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8dATGil O.C. <br />2x BLOCKING <br />(DRILL TO VENT <br />AS REQ'd) <br />�NEL EDGE NAILING <br />PER SW SCHEDULE <br />S H EARWALL <br />PER PLAN <br />T <br />MAKING N D ITI <br />H2.5A EA <br />TRUSS <br />-A35 PER SW SCHEDULE <br />OR RBC AT 1811 O.C. <br />BOT PLATE NAILING <br />PER SW SCHEDULE <br />EDGE NAILING <br />BdATGil O.C. <br />PER ARCH I PER ARCH <br />I '-G'! MAX <br />SHEATHING TO MATCH <br />SHEARWALL BELOW - <br />NAIL TO GABLE END TRUSS <br />PER SW SCHEDULE <br />\35 PER 5W SCHEDULE <br />PANEL EDGE NAILING <br />PER SW SCHEDULE <br />2x4 OUTLOKERS <br />AT 24" O.C. - <br />LAID FLAT SHEATHING <br />PER PLAN <br />m <br />U, I <br />2) 1 Od INTO <br />)UTLOOKER <br />—PRE-M FR <br />TRUSSES <br />PER PLAN <br />-T,=R 5=5= PR- TO DESIGN y�if <br />(RESIST <br />25 PSF WIND PRESSURE AND <br />PROVIDE LATERAL SUPPORT <br />AT TOP OF WALL BIS <br />r �I0R-9E A I &9WAI�k0, <br />ik�G1NG� MAX <br />'5VAg m tN - v aLS � <br />-m SLOG, rv5v, upow <br />TRU55 TO 5HEARWALL CONN. <br />GABLE N <br />5HEARWALL <br />SHEAKWALL <br />PER PLAN <br />FULL WIDTH VERT GRAIN BLOCKING PER PLAN <br />TO MATCH HOLDOWN STUDS / P05T <br />HOLDOWN <br />HOLDOWN <br />PER PLAN <br />JOISTS * SHEATHING PER PLAN <br />g <br />PER PLAN <br />PANEL EDGE NAILING a <br />PANEL EDGE NAILING <br />PER SW SCHEDULE <br />PER SW SCHEDULE <br />I <br />2) I Od TOE -NAILS <br />DIAPH EDGE NAILING <br />EBLOCK DIAPH EDGE NAILING <br />8d AT Gil O.C.6" <br />O.C. <br />o <br />a <br />, <br />i <br />PROVIDE CONTINUOUS <br />f <br />PT SILL PLATE w/ A.B. PER PROVIDE CONTINUOUS <br />SHEATHING BETWEEN <br />SW SCHEDULE (8"0 A.B SHEATHING BETWEEN <br />PLATES <br />AT 46" O.C. MIN) PLATES <br />RIM JOIST OR �_ <br />Q <br />RIM JOIST z <br />BEAM PER PLAN <br />_ <br />2)#4 BARS AT TOP BEAM PER PLAN� <br />(2x MIN) i <br />(2x MIN) c0 <br />#4 BARS AT 1611 O.C. <br />VERT - ALTERNATE <br />- _ <br />° <br />r® <br />HOOK DIRECTION177- o <br />- <br />#4BAR5AT IGil O.C. vz <br />HORIZ <br />FROST <br />D— LL FROST <br />DEPTH _ <br />DEPTH <br />6 ---' —(2)#4 BARS <br />PER PLAN CONT <br />f LOOK J015T5 TO fN D <br />W VA 0 11 - - 11� <br />DOT PLATE NAILING <br />PER SW SCHEDULE <br />FULL WIDTH VERT GRAIN BLOCKING <br />TO MATCH HOLDOWN STUDS / POST <br />106 AT 3" O.C. <br />JOISTS * SHEATHING <br />PER PLAN <br />(2) 1 Od TOE -NAILS <br />EA BLOCK <br />eee <br />---2x BLOCKING 1 2" <br />ie LONG MIN AT 48" O.C. <br />o <br />PT SILL PLATE w/ A.B. PER <br />a SW SCHEDULE @A.B <br />AT 46" O.C. MIN) <br />2)#4 BARS AT TOP <br />#4 BARS AT 16" O.C. <br />VERT - ALTERNATE <br />HOOK DIRECTION <br />#4 BARS AT I G" O.C. <br />T C, z HORIZ <br />-- �.- �< <br />®°. GL <br />NON-MARING CONDITION <br />TKU <br />PER. PL <br />PER PLAN <br />PANEL EDGE NAILING <br />PER SW SCHEDULE <br />BdATGil O.C. <br />HEATHING <br />PER PLAN <br />PER PLAN <br />VERIFY CONTINUOUS <br />SHEATHING BETWEEN <br />PLATES <br />w/ (3) 4" Ox3-1 /2" <br />SDS SCREWS AT <br />1 2" O.C. <br />�\NEL EDGE NAILING <br />PER SW SCHEDULE <br />ERFRAME PER <br />DETAI L <br />PER <br />S H EARWALL <br />PER PLAN <br />-BOT PLATE NAILING <br />PER SW SCHEDULE <br />-FULL WIDTH VERT <br />GRAIN BLOCKING <br />TO MATCH HOLDOWN <br />STUDS / POST <br />-(E)SHEATHING � JOISTS <br />--PT SILL PLATE w/ A.B. PER <br />SW SCHEDULE (8110 A.D <br />a <br />AT 46" O.C. MIN) <br />E) STEM WALL <br />(E) HOUSIE <br />V FOUNDATION <br />WALL PER PLAN <br />° <br /><&1 <br />Q. <br />° <br />a <br />EMBED ALL HORIZONTAL <br />REBAR 4" INTO EXISTING <br />FOUNDATION AS SHOWN <br />AND EPDXY WITH <br />SIMF'SON 'SET-XP'. <br />4" TYP <br />NEW f _ U DATI TO <br />EXISTING FOUNDATION <br />(REBAR NOT SHOWN <br />FOR CLARITY) <br />FX15TING f U N DATI N <br />E <br />0 <br />F <br />m <br />u <br />d <br />O <br />z <br />Co <br />LU <br />O � <br />` <br />L <br />ZZ <br />if .� <br />1 <br />-Qk <br />EXP. 07/17/2022 <br />DATE: <br />/ 1 1 <br />PROJECT #: <br />1-1 <br />WOOD <br />fRAMING <br />ET I L <br />3Gx24 (Arch D) <br />