'T012' ❑130 TO 155 6 <br /> 'J 13160 TO 155 6 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND STAMP EXPIRY: 1 1-09-2024 <br /> AND/OR CONCRETE SURFACE PROVIDED 5Y OTHERS. �$-2G-2O24 <br /> DATE SIGNED: <br />