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STEEL RENFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />z <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />- <br />SPACING REQUIREMENTS <br />6 <br />8" CMU WALL <br />_ <br />PAVERS <br />_ fi0'-0"�, <br />#4 REBAR(TYP.) <br />8'CMU WALL <br />TOP OF SLAB <br />TOPS' <br />SEE SLAB SCHEDULE <br />" <br />12" RADIUS OR <br />CHAMFER <br />SEE SLAB SCHEDULE <br />SEADW+ <br />TOPOF SLABSESCHEDULE <br />FOR WkD, BAR SIZEAND BARQUANTITYSEE <br />SCHEDULE <br />EQ, EQ. <br />FOR WHO, BAR SIZE <br />SEE SCHEDULE <br />FOR WAR, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-0' <br />SCALE: 12 =1'-0" <br />SCALE: <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 />VA - <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/ SVP No 2 STUDS SEE <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />S <br />PROVIDE DBL. TOP PLATE 1/2"x9' WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />$ <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />" <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />b i W CMU WALL <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 117 <br />1-0 <br />00MMON NAILS FILL ALL/' <br />TOP OF SLAB <br />- c TOP OF SLAB <br />HOLES, DO NOT USE 10tl <br />x 3" SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />: <br />9. a SEE SLAB SCHEDULE <br />4"CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIA. 0 <br />18" <br />TOP OF SLAB a. <br />W/ tY2" ISOLATION <br />6" CHAMFER (2-STORY) <br />JOINT (WHERE <br />' • <br />84 24" <br />as <br />APPLICABLE) <br />x MATCH STEEL <br />q5 30' <br />• <br />6"PVC CHASE <br />2 REINFORCEMENT <br />N <br />3G <br />36, <br />THRU FOOTING <br />PER SCHEDULE <br />p7 <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD' BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />1441 N. RONALD REAGAN Ell <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />�j <br />O <br />Q <br />tT <br />Jul <br />� <br />CA <br />W <br />x <br />00 <br />NJ <br />Ipla <br />U13DIV. ae xctil <br />BBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />OJECT* <br />04181.000-16111 <br />MODEIA <br />3EEB <br />"2260- ELSTON" <br />GARAGE NVIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MA E <br />I'pmqT 05/25/21 <br />DATE: <br />BCALE: 1/4"=1'— 0" <br />SHEET <br />S1.1B <br />