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DIAPH EDGE NAILING <br />8dATGil O.C. <br />2x BLOCKING <br />(DRILL TO VENT <br />AS REQ'd) <br />FASCIA <br />PER ARCH <br />PER ARCH <br />PANEL EDGE NAILING <br />PER SW SCHEDULE <br />S H EARWALL <br />PER PLAN <br />PER PLAN <br />PER PLAN <br />HOLDOWN <br />PER PLAN <br />_ PT SILL PLATE W/ <br />5/8" O A. B, PER SW <br />SCHEDULE (48" O.C. MAX) <br />PANEL EDGE NAILING_ <br />PER SW SCHEDULE <br />S PER <br />PLAN <br />H2,5A EA <br />TRUSS <br />A35 PER SW SCHEDULE <br />OR RBC AT 18" O,C. <br />SHEATHING <br />E)JOISTS <br />DULE <br />f LOOK J015T5 TO SHEAKWALL <br />MAKING K <br />z_ <br />>fI <br />_ <br />C) > <br />In � <br />=11 <br />o � <br />ry <br />n-- CL <br />III=1 <br />— <br />II�� <br />d <br />6" <br />PER PLAN <br />(2)LAYER5 OF 90# FELT <br />OR EQUIVALENT <br />SLAB ON GRADE <br />PER PLAN <br />;2)#4 BARS AT TOP <br />#4 PARS AT 1811 <br />8" O.C. <br />VERT - ALTERNATE <br />HOOK DIRECTION <br />44 BARS AT 1811 O.C. <br />HORIZ <br />-REINF PER <br />SCHEDULE <br />DIAPH EDGE NAILING <br />8d AT 6" O.C. <br />PER ARCH <br />PER ARCH <br />I '-6"' MAX <br />SHEATHING TO MATCH <br />SHEARWALL BELOW - <br />NAIL TO GABLE END TRUSS <br />PER SW SCHEDULE <br />EDULE <br />PANEL EDGE NAILING <br />PER SW SCHEDULE <br />H EARWALL <br />PER PLAN <br />A3S <br />65 <br />2x4 OUTLOOKERS <br />AT 24" O.C. - <br />LAID FLAT SHEATHING <br />PER PLAN <br />2) �Od INTO <br />��TLOOKER <br />PRE-MFR <br />TRUSSES <br />PER PLAN <br />`--TRUU55 MFR TO DESIGN <br />GAPLE�EOD TRUSS TO KEESIST <br />25 PSF WI-NOPRESSURE AND <br />PROVIDE LATERAL PPORT <br />AT TOP OF OLYORUSS <br />DOT CHORD BRACING�OR/AND <br />DRIDG,ING, <br />TRU55 TO 5HEARWALL <br />_- . <br />SW SCHEDULE <br />LOOK <br />NON —BEARING CONDITION <br />EMBED ALL HORIZONTAL <br />REBAR 4" INTO EXISTING <br />FOUNDATION AS SHOWN <br />V FOUNDATION AND EPDXY WITH <br />WALL PER PLAN SIMPSON 'SET-XP'. <br />d <br />Qad <br />d. d <br />4 <br />4 <br />a <br />Q <br />a <br />4 <br />a <br />a <br />4 <br />Q <br />4" TYP <br />NEW _ _ <br />ATION TO <br />SHEATHING <br />JOISTS <br />EXISTING FOUNDATION <br />(REDAR NOT SHOWN <br />FOR CLARITY) <br />8d AT 4" O.C. <br />PER PLAN <br />ER <br />:HFDI )i F <br />F 5�� <br />PERMIT <br />