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PAVERS <br />TOP OF SLAB Y' <br />>A <br />1w; <br />SLZ�_ EESCHEDULE <br />FOR WrD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-(Y' <br />LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 216 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/1Odx 112" <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE ST. PLATE TO SLAB W/ <br />1/2119' WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. MIN. C 16' <br />OC MAX. <br />SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ 1P2 ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE— <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:3/4"=r-0' (W/ UPLIFT) <br />MIN. 10' READ WH1' <br />OSE <br />#4 REBAR (TYP.) <br />.1 <br />TOPS <br />l.., <br />12" RADIUS OR <br />CHAMFER <br />z.'. <br />16 <br />�w <br />z <br />2 EXTERIOR STAIR DETAIL <br />SCALE: 1M2"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />b <br />8"CMU WALL <br />"" <br />• SEE SLAB SCHEDULE� <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2STORY) <br />MATCH STEEL <br />s <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR BAR 312E <br />BAR <br />AND BAR QUANTITY <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— W CMU WALL <br />r-SEE SLAB SCHEDULE <br />SEESCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />TOP OF SLAB T _4. TOP OF SLAB T <br />4'' <br />BAR SIZE 48 BAR DIA. f "•4 <br />#3 18'4 br '�.' 4 <br />#4 24" <br />4a <br />#s 3(Y' <br />#6 36" 6' PVC CHASE THRU FOOTING <br />#7 42" <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />THRU FOOTING <br />6 SCALE 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />a2 <br />8" CMU WALL <br />AEU <br />S" <br />f-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR MD. MR SIZE <br />AND BAR QUANTITY <br />4 INTERIOR FOUNDATION CMU WALL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA S: 0003326 <br />lit <br />9 <br />sVHDIV. da LOT: <br />ABBOTT PARK <br />LOT# 36 <br />BLK. 7 <br />PROJECT# <br />04181.000-36071 <br />MODE7t <br />3EAB <br />"1504-ALLE)C' <br />GARAGE 9MING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EV, C <br />1 <br />aA M' 06/14/21 <br />mcALE: 1/4"=1'-0" <br />GREET <br />S1.1B <br />