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m�u^""..mvrno/^°v <br />ouxy�. O.C. <br />." <br />6— 16d NAILS BRACE <br />2— A35 CLIli*S BRACE <br />HORIZONTAL WEB0R� <br />MANUFACTURE PER Tl <br />NAIL TO ALL TRUSSES <br />lNgliffim <br />NOTE: <br />SPLICE AND NAIL TOP PLATES ASSHOWN ATALL EXTERIOR WALLS <br />-n' ,°. ." = "^r <br />2 — 2x3TU <br />AT HOLDOWI` <br />oonco/v cnncu^x/ur <br />~'. <br />34 CLIPS @D 12" o.c. <br />Y. EDGE NAILING PER <br />FARY&ALLSCMEDULE <br />OUTRIGGER 0 24^ o.c. <br />iRUCTURALTRU3S 2x4 <br />4TINLET STUDS @)24''o.c. <br />Y. PER PLAN <br />J 0 12"o.c.BRACE <br />STRONG BACK <br />- 2x6 DIAGONAL BRACE AT <br />DGEAND AT8'—O"o'c.MAX <br />'A35CLIPS, ONE EA. SIDE <br />BRACE <br />d @ J"o.o. 2x6CONT. TO <br />P PLATE <br />d03^o.c.TRUSS TO <br />6BLOCK <br />Y. EDGE NAILING <br />--NAIL PLYWOOD TO <br />)OUBLE STUD <br />KOODPER SHEAR WALL <br />'SON HTT5HOLOOWN. <br />ALL HOLES W/ <br />X21/2"LONG XO.102^ <br />NAILS <br />"DU\M. ALL THREAD ROD <br />EDB"MIN. !NCONC. <br />­IER 1/2"X 4" X 4~ <br />STUDS <br />PER PLAN <br />2 — 2xSTU( <br />AT HOLDOWI` <br />CONCRETE <br />FOUNDATION <br />A.B'S PER <br />SHEAR WALL <br />SCHEDULE <br />lawlLsom <br />2XVENTED SOLID BLOCKING <br />TOE NAIL VV/ 3-16d NAILS <br />AT EA. END TO TRUSS <br />PLY. PER PLAN <br />DOQPER SHEAR WALL <br />DULE <br />'ON HTT5HDLDQWN, <br />�LLHOLES W/1Gd <br />/2"UJNG xO.iG2DkAW. <br />DIAM. ALL THREAD ROD <br />DB°MIN. >NCONC. <br />ER 1 /2" X 4"X 4" <br />ELEVATION <br />HTT5 HOLDOWU <br />W; <br />Ulmiqzll <br />WD <br />am <br />cq Li <br />REVISIONS BY <br />AUG 26201e <br />JuB:161 IS <br />DRAWN. KYS <br />