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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. 1Q' TREAD W. ' NOSE <br />- <br />SPACING REQUIREMENTS <br />o <br />S"CMU WALL <br />z <br />PAVERS <br />o'-a' <br />04 REBAR (TYP.) <br />a-0' <br />m <br />y <br />- <br />a <br />6" CMU WALL <br />TOP <br />- .� TOP OF <br />SLAB <br />SLAB SCHEDULE <br />lrZ' RADIUS OR <br />ff a <br />A <br />SEE SLAB SCHEDULE <br />-•_ ° CHAMFER <br />a•. <br />��- °� <br />[SEE <br />' 0'-a' <br />SEE] <br />w� <br />� n <br />TOP OF SLAB <br />c• <br />SEE SCHEDULE <br />FOR WxO, BAR SIZE <br />AND BAR QUANTITY <br /><w <br />�o <br />a•.� <br />H m <br />• ,° <br />SEE SCHEDULE <br />EQ. E Q. <br />FOR WAR. BAR SIZE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />AND BAR QUANTITY <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 />AT ALL PAVER AREAS SCALE: 1f2"=1'-0" <br />SCALE: 1/2"=1'-d' <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-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 />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />$ <br />S,^ <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DEL. TOP PLATE 1(Z'19" WEDGE ANCHOR Wl2•' <br />WASHER SET IN HIGH STRENGTH <br />$ <br />AAIL EPDXY 5-1/1" EMBED. MIN. 0 16' <br />$" <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />6' CMU WALL <br />ANCHORS Wl 10d x 1 1/Z' <br />COMMON NAILS FILL ALL <br />r <br />TOP OF SLAB <br />- a TOP OF SLAB <br />HOLES, DO NOT USE 10tl <br />• <br />x 3' SEE SLAB SCHEDULE <br />+- 0'-0" <br />EXT. PORCH S7�N <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />BAR SIZE 46 BAR DIA. <br />m <br />d - <br />' n <br />TOP OF SLAB -a• <br />W/ 1/2" ISOLAT <br />6" CHAMFER 2-STORY)18 <br />( <br />JOINT (WHERE <br />a <br />#4 24" <br />° <br />APPLICABLE) <br />MATCH STEEL <br />3a' <br />'PVC CHASEPER <br />REINFORCEMENT <br />SCHEDULE <br />A6 <br />�HRU DOTING <br />47, <br />6' 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 WAD, BAR SIZE <br />PER SCHEDULE <br />AND SARQUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />scALE: 3/4'=r-0' (W/ UPLIFT) <br />SCALE:3/4"=1'0" <br />jN <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774AO78 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />io <br />U <br />rr� <br />� <br />O <br />Ell <br />p <br />IA <br />XMDM AC LATBBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PltOJECT#L <br />04181.000-17091 <br />MODELC <br />3EEB <br />"2260- ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PACE: <br />DEIIAILS <br />k60^MPH JXP. <br />D TE 05/24/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1B <br />