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cv <br /> (2)2x STUD-NAIL <br /> SHEATHING TO EACH <br /> MEMBER W HALF OF <br /> SHEATHING NAILS 1� <br /> I�(2)2x STUD-NAIL SHEATHING TO <br /> STUD-NAIL SHEATHING <br /> SOLID BLOCKING BELOW TO EACH MEMBER w/HALF OF to <br /> TO EACH MEMBER w/HALF OF BUILT-UP STUDS SHEATHING NAILS li <br /> SHEATHING NAILS <br /> I I PER <br /> HOLD DOWN - <br /> PER PLAN NAIL STRAP STRAP HOLD DOWN PER PLAN D_' � H <br /> j STRAP HOLD DOWN PER PLAN OVER SHEATHING I UJ `c C <br /> WRAPPED AROUND BEAM- Z <br /> 1 WRAPPED AROUND BEAM- ' NAILSTRAP OVER SHEATHING <br /> NAIL STRAP OVER SHEATHING �� V' ^ <br /> SOLID BLOCKING BELOW c -' <br /> a <br /> ---- --------- --------- ; ---- ------- ---:-- BUILT-UP sruos a. w <br /> ------------ 1 <br /> 1 - ----- <br /> ,I BEAM PER PLAN <br /> Q 7 I z <br /> `,0 19 BEAM PER PLAN 18 17 16 <br /> 2x4 BLOCKING <br /> DIAPHRAGM BOUNDARY <br /> FACENAIL PER 1506 NAILING <br /> 2.4 BLOCKING �' DIAPHRAGM BOUNDARY <br /> DIAPHRAGM BOUNDARY NAILING ' S <br /> NAILING FACENAIL PER t/S06 aF +4c% <br /> 2x4 BEVELED BLOCKING i <br /> SQUASH BLKG UNDER DIAPHRAGM BOUNDARY w/(2)ROWS 12d @ B"c ' <br /> 214 LEDGER EA.SIDE W/12d POSTS/BUILT UP STUDS 2x4 LEDGER w/(2)ROWS NAILING <br /> 'i FACENAIL @ 6"oc TO BEAM (MATCH AREA) 12d @ 6"oc <br /> IX <br /> SHEATHING PER PLAN SHEATHING PER PLAN <br /> 12d TOENAILS @ 6"oc <br /> 17JOISTSPER PLAN W <br /> LL Z <br /> rf(I JOISTS PER PLAN .OF TRUSSES O <br /> I I-I L,I -- PER PLAN JOISTS PER PLAN = _ <br /> PER PL,!: 2z RIM BOARD WI 12tl <br /> DROPPED BEAM PER PLAN MONO TRUSSES PER PLAN <br /> TOENAILS Q 6"oc HANGERS PER PLAN / <br /> 2x BLOCKING @ 48^oc / ��� Q <br /> W/FLOOR SHTG EDGE FLUSH BEAM PER PLAN---JJJ HANGER PER TRUSS MFR > <br /> NAILING <br /> SEE tIS08 DROPPED BEAM PER PLAN J <br /> 15 14 FON COMMONS 13 12 11 O w <br /> ---- --- - ----- _ J o0 <br /> TW Q <br /> FACE NAIL PER 1/S06 i <br /> DIAPHRAGM BOUNDARY DIAPHRAGM BOUNDARY <br /> NAILING NAILING <br /> - 2x BLOCKING <br /> 2x4 BLOCKING EA.SIDE WI 12d SHEATHING PER PLAN 2x BLOCKING <br /> FACENAIL @ 6"oc TO BEAM <br /> SHEATHING PER PLAN <br /> w <br /> 37of <br /> ---- - j <br /> SHEAR WALL EDGE NAILING \� W <br /> JOISTS PER PLAN I JOISTS PER PLAN SHEAR WALL rn <br /> LL <br /> BEAM PER PLAN i / EDGE NAILING �// 0 <br /> A36 EA.BLOCK �5<x L_ HEADER PER PLAN _ LL <br /> WHERE OCCURS A36 EA BLOCK <br /> _ POS"f PER FLAN ... ( ) HEADER PER PLAN <br /> �rOTi6111 rLUSH 6L... (WHERE OCCURS) <br /> POST CAPPER PLAN PER PLAN 2x STUD WALL PER PLAN <br /> CONT.TOP PLATE CONT.TOP PLATE U <br /> (SPLICE PER 18/SOB) (SPLICE PER 18/SO6) 2x STUD WALL PER PLAN <br /> SHEATHING PER 1/506 �- W Z <br /> SHEATHING PER 11SO6 Q <br /> SEE 3,So8 ..I 2FOR CALL-OUT, �,j <br /> 1 o IN COMMON 9 $ 6 0 <br /> DIAPHRAGM BOUNDARY <br /> NAILING <br /> SQUASH BLKG UNDER DIAPHRAGM BOUNDARY <br /> NAILING <br /> POSTS/BUILT UP STUDS <br /> (MATCH AREA) SQUASH BLK'G UNDER <br /> 2x SPAClNli POSTS/BUILT UP STUDS <br /> ALT SPACES DIAPHRAGM BOUNDARY 12d 6"oc TO RIM <br /> NAILING @ (MATCH AREA) 12d @ 6"oc TO RIM <br /> SFIEA I RING PER:'LAN SHEATHING PER PLAN SHEATHING PER PLAN k <br /> 72d TOENAIL @ 6"ac SHEATHING PER PLAN \ \ <br /> SHEAR WALL EDGE NAILING �\ SHEAR WALL EDGE NAILING � <br /> m <br /> g <br /> FLU511 BEAM PER PLAN- — --SPLICE SHEATHING SPLICE SHEATHING SPLICE SHEATHING <br /> (SEE 2,S08) <br /> g <br /> JOISTS P'_k P- , JOISTS PER PLAN SHEAR WALL EDGE NAILING JOISTS PER PLAN SHEAR WALL EDGE NAIUNG F <br /> �_ JOISTS PER PLAN HANGERS PER PLAN 2x RIM BOARD L HEADER PER PLAN L_ HEADER PER PLAN N <br /> DROPPED BEAM 2x BLOCKING @ 48"oc (WHERE OCCURS) 2.RIM BOARD (WHERE OCCURS) <br /> PER PLAN FLUSH BEAM PER PLAN W/FLOOR SHTG > o <br /> EDGE NAILING 2z GTUD WALL PER PIAN 2z STUD WALL PER PLAN <br /> CONT.TOP PLATE CONT,TOPP LATE <br /> (SPLICE PER 18IS06) SHEATHING PER VS06 (SPLICE PER 18/SO6) �—SHEATHING PER i/SOB `^• <br /> -SEE L.LMO. J O 8 <br /> FIR CALL-GUTS J 6 4 3 2 1 <br /> IN C MMGN <br />