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PAVERS <br />TOP OF SLgB 9�' <br />FOR M0, SAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />ATALL PAVER AREAS SCALE: 12"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' - <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2)(6 WOOD BEAR IN W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />MIN. 1D' READ W/it" ME <br />#4 REBAR (TYP.) <br />0' 0 w <br />— • <br />TOP OF SLAB <br />12" RADIUS OR <br />5 r <br />CHAMFER <br />�s <br />16 <br />;w <br />Z <br />EXTERIOR STAIR DETAIL <br />2 SCALE: 1/T=1'-0" <br />VERIFY HEIGHT <br />OF WALL W/PLAN <br />PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SECURE BT. PLATE TO SLAB W/ <br />12'15' WEDGE ANCHOR W/ 7' <br />gg <br />al w <br />WASHER SET IN HIGH STRENGTH <br />"1 <br />EPDXY 5-1YZ' EMBED. MIN. 0 16' <br />" <br />OC MAX. <br />� <br />H <br />8" CMU WALL <br />SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ 1/7' ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />— <br />THRU FOOTING <br />6EE SCNEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTDY <br />,INTERIOR FOUNDATION WOOD WALL <br />scaLE: 3l4"=r-a' (W/ UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— 8" CMU WALL <br />/—SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR MD, MR SIZE <br />AND BAR QUANTRV <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />- ' SEE SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />4"CHAMFER (1STORY) <br />6" CHAMFER (2STORY) <br />#3 <br />18 <br />H Q <br />. <br />#4 <br />24" <br />s <br />. <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 <br />30" <br />SEE SCHEDULFOR E <br />M MD, BAR &ZE AND BA <br />AND R QUANTIN <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />B" CMU WALL <br />� <br />SEE SLAB SCHEDULE <br />SLAB e,. <br />SEESCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANmY <br />INTERIOR FOUNDATION CMU WALL <br />4 <br />SCALE: 3!4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />n <br />4Minim <br />I <br />I " <br />J <br />evHDM ag I.OT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />P'*'T* <br />04181.000- 2111 <br />MODEIt <br />3EFB <br />"2447-ROBIE" <br />GARAGE MIWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EA C <br />02 <br />6CAI.E:1/4" = 1'-0' <br />BMW P <br />S1.1B <br />