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PAVERS <br />TOP OF SLAB <br />>a <br />IDIIE <br />SEE SCH QUANTITY <br />FOR MD, BAR SIZE <br />AND BAR QUANRfV <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-a' <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP N0 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE IT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />1/2"W" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. C 18' <br />SIMPSON SPH4 OR SPH6 <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 />OF <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />,/ INTERIOR FOUNDATION WOOD WALL <br />v scALE:3a'=r-a' (W/ UPLIFT) <br />MIN. <br />#4 REBAR (TYP.) <br />TOP OF SLAB 7- <br />1/2" RADIUS OR <br />CHAMFER <br />i. new <br />E <br />�e tim� <br />2 EXTERIOR STAIR DETAIL <br />STEEL REINFORCING IN GROUTED <br />3 CELL SEE PLAN FOR SIZE AND <br />d SPACING REQUIREMENTS <br />�V <br />0. 8" CMU WALL <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ SPACING REQUIREMENTS <br />i <br />B" CMU WALL <br />f SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTTY <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR CIA <br />H <br />24 <br />W/ 1/2" ISOLATION <br />E#4 <br />8" CHAMFER (2STORY) <br />#3 1B" <br />" <br />JOINT (WHERE <br />i <br />24" <br />APPLICABLE) <br />ATCH STEEL <br />#5 3a' <br />e" PVC CHASE <br />f <br />ti <br />REINFORCEMENT <br />PER SCHEDULE <br />#e 3S' <br />THRU FOOTING <br />#7 47' <br />SEE SCHEDULE <br />FORR, BARUANME <br />AND BAR QUANTTY <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />4' TOP OF SLAB T <br />•d <br />4� <br />d <br />B" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />EE PLAN FOR SIZE AND <br />G REQUIREMENTS <br />8"CMUWALL <br />V <br />SLAB SCHEDULE <br />R <br />"SLAB <br />d <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />4 <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL327S0 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />b <br />O <br />atnmrv. aLOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #13 <br />PROJWT1w <br />04181.000-07131 <br />monsu <br />3EEB <br />"2260-ELSTON" <br />GAluaa 8'ffWG3 <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. <br />22 <br />DATift <br />09/21/21 <br />8CALM: 1/4"=1'-0" <br />SIFT <br />S1.1B <br />