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STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 1O" EAD W/+1" NOSE <br />d a <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o >> <br />C <br />g' CMU WALL <br />d "' <br />PAVERS OdY <br />#4 REBAR (TYP.) <br />0'1Y <br />m V <br />W <br />a <br />O <br />S' CMU WALL <br />TOP OF SLAB <br />TOP OF SM <br />N <br />m <br />SEE SLAB SCHEDULE <br />LWj <br />W <br />IW RADIUS OR <br />e CHAMFER <br />e <br />y <br />SEE SLAB SCHEDULE <br />- Y ; •`, <br />a <br />W <br />.... <br />_ <br />TOP OF SLAB <br />!/� <br />d <br />a (A <br />n — <br />•fie <br />,ee'_ f <br />SEE SCHEDULE <br />AND BAR QUANTITY <br />LAFOR WXD, BAR SIZE <br />—^� <br />w <br />w <br />j <br />2 w• <br />e <br />e " •° <br />^°` <br />• <br />EE SCHEDULE <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD,R SIZE <br />QUANTITY <br />—�kuuu��� <br />FOR WxD, BAR SIZE <br />AND BAR <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />2 <br />EXTERIOR STAIR DETAIL <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />4 INTERIOR FOUNDATION CMU WALL <br />AT ALL PAVER AREAS SCALE: 1/7'=1'-0' <br />SCALE: 1/Z'=1'-0" <br />SCALE: 3/4"=1'-(I" <br />SCALE: 3/4"=1'-(Y' <br />LAP TOP PLATE A MIN. OF 46" <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 />2 <br />D14 OR 216 WOOD BEARING PROVIDE BLOCKING <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SVP No 2 STUDS SEE <br />p } <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />C <br />PROVIDE DBL. TOP PLATE 112C WEDGE ANCHOR W/ Z' <br />U <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-t12" EMBED. MIN. 15' <br />N <br />2 <br />6" CMU WALL <br />SIMPSON SPH4 OR SPH6-LAOC MAX. <br />0 <br />m <br />BTM AND TOP PLATE <br />i <br />' <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />� <br />* 0'-(1 <br />TOP OF SLAB <br />.- 0'-0' <br />q TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA <br />Z <br />q <br />° <br />+ 0'-0" <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />#3 1e <br />L> <br />v+ <br />qa <br />TOP OF SLAB q. <br />WI 12" ISOLATION <br />6" CHAMFER (2STORY) <br />a <br />JOINT (WHERE <br />#4 24' <br />APPLICABLE) <br />2 <br />MATCH STEEL <br />36' <br />° <br />• • <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />THRU FOOTING <br />#7 42" <br />fOR WXD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />6 <br />SCALE: 3/4"=1'-0 (W/ UPLIFT) <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdealgngmupoom <br />L AA #: 0003325 <br />$ <br />1�i <br />0 <br />W <br />C <br />eUBDIV ea LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />P1tOJECT* <br />04181.000-08111 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8KiNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EM C <br />