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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />MIN. 1D" TREAD W/+' NOSE <br />i <br />o (' <br />8" CMU WALL <br />PAVERS <br />#4 REBAR (TYP.) <br />o <br />a <br />TOP OF <br />.� TOP OF 3LAB� <br />`0 <br />SLAB SCHEDULE <br />1/2"RADIUS OR <br />�. CHAMFER <br />[SEE <br />• <br />q <br />• <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />AND BAR QUANRITY <br />w <br />6 w <br />. .. <br />! 4 ° <br />• P a '' <br />� •'.• <br />EQ. EQ <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCHFOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />1 <br />/7- a <br />SCALE: 3/4'=V01* <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />f <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />d5 <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WI <br />1/2"x8" WEDGE ANCHOR W/7' <br />PROVIDE DEL. TOP PLATE <br />WASHER SET IN HIGH STRENGTHrr <br />a <br />EPDXY 5-1/2" EMBED. MIN. 0IT <br />p " <br />SIMPSON SPH4 OR SPHB OC MAX, <br />BTM AND TOP PLATE <br />B" CMU WALL <br />ro <br />ANCHORS W/ 106 x 1 1/2' <br />*- 0' <br />+- <br />COMMON NAILS FILL ALL <br />♦— <br />TOP OF SLAB <br />'q' TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />•� . " SEE SLAB SCHEDULE <br />4" CHAMFER (,STORY) <br />BAR SIZE 48 BAR DIA <br />f rc <br />$ <br />.4 q <br />° q 4 ,• <br />' <br />TOP OF SLAB <br />W/ IQ" ISOLATION <br />8' CHAMFER (2STORY) <br />#3 18" <br />h <br />♦ <br />° e <br />. <br />JOINT (VoHERE <br />q�— <br />• <br />• <br />APPLICABLE) <br />i ATCH STEEL <br />30" <br />8 <br />e" PVC CHASE <br />REINFORCEMENT <br />F. PER SCHEDULE <br />36' <br />THRU FOOTING <br />e" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5SCALE: <br />C <br />3/4"=1'-a' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />s <br />8" CMU WALL <br />B° <br />V <br />SLAB SCHEDULE <br />:SLAB <br />q' <br />SEE SCHEDULE <br />FOR WX0, BAR SIZE <br />AND BAR QUAWM <br />INTERIOR FOUNDATION CMU WALL <br />4 BCALE. 11,1' 1'-D' <br />1441 N. RONALD REAGAN BLYD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdosWngroup.com <br />AA #: 0003325 <br />fit. <br />Q <br />b <br />O <br />a <br />sun] At LOT. <br />ABBOTT PARK <br />LOT #23 BLK. #12 <br />PHASE: 4C <br />PROMOW <br />04181.04C-2 121 <br />MODZU <br />3EEB <br />"2260—ELSTON" <br />0A1tA0n DINDMe <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXP. C <br />mm <br />Dw10/28/21 <br />ISCALn: 1/4"=1'-0" <br />diinn'P <br />S1.1B <br />