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mr <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />UIREMENTS <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MIN. tm EAO Nn+t• NOSE <br />- <br />SPACING REQUIREMENTS <br />6 ^ <br />U WALL <br />z <br />PAVERS <br />#4 REBAR (TYP.) <br />a u <br />8" CMU WALL <br />TOP OF SLAB <br />- • TOP OF SLAB <br />ff "CHEDULE <br />d1/2"ADIUS <br />OR <br />g 51 <br />SEE SLAB SCHEDULE <br />414 <br />CHAMFER <br />KAND <br />•�TOP <br />OF SLAB-: <br />SEE SCHEDULE <br />ulOR <br />BWxDAR' BAR SIZE <br />ND BARQUANTITYSEE <br />j <br />SCHEDULE <br />EDULE <br />OR WxD, BAR SIZE <br />AND BARQUANTITY <br />AR SIZE <br />UANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />��INTERIOR FOUNDATION CMU WALL <br />1 <br />G <br />3 <br />A7 ALL PAVER AREAS SCALE: 1 2"=1' 0 <br />SCALE: 1/2'=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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />S n <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE 1/2'x0" WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />i <br />EPDXY 5-1/2" EMBED. MIN. 0 16' <br />m <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />8" CMU WALL <br />BTM AND TOP PLATE <br />ro <br />ANCHORS W/ 10d x 1 12' <br />+- 0-0" <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 />° <br />+- 0'-0" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />• 4"CHAMFER (1STORV) <br />BAR SIZE 48 BAR DIA. <br />h <br />q <br />- °q q <br />q <br />TOP OF SLAB q° <br />W/ ill' ISOLATION <br />6" CHAMFER (2STORY) <br />19, <br />° <br />° <br />JOINT(WHERE <br />• <br />#4 24" <br />° e <br />. ° <br />°°• <br />APPLICABLE) <br />i MATCH STEEL <br />30" <br />• <br />6" PVC CHASE <br />i REINFORCEMENT' <br />N <br />#6 <br />SEE SCHEDULE <br />THRU FOOTING <br />PER SCHEDULE <br />#7 42" <br />6" PVC CHASE THRU FOOTING <br />FOR MO BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />REINFORCEMENT <br />SEE SCHEDULE <br />FOR NMD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 SCA F: 3/4"=r-a' (W/ UPLIFT) <br />:+ <br />V <br />SCALE: 3/4"=1'-0' <br />J <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 A <br />A <br />64 <br />BUDDIV. at Lo <br />ABBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJECT* <br />04181.000-28121 <br />MODEU <br />3EAB <br />"1504- AUEX" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />11 <br />A AI <br />NO <br />D TE 06/14/21 <br />BCAL°E: 1/4"=1'-0" <br />SHEET <br />S1.1B <br />