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jT — MANUFACTURED BY: <br /> [2]ROOF BEAM \\`\ <br /> JA <br /> II <br /> [21]DB BRACKET. 6"X 6"X 14GA PL. � <br /> SECURE TO POST BRACKET.SECURE <br /> AND DIAGONAL TO POST AND �f \ III �/= RV CARPORTS <br /> BRACES W/(7)[23] ° DIAGONAL BRACES <br /> FASTENER AS °°°jI W/(6)[23] III \ t'n <br /> SHOWN FASTENERS ASS <br /> SHOWN \\� \\\� <br /> / \� <br /> 1 COLUMN POST \\ \\ <br /> [19]DIAGONAL [] <br /> AT CORNER <br /> BRACES ENGINEERED BY: <br /> ❑OPTION-A ❑OPTION-B \�� \� � <br /> DIAGONAL BRACE TOP CORNER CONN. DETAIL*�1 <br /> 5CALE NT5 <br /> A&A ENGINEERING <br /> RIB•STRUCTURAL <br /> [1]COLUMN POST OR <> > <br /> 9 <br /> III <br /> (11]END WALL POST 7"X 7"X 14GA PL. DRAWING INFORMATION <br /> BRACKET.SECURE PROJECT: 20' WIDE <br /> TO POST AND[19]DIAGONAL/ s •�,.; DIAGONAL BRACES 3 9 LocnrloN:STATE OF WASHiNGTON <br /> HORZ.BRACES W/(14)[23] 9 PROJECT NO.: 711-24-1679 <br /> FASTENERS AS SHEET TITLE: <br /> [21]Pb B SHOWN RACKET.SECURE 3 CORNER BRACiN6 <br /> TO POST AND DIAGONAL CORNER DIAGONAL <br /> BRACES W/(7)[23] BRACING-SEE NOTE5 9 DETAILS <br /> FASTENERS AS SHOWN ❑OPTON-A ❑OPTION B FOR REQUIREMENTS SHEET NO.: 9 / 11 <br /> DIAGONAL BRACE-POST CONN. DETAIL*�� DIAGONAL BRACING AT CORNERS <br /> 5CALE:NT5 �' SCALE:NT5 CHECKED BY: OAA DATE: 1/25/24 <br /> LEGAL INFORMATION <br /> -ANY DUPUCATION OF TH15 DRAIMNG IN WHOLE OR <br /> PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL <br /> BE PR05ECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> -DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE. <br /> 7"X7"X14GAPL. <br /> [1]COLUMN P05T BRACKET.SECURE TO SEAL: <br /> [21]DB BRACKET.SECURE P05T AND DIAGONAL . AB U, T, <br /> TO P05T AND DIAGONAL BRACES Wl(14)[23] 1 <br /> BRACES W/(7)[23] FASTENERS AS SHOWN �+4 OV w A Sqj� <br /> N FASTENERS AS SHOWN CORNER BRACING NOTES: <br /> [19]DIAGONAL BRACES 1, DIAGONAL BRACING AT BUILDING CORNER515 REQUIRED FOR ALL �� O <br /> z BUILDINGS IN LOCATIONS WHERE WIND SPEED 15140 MPH OR GREATER. Z <br /> o [3]BASE RAIL <br /> FOR 3 SIPED ENCLOSED BUILDINGS 140 MPH OR GREATER WIND SPEED <br /> THE BUILDING MUST BE DESIGNED WITH OPEN BUILDING SPACING <br /> lu •••• AND DIAGONAL BRACING IS REQUIRED ON ALL ENCLOSED WALLS. 40277 <br /> T ❑OPTION-A ❑OPTION-B 2. 51DE-WALL DIAGONAL BRACING 15 REQUIRED WHEN THE ADJACENT O�� FGISTERti t <br /> v END-WALL 15 PARTIALLY ENCLOSED. s`sI01�iAL <br /> DIAGONAL BRACE BOT.CORNER CONN. DETAIL* 3 3. ALL BUILDINGS WITH IRREGULAR ENCLOSURE(SEE SHEET 5)WILL REQUIRE <br /> scALE:NT5 51PE-WALL BRACING CL05E TO THE PARTIALLY ENCL05EP END-WALL. i r� <br /> '+ - STAMP EXPIRY: 1 1-09-2024 <br /> "INSIDE VIEW SHOWN FOR CLARITY DATE SIGNED: 08-26-2024 <br />