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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MIN. 10' TREAD NNN' NOSE <br />_ <br />SPACING REQUIREMENTS <br />o8" <br />CMU WALL <br />z <br />_ <br />PAVERS <br />i14 REBAR (TYP.) <br />0-0 <br />f4 <br />8" CMUWALL <br />0-0' <br />TOP OF SLAB <br />- TOP OF SLAB <br />LSPSAG <br />m <br />r <br />SLAB SCHEDULE <br />a <br />1/21, RADIUS OR <br />SEE SLAB SCHEDULE <br />CHAMFER <br />- <br />r-� <br />c <br />•.�. �4° <br />TOP OF SLAB <br />° <br />BE SCHEDULE <br />W <br />.� <br />� <br />FOR MD. BAR SIZE <br />a <br />• r <br />AND BAR QUANTITY <br />� <br />z <br />Fg� <br />° • ^ a�:a °��' <br />°r <br />SEE SCHEDULE <br />m <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />FOR V.., BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />n <br />G <br />AT ALL PAVER AREAS SCALE: 1 2"=1'-0" <br />SCALE' 12 =1'-0" <br />SCALE: 3/4"=1'-U' <br />SCALE: 3 4"=1'-0 <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 />PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE 12"x9" WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />S <br />EPDXY 5-1/2" EMBED. MIN. Q 16' <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />b i 8" CMU WALL <br />ANCHORS W/ 10d x 1 1/7' <br />+- 0'-0" <br />COMMON NAILS FILL ALL/' <br />~� <br />��~ <br />TOP OF SLAB <br />- 4 TOP OF SLAB <br />HOLES, DO NOT USE 1Dd <br />! ° - <br />° <br />x I.. SEE SLAB SCHEDULE <br />+. 0'-(Y' <br />EXT. PORCH SLAB <br />< i <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORV) <br />BAR SIZE 48 BAR DIA. <br />18 <br />z <br />o <br />" <br />a <br />° a <br />TOP OF SLAB <br />1/T' ISOLATION <br />6" CHAMFER (2STORY) <br />o <br />- <br />. <br />Jo <br />JOINT (WHERE <br />• <br />#4 24" <br />. <br />APPLICABLE) <br />i MATCH STEEL <br />#5 30" <br />° <br />-• <br />6"PVC CHASE <br />f REINFORCEMENT <br />k <br />*6 <br />THRU FOOTING <br />PER SCHEDULE <br />#7 42' <br />6"PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR-0. BAR SIZE <br />MATCH STEEL <br />AND BAR QUANnTY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR ABAR SIZE <br />PER SCHEDULE <br />AND B TTY <br />BARRQUAN <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />SCALE:34"=1'-0 (W� UPLIFT) <br />SCALE: 11-1'-0" <br />Q� <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />b <br />a <br />ivlp <br />y <br />aUBDIV. & LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04161.04E-14131 <br />MODMIi <br />3EFB <br />"2447-ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAPE: 10/26/21 <br />BCAIX:1/4" = f-0" <br />GHEE- <br />si.1B <br />