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REINFORCING IN GROUTED <br />ZG <br />EE PLAN FOR SIZE AND <br />REQUIREMENTS <br />REINFORCING IN GROUTED <br />MIN. 10' EADWI+1" NOSE <br />d" <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />#4 REBAR JYP.)PAVERS <br />LSCF <br />PSTEEL <br />8"CMU WAIL <br />TOP OFSLAB <br />-- <br />. • TOPOF SLAB <br />SLAB SCHEDULE <br />m UZZ1/Y'RADIUS <br />SEE SLAB SCHEDULE <br />4.N <br />OR <br />°,: CHAMFER <br />b <br />L ° <br />m <br />\ a X <br />TOP OF SLAB <br />a <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />LA—°s'�00O <br />rn w <br />Fr w <br />j <br />r <br />E OJ <br />Q <br />EE SCHEDULE <br />ul <br />�EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />k <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB <br />FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />, <br />`� <br />A 4 <br />AT ALL PAVER AREAS SCALE: 1/2'=V-0" <br />SCALE: 12 =1'1T <br />SCALE: 34"=1'-0" <br />SCALE 3 4"=1' (Y' <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 />Z <br />2x4 OR 2x6 WOOD BEARING 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 />SECURE ST. PLATE TO SLAB W/ <br />0' C <br />BTM. PLATE TO BE PT. <br />1/2'k9" WEDGE ANCHOR W/ T' <br />PROVIDE DBL TOP PLATE <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />� m Z <br />8" CMU WALL <br />BTM AND TOP PLATE <br />ANCHORS W/ 1Od x 1 11Z' <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />4 TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Z w <br />> <br />° <br />- 4 <br />e <br />° <br />- <br />04 <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />O <br />a <br />TOP OF SLAB <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2STORV) <br />JOINT (WHEREAPPLICABLE) <br />Z <br />MATCH STEEL <br />im <br />CHASE <br />REINFORCEMENT6"PVC <br />PER SCHEDULE <br />6"PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />THRU FOOTING <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 />APR 1 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA M: 0003325 <br />q <br />q <br />o <br />QY <br />sQa <br />a <br />tit <br />t <br />IB <br />p❑ <br />$ <br />N <br />W <br />O <br />avBDty. ae LOT: <br />ABBOTT <br />PARK <br />LOT_# 25 <br />BLK 11 <br />PROJECT#f <br />IMG <br />4181.000- 25111 <br />ODEL& <br />"AISLE" <br />2007 <br />ARAGE S1RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH <br />