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16d FROM KING STUD TO END � <br />OF HEADER (EA END) <br />2x KING STUD <br />d FAILS @ 6" O/C ALONG FULL <br />HEIGHT <br />N31 <br />(4) 16d NAILS FROM BRACE TO JN <br />BLOCK <br />2x4 BLOCK @ EACH DIAGONAL BRACE — <br />2x4 DIAGONAL BRACE @ 48" O/C — <br />8d @ 699 O/C IN <br />H1 t <br />TRUSS (24 <br />WALL PER PLAN — NAII <br />INTO EA MEMBER OF <br />3' MIN. SPICE <br />2x TRIM STUD OR POST PER PLAN <br />header <br />SCALE. 1 S9®1 9-0AA <br />HANDRAIL TERMINATES <br />INTO WALL AT TOP AND <br />BOTTOM OF LANDINGS <br />NINOa <br />soo <br />mm,L. <br />sz&45° SHEATHING TO MATCH <br />SHEARWALL. NAIL TO <br />GABLE PER SCHEDULE. <br />(WHERE 10d NAILS ARE <br />REQ'D, USE 10d x 2" LONG.) <br />2x FLAT @ GABLE <br />BREAK SHEATHING ON <br />TOP PLATE ONLY <br />SHEARWALL PER PLAN <br />�'nlurr nrn nG AAI <br />IF SHEATHING IS NOT BROKEN <br />ON TOP PLATE, USE A35 @ 12" O/C <br />SCALE. 1 "=V-0A9 <br />4" CON <br />6 MIL VAP <br />ON COMP/ <br />00 <br />A <br />SCALE: lA'—I'—O <br />1NISH PER SCHED., <br />YP. <br />)SB TREAD <br />sB <br />I <br />JD STRINGER <br />OLID BLOCK'G W/ <br />TECH FASTENER TO <br />ONCRETE <br />�� » �E W.R. <br />BARRIER BETWEEN WOOD AND <br />CONCRETE. <br />' d <br />BIRD BLOCK AND INSL. BAFFLE <br />1-1/2" DIA HANDRAIL. COMP. ROOFING 0/ 15#99 FELT <br />0/ OSB <br />MANE. ROOF TRUSSES BY <br />FINISH PER SCHED., <br />1 AA TYP. <br />OSB & FINISH MATERIAL 4 <br />199 <br />1€$ _ OSB TREAD <br />- GWB & WALL <br />PER PLAN <br />WD KICK <br />' <br />BY STRUCT <br />LP) 01 ; :' ..:.... <br />Oar 1 <br />STAIR STRINGER - WD S RINGER <br />SEE STRUCT <br />2X4 STRONG BACK <br />EA. STRINGER` <br />(1) 5/8" GWBX <br />BLOCKING,,' <br />Sl"RB N G E R@WALL <br />R-19 INSL AT GARAGE <br />r <br />Jis <br />17 <br />Stair Detail <br />SEE WALL SECTIONS FnR S17F <br />AND SPACING OF <br />REINFORCING <br />SCALE:1 "=1 °-0° <br />«CD <br />C" <br />CD <br />NII <br />C <br />� d <br />A <br />42 �I <br />C <br />INTERIOR WALL <br />x 7 „ <br />PT SILL PLATE <br />(2) #4 BARS CONT. <br />SCALE. 1 AH-1'-0'A <br />4` DI L A 42 DIA CORNER BAR SAME2'-099 SIN 29-0 i1 IN 2'-099 MIN SIZE AS HORIZONTAL <br />WALL REINF. <br />SCALE. 199=19_099 <br />X 2 2 SCREWS <br />CUIL EE/TKIIIG <br />Foundation <br />SCALE. 1 99`19-099 <br />(2) LAYERS WATER BARRIER-\ <br />,I, UPPER FLO <br />HORIZONTALLY —ORIENTED <br />HARDI—PLANK SIDING <br />1 /4" LAP STRIP <br />FLASHING (SEE <br />DETAIL A FOR SIZE) I <br />99 <br />2 <br />1 x4 TRIM <br />DOUBLE —SIDED S.A.M. <br />WINDOW FLANGE SET IN <br />BEAD OF SEALANT. DO NOT <br />NAIL @ WINDOW HEAD <br />ROD & CAULKING <br />o <br />SULATION <br />sR SCHEDULE <br />SIMP H1 @24 O.C. <br />HEADER PER <br />PLAN INSL ALL <br />VOIDS <br />SCALE: 1 "-1'-0" <br />INSULATION <br />PER SCHEDULE <br />2X6 PL. 2X6@ 24" O.C. <br />NAIL PER SCHED <br />'2�X JOST PAR PLAN <br />INSULA1 ;N° `- f <br />PEA. SC4EDUL�_ <br />HEADER PER PLAN <br />GWBC <br />-C--- <br />I VINYL WINDOW <br />I <br />{ <br />2" x 6" PT SILL PLATE <br />—�i <br />ON COMPACTED vv`',,,- V <br />W/�" x 10' ANCHOR BOLT <br />„ <br />SAND OR GRAVEL <br />RIGID INSL W/ <br />3"x3"x-"' GALV PLATE WASHERS. <br />16 <br />----' <br />�— <br />BEVELED EDGE <br />NAIL <br />STUDS @ PI -PLATE W GALV. 16d <br />-' <br />` <br />GARAGE FLOOR <br />Co <br />F.G. <br />L i <br />i <br />X <br />- -- <br />VERTS @ 18" O.C. <br />�99 <br />�a Y <br />k� k, <br />a <br />#4 REBAR <br />M <br />HORIZONTAL #4 BARS TOP & BTM <br />D) <br />00 <br />--° <br />LJ 20,18 <br />cv <br />- <br />_ <br />C I - A '�� '� <br />H' 7 I- �' � R L, fa �� <br />I e a 6 t a, t 7 t .; <br />.m G <br />�� (�$�"'3'V II E l�N ' '� i L� L li i� c�i y� <br />1-4 <br />(2) #4 REBAR CONT. <br />100 <br />ID <br />Section <br />Foundation <br />SCALE. 1 A9-1 —09A <br />