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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />TEEL REINFORCING IN GROUTED <br />ELL SEE PLAN FOR SIZE AND <br />MIN. tp TREAD Wl. • N0.5E <br />_ <br />PACING REQUIREMENTS <br />8" CMU WALL <br />z <br />PAVERS <br />#4 REBAR(TYP.) <br />+• a-0„ <br />12 <br />' <br />`a8"CMU <br />WALL <br />TOP OF SLAB <br />,y <br />TOP OF SLAB <br />YS a <br />SEE SLAB SCHEDULE <br />L <br />1I7' RADIUS OR <br />`SEE <br />SLAB SCHEDULE <br />. <br />CHAMFER <br />q <br />TOP OF S. <br />SEE SCHEDULE <br />FOR NASD, ASIZEAND <br />aw <br />a <br />BAR QUANTITYSEE <br />"I.R <br />SCHEDULE <br />FOR WxD, EAR SIZE <br />LE <br />SIZE <br />AND BARQUANTITY <br />TITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL- <br />1 <br />t <br />4 <br />AT ALL PAVER AREAS SCALE: 1/2 =1'A" <br />SCALE: 1 2 =1'-0 <br />SCALE: 3 4"=1'1Y' <br />SCALE: 3/4"=1•-1• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT <br />LAP TO OCCUR OVERER STUDTUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />3 <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />4 u <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />S <br />PROVIDE DBL. TOP PLATE lfZW' WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S1(2" EMBED. MIN. 0 16' <br />z'm <br />O <br />SIMPSON SPH4 OR SPF16 OC MAX. <br />8" CMU WALL <br />BTM AND TOP PLATE <br />ANCHORS Wl 10d x 1 1/7' <br />+_ 0'-0" <br />+_ 0'd" <br />COMMON NAILS FILL ALL <br />TOP OF SLAB <br />q TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3' SEE SLAB SCHEDULE <br />f <br />- <br />- <br />EXT. PORCH SLAB <br />°. <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />BAR SIZE 48 BAR DI <br />p3 16' h <br />TOP OF SLAB <br />W/ i/7• ISOLATION <br />6'CHAMFER (2STORY) <br />. <br />JOINT (WHERE <br />f <br />#4 24 <br />q ° <br />APPLICABLE) <br />Y <br />MATCH STEEL <br />#5 30" <br />° <br />• f <br />SEE SCHEDULE <br />CHASEI <br />THRUCFOONG <br />!r <br />PER SCHEDULE <br />PER SCHEDULE <br />#6 � <br />#? 4T <br />S. PVC CHASE THRU FOOTING <br />FOR NMD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />REINFORCEMENT <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BARouANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 SCALE:3/4"=,•-�' UPLIFT) <br />6 <br />(W/ <br />SCAL E: <br />MAY <br />2 � <br />•1 N. RONALD REAGAN BL <br />LONGWOOD,FL32760 <br />PH: 407-7745078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.00m <br />AA 8: 0003325 <br />� <br />tt <br />a <br />SVHDIV. de W151 <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT# <br />04181.000-19111 <br />MODEta <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />