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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? SPACING REQUIREMENTS <br />MIN. 10" TREAD W/+t" NOSE <br />PAVERS <br />#4 REBAR (TYP.) <br />o i 8" CMU WALL <br />S w <br />y, <br />TOPOFSLABY <br />,� TOP <br />�N K SEE SLAB SCHEDULE <br />Z 1/2" RADIUS OR <br />CHAMFER <br />O Q <br />14 <br />a • <br />e <br />_.�° <br />W <br />eda <br />r <br />Q <br />< ` <br />..• ny <br />wQ <br />N <br />SEE SCHEDULE <br />w <br />FOR WxD, BAR SIZE <br />w w <br />Z <br />a <br />AND BAR QUANTITY <br />A <br />a O 4 <br />• •..<°a <br />ir <br />• <br />m O <br />EQ. EQ. SEE SCHEDULE <br />� <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />r,--�INTERIOR CURB FOUNDATION CMU WALL <br />AT ALL PAVER AREAS SCALE: 12"=1'-0" <br />SCALE12"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE PLATE TO SLAB W/ <br />41rEPDXY <br />SPACING REQUIREMENTS <br />WEDGE ANCHOR <br />PROVIDE DSL. TOP PLATE ED <br />WASH STRENGTH <br />WASHER SET IN HIGH STRENGTH <br />Q 8" CMU WALL <br />5-12" EMBED. MIN. @ 16' <br />mW <br />O <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />m <br />N SEE SLAB SCHEDULE <br />ANCHORS W/ IOd <br />COMMON NAILS FILL ALL <br />O <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />TOP OF SLAB <br />°• <br />SLAB <br />s <br /><.< <br />EE SCHEDULE <br />-° • s <br />FOR WxD, BAR SIZE <br />" <br />AND BAR QUANTITY <br />' SEE SCHEDULE <br />OR WxD, BAR SIZE <br />F5 <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />INTERIOR FOUNDATION WOOD WALLFOUNDATION WOOD WALL <br />� <br />5 <br />SCALE: 3/4"=1'-0" (W� UPLIFT) <br />A R C H I T E C T S <br />6 <br />Grou inn <br />L. <br />l41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />SSTHDIV. & MI <br />SILVERADO <br />LOT #10 <br />BLK #10 <br />PROJECT# <br />03719.001-10101 <br />MODEL• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH ft. Cj <br />