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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. 10" EAD W/+1" NOSE <br />d ^ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o >ar <br />dd <br />Er'CMU WALL <br />PAVERS <br />#9 REBAR (TYP.) <br />w <br />0 <br />8"CMU WALL <br />TOP OF SLAB o <br />—.— <br />• TOP OF SLAB � <br />p. <br />w <br />< <br />SEE SLAB SCHEDULE <br />w <br />a <br />g. <br />12"RADIUS OR <br />m <br />O <br />SEE SLAB SCHEDULE <br />N <br />co Q•.NSEE <br />CHAMFER <br />QFOR <br />SCHEDULE <br />WxD, BAR SIZE <br />BAR QUANTITY <br />LA—°•Lu <br />� <br />w <br />i $ wAND <br />ZANDBARQUANTITY <br />EE SCHEDULE <br />a <br />SEE SCHEDULE <br />WxD, BAR SIZE <br />kR <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />FOUNDATION CMU WALL <br />1 <br />,INTERIOR <br />AT ALL PAVER AREAS SCALE: 12"=1'-0" <br />SCALE: 12 =1'-0" <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />1! <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN ' <br />2x4 OR D16 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />12"x9" WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 642" EMBED. MIN. 0 1S' <br />SIMPSON SPH4 OR SPHS <br />OC MAX, <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/7' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />rSEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 SCALE: 3/4"=1'-0' (W� UPLIFT) <br />EXT. PORCH SLAB <br />W/ 12ISOLATION <br />JOINT(WERE APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />` <br />SPACING REQUIREMENTS <br />W <br />U <br />00U) <br />.� Z <br />8" CMU WALL <br />SEE SLAB SCHEDULE <br />4" CHAMFER I' TORY) <br />6" CHAMFER (2-STORY) <br />• <br />Z <br />MATCH STEEL <br />E <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />0'�SEESCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />zW <br />BAR SIZE1 48 BAR DIA. <br />PVC CHASE <br />THRU FOOTING <br />6 <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-174-6078 <br />FAX: 407-774-4078 <br />www.aWeelgngroup.com <br />AA #: 0003326 <br />b <br />a <br />H <br />W <br />O <br />L J <br />SUBDIV. eg L.071 <br />ABBOTT PARK <br />LOT #36 <br />BLK #12 <br />P3tojmcT# <br />04181.000- 36121 <br />MODZIs <br />3EEB <br />"2260-ELSTON" <br />OAItAGZ OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E)R C <br />