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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 AND <br />MIN. 10' READ w/+ ^ E <br />i <br />NT <br />SPACING REQUIREMENTS <br />o <br />8" CMU WALL <br />PAVERS' <br />p4 REBAR (TYP.) <br />B" CMU WALL <br />TOP OF 8LA8 <br />" '+�^e� TOPS <br />•' <br />!. <br />1. ,7� <br />SEE SLAB SCHEDULE <br />.1 <br />12" RADIUS OR <br />> <br />= <br />SEE SLAB SCHEDULE <br />1R.als <br />.,' . CHAMFER <br />4 . <br />E <br />w <br />4 <br />.-�; �'.:' <br />TOP OF SLAB <br />=a• <br />16 <br />a� <br />'�..� <br />.a.�. '., �. <br />I— SEESCHEDULE <br />R FOR , &4MRR SIZE <br />AND MBARV <br />w <br />6 <br />y ..•• <br />-, 4 <br />}. wU <br />SEE SCHEDULE <br />' <br />EO. EQ. <br />FOR BAR SIZE <br />SEE D. BAR SIZE <br />FOR BAR SIZE <br />BAD, <br />AND BAR DUANmY <br />BAR <br />AND BAR OUANTRY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2 <br />9 <br />4 <br />AT ALL PAVER AREAS SCALE' 1/2"=,'-0" <br />SCALE' 12'=1'-0" <br />SCALE: 314"=T-V' <br />LAP TOP PLATE A MIN. OF 4S' <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 />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W! SYP No 2 STUDS SEE <br />^ <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />$ <br />PROVIDE DBL. TOP PLATE 12'W" WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S12' EMBED. MIN. 16' <br />i <br />rn <br />0 <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />8" CMU WALL <br />ANCHORS W/10dx 112'+-0'-0" <br />COMMON NAILS FILL ALL <br />_ <br />TOP OF SLAB <br />yq TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />•� • <br />•' <br />x 3" SEE SLAB SCHEDULE <br />EXT. PORCH SLABBAR*OSIZE <br />SEE SLAB SCHEDULE <br />A�—S CHAMFER (1STORY)70POF <br />4B BAB DIA. <br />a <br />.q a . <br />! •'.. ' •4 :�. !.• <br />e <br />SLAB <br />W! 1/Z' ISOLATION <br />CHAMF'ER (25TORV) <br />JOINT (WHERE <br />it4 24" <br />• <br />APPLICABLE) <br />i ATCH STEEL <br />1V5 3d' <br />n <br />S' PVC CHASE <br />REINFORCEMENT <br />Z~ <br />THRU FOOTING <br />PER SCHEDULE <br />g7 q2" <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />MATCH STEEL <br />AND BAR DUANTRY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD, BAR SIZE <br />PER SCHEDULE <br />AND MR OUANTRV <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />6 <br />SCALE'. 3l4"=1'-0" (W/ UPLIFT) <br />SCALE: 314"=1'-(Y' <br />1441 N. RONALD REAGAN 8L <br />LONG WOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA M: 0003325 <br />i <br />g <br />� <br />H <br />O <br />4 <br />$ <br />9 <br />atmDIV T: <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PRO" <br />04161.00t-03131 <br />MODEL: <br />3EFB <br />"2447-ROBIE" <br />cwRwcsE 81rINc: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />