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7/16" OSB SHEATHING <br />16/24 SPAN RATED <br />EXPOSURE1 <br />STAGGERED JOINTS <br />FASTENED PER SCHE[ <br />9" OVFRHANG, <br />(IA204) rilll.� <br />03 <br />4 24,-n1, <br />,9" OVERHANG <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />= <br />W <br />I <br />\ <br />/ <br />I <br />000 <br />I <br />I <br />I <br />I <br />I <br />CA2O4 3 <br />I <br />I <br />\ <br />/ <br />I <br />I <br />I <br />1 <br />' <br />I <br />' <br />_ <br />I <br />I <br />/ <br />NZ <br />I <br />I <br />\ <br />ULE <br />I <br />I <br />I <br />BLOCKING BETWEEN TRUSSES, TYP <br />PRE-ENGINEERED ROOF TRUSSES 24" O.C. <br />1X6 FASCIA BOARD, <br />TYP ALL ROOF EDGES <br />1 A204 <br />DIAGONAL TRUSS WEB BRACING, TYP <br />I <br />DIAGONAL BOTTOM CHORD BRACING, TYP <br />CONTINOUS LATERAL BOTTOM CHORD <br />BRACING, TYP <br />2X4 OUTLOOKER BLOCKS, 24" O.C. <br />2X4 END RAFTERS <br />WALLS BELOW <br />C7 <br />z <br />ry TRUSS DESIGN <br />Lu 2 l <br />O LIVE LOAD: 25 PSF (SN01 )E I <br />°O A204 BRACING: PER TRUSS <br />DESIGN DOCUMENTS OR PER <br />SBCA BCSI GUIDE <br />ROOF FRAMING PLAN -ACCY BLDG <br />1/4" = 1'-0" <br />ANDREW <br />STEWART <br />ARCHITECT <br />11300 3rd Avenue NE Apt 340 <br />Seattle, Washington 98125 <br />405.808.5410 <br />andrew.keith.stewart@gmail.com <br />3 <br />REGISTERED <br />ARCHITECT <br />k.-. MTH STEWART <br />OP WASHINGTON <br />0 <br />0 <br />o <br />N <br />Z <br />O <br />z <br />� <br />U <br />O <br />O <br />a <br />m <br />M <br />O <br />0 <br />N <br />00 <br />♦♦^^ <br />v♦ <br />Q <br />W <br />0 <br />V <br />U <br />Q <br />� w' <br />BUILDING <br />PERMIT <br />5/14/2020 <br />REVISIONS <br /># DATE DESCRIPTION <br />1 7/3/20 COR. #1 <br />VNER TT <br />FOR PERMIT <br />ROOF FRAMING <br />PLAN <br />A105 <br />A <br />