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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MIN. 7o"TREA�WI. "NOSE <br />- <br />s <br />SPACING REQUIREMENTS <br />`s <br />8" CMU WALL <br />z <br />PAVERS <br />#4 REBAR(TYP.) <br />6"CMU WALL <br />+-0'-0"�, <br />TO SFOP ss <br />- TOP OF <br />0'-0" <br />SLAB <br />m <br />` <br />.• <br />Q <br />SEE SLAB SCHEDULE <br />1/2' RADIUS OR <br />" <br />SEE SLAB SCHEDULE <br />.,: CHAMFER <br />.� <br />-q . <br />0,-0. <br />r^F <br />TOP OF SLABIF <br />q• <br />° • L <br />\_a <br />BE SCHEDULE <br />FORWSD,ED SIZE <br />LZ�— AND BAR QUANTITY <br />a <br />� � � <br />%ANOD <br />mSEE <br />SCHEDULE <br />EQ. ELE <br />FOR Y1AD, BAR SIZE <br />AND BAR QUANTITY <br />SIZE <br />TITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />3 <br />4 <br />�- -0 <br />LAP TOP PLATE A MIN. OF 46' <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 />i <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />g <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE i/2'h9' WEDGE ANCHOR W/ 2" <br />1. <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />o y <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />i 8"CMU WALL <br />BTM AND TOP PLATE <br />R <br />ANCHORS W/ 10d x 1 1/7' <br />+- 0z, <br />COMMON NAILS FILL ALL <br />< <br />"Y. <br />TOP OF BLAB <br />q TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE,. <br />da <br />- 0'-0" <br />+TOP <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />. 4" CHAMFER (I -STORY) <br />BAR SIZE 48 BAR DIA. <br />16, <br />d9 <br />`° <br />OF SLAB a< <br />W/ ISOLATION <br />6"CHAMFER (2STORV) <br />M3 <br />. <br />JOINT(WHERE1/2' <br />• <br />#4 24 <br />a <br />° <br />APPLICABLE) <br />i MATCH STEEL <br />06 30" <br />• f <br />6" PVC CHASE <br />f REINFORCEMENT <br />#6 36 <br />SEE SCHEDULE <br />THRU FOOTING <br />ti PER SCHEDULE <br />#7 47' <br />6" PVC CHASE THRU FOOTING <br />FOR W0, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />REINFORCEMENT <br />SEE SCNEDU <br />S <br />FOR wxD, BAR ¢E <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />:THRU <br />FOOTING <br />5 BCALE:3""="°" (W/UPLIFT) <br />BCALE: 3/4"=1'-V' <br />d N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ma <br />� <br />I <br />I <br />LJ <br />SUHDIV. Be LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04B-12131 <br />MODEIr <br />3EAB <br />"1504- ALLEX" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />29 <br />DAPS:WT 10/28/21 <br />SCALE: 1/4"=1'-0" <br />B*rr= <br />S1.1B <br />