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PAVERS <br />TOP OF SLLAB <br />r�r��rr�r�rr<r�rr�r�r�� <br />TRENCH FOOTING <br />1 AT ALL PAVER AREAS SCALE: tYZ=1'-0" <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 W/ PLAN <br />2x4 OR 2x6 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 DBL. TOP PLATE <br />1/2"x9" WEDGE ANCHOR W/T' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN- 0 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 1Od x 1 12' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a"=,'-a' (W/ UPLIFT) <br />MIN. 1"' READWO <br />" OISE <br />#4 REBAR (TYP.) <br />1 <br />TOP OF SLAB <br />12" RADIUS OR <br />CHAMFER <br />r•�. <br />\\ <br />IN <br />• <br />a�w <br />a <br />�wC <br />EXTERIOR STAIR DETAIL <br />2 SCALE: 1/2'=1'-0 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS STEEL REINFORCING GROUTED <br />UCELL <br />SEE PLAN FOR SIZE AND <br />8"CMU WALL SPACING REQUIREMENTS <br />i <br />8" CMU WALL <br />[SEE SLAB SCHEDULE <br />/—SEE SLAB SCHEDULE <br />. 17- <br />cam. cu SEESCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o i <br />SPACING REQUIREMENTS <br />m� <br />63 <br />8" CMU WALL <br />t_0, <br />' <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />(J�Y� <br />- SEE SLAB SCHEDULE <br />r • ~ 4" CHAMFER (1 -STORY <br />BAR SIZE48 BAR DIA. <br />W/ 1Y2" ISOLATION <br />6' CHAMFER (2STORY) <br />#3 18 <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL <br />6'PVC CHASE <br />i <br />>r <br />REINFORCEMENT„ <br />PER SCHEDULE <br />6 <br />THRU FOOTING <br /># 42" <br />BE SCHEDULE <br />AA R SIZE <br />FOR BARTRY <br />AND BQUANTITY <br />PVC CHASE <br />THRU FOOTING <br />SCALE: 3/4"=1'-CY' <br />4' TOP OF <br />4.•. <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />I <br />SEESCHEDULE <br />FOR -D, BAR SIZE <br />AND BAR QUANTTY <br />4 INTERIOR FOUNDATION CMU WALL <br />SCALE: 3/4'=1'-0" <br />d N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww W.ebdeslgngrou p.Dom <br />AA #: 0003325 <br />d3 <br />O <br />R <br />C <br />IP <br />BLMDIV. & LBBOTT PARK <br />LOT #26 <br />BLK. #12 <br />ROJECT <br />04181.006-26121 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWn4G: <br />RIGHT <br />PAGE: <br />DETAILS <br />L160 MPH <br />rscaa.-K DATE 81421 / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1B <br />