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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? <br />SPACING REQUIREMENTS <br />MIN. 10" JREAD W/+1" NOSE <br />8" CMU WALL <br />PAVERS <br />#4 REBAR(TYP.) <br />_ 0'L"w <br />w <br />m O <br />W <br />TOP OHM— <br />—'— <br />y TOP OF SLAB <br />y <br />Q SEE SLAB SCHEDULE <br />Z <br />1/2' RADIUS OR <br />CHAMFER <br />CL <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />co <br />(6 <br />z w <br />An° <br />z 3 w <br />° <br />° <br />/ I AND BAR QUANTITY <br />j <br />O <br />• <br />v.. <°Q <br />---[[[---- <br />EQ. <br />EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION CMU WALL <br />2 <br />3 <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />41r <br />p }} <br />C <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO SLAB W/ <br />W <br />STEEL REINFORCING IN GROUTED <br />PROVIDE DEL. TOP PLATE <br />117k6" WEDGE ANCHOR W/ 2" <br />m <br />CELL SEE PLAN FOR SIZE AND <br />WASHER SET IN HIGH STRENGTH <br />Z SPACING REQUIREMENTS <br />SIMPSON SPH4 O R SPH6 <br />EPDXY 5-1/Z' EMBED. MIN. @ 16" <br />OC MAX. <br />N i <br />8"CMU WALL <br />BTM AND TOP PLATE <br />- ro i <br />O 8"CMU WALL <br />ANCHORS W/ 1. x 1 1/Y' <br />w <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />° TOP OF SLAB <br />m U <br />N SEE SLAB SCHEDULE <br />HOLES, DO NOT USE 10d <br />z9 <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />Z K <br />w <br />> <br />° <br />a <br />O <br />+ <br />PORCH <br />�� <br />< <br />4" CHAMFER(1STORY) <br />#3 IF�-y0 <br />- <br />+- 0'-d' <br />TOP OF SLAB°` <br />12"ISOLATION <br />6"CHAMFER (2STORY) <br />. <br />TOP OF SLAB a• <br />JOINT (WHERE <br />4 <br />24 <br />°• <br />° <br />° <br />a <br />APPLICABLE) <br />Z <br />i <br />MATCH STEEL <br />REINFORCEMENT <br />05 3d' <br />° <br />° <br />• 8 <br />6" PVC CHASE <br />N <br />PER SCHEDULE <br />36 <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />THRU FOOTING <br />.- <br />#7 42' <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, <br />MATCH STEEL <br />AND BAR QBUANTIITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION CMU WALL <br />INTEROOR <br />FOUNDATION WOOD WALL <br />THRU FOOTING <br />4 scALE: a/a"=r-o" <br />5 <br />(W/ UPLIFT) <br />6 <br />J <br />Ii N. RONALD REAGAN 81 <br />LONGWOOD, FL32780 <br />PH: 407.774.6078 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />�Qs <br />m� <br />F <br />� <br />n <br />SUBDIV. & L07, <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />MODEU <br />2554-E301- <br />"DARWIN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />16VXPH QtV <br />