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STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 11Y EAD W/+1" NOSE <br />" <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />❑ <br />W CMU WALL <br />g <br />PAVERS + OS A <br />#4 REBAR (TYP.) <br />01Y A <br />< " <br />U <br />- <br />W <br />E a <br />O F <br />e" CMU WALL <br />T <br />^'— <br />• <br />TOP OF SLP'B� <br />� <br />SEE SLAB SCHEDULE <br />J <br />Z <br />g <br />e,; <br />112' RADIUS OR <br />CHAMFER <br />O <br />_7=AND <br />S <br />N <br />O <br />SEE SLAB SCHEDULE <br />w Q <br />a�Q <br />NSEE <br />SCHEDULEFOR WxD, BAR SIZE <br />BAR QUANTITY <br />LA—°�-a <br />Irw <br />j <br />z3wAND <br />g <br />EE SCHEDULE <br />ULEFOR <br />WxD, BAR SIZE <br />SIZE <br />AND BAR QUANTITY <br />NTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />n <br />, <br />v2 <br />A <br />4 <br />AT ALL PAVER AREAS SCALE: 1!2"=1'-0" <br />SCALE: 1/2'=1'-O' <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=,'-O' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl PLAN <br />2x4 OR 2 x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM_ PLATE TO BE PT. <br />SECURE BT. PLATE TO SLAB W/ <br />PROVIDE OSL TOP PLATE <br />IrZ19" WEDGE ANCHOR W/ 2• <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-lrZ' EMBED. MIN. 0 16'• <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2•' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 7' <br />-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:a4••=,•-0'• (W/ UPLIFT) <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />D as> SPACING REQUIREMENTS <br />Qw <br />mw <br />� J <br />Q N io Z 6" CMU WALL <br />TOP OF SLAB <br />SEE SLAB SCHEDULE Z W <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. i O <br />W/ 10 ISOLATION 6" CHAMFER (2STORY) #3 18•, c1 U <br />JOINT(WHERE #4 24" <br />APPLICABLE) Z MATCH STEEL #5 30" <br />REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE #6 36 <br />THRU FOOTING �2 1 #7 1 42' <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />i <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX: 407-774.4078 <br />wwwAbdesigngroup com <br />AA #: 0003325 <br />s <br />� <br />o <br />� <br />a <br />s <br />a <br />C <br />pg <br />Y <br />9 <br />SUBDM de LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000- 29092 <br />MODEL <br />3EEB <br />"2260—ELSTON" <br />GARAGE SUING: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />DATE: 04/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1B <br />