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STEEL REINFORCING IN GROUTED <br />? <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" EAD W/+1" NOSE <br />g <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />PAVERS <br />#4 REBAR(TYP.) <br />S <br />< — <br />m <br />(R <br />8"CMU WALL <br />z <br />< a> <br />Q L <br />8" CMU WALL <br />+. o'-a'., <br />TOP OF SLAB <br />----- <br />- a.d•.. <br />- TOP OF SLABS <br />N <br />SEE SLAB SCHEDULE <br />Z <br />112' RADIUS OR <br />¢ <br />¢ N <br />O <br />SEE SLAB SCHEDULE <br />^ �` ",•. <br />Z,: <br />W <br />CHAMFER <br />as <br />TOP OF SLAB <br />co <br />•# <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />I / AND BAR QUANTITY <br />w <br />j <br />a1 <br />— <br />z $ w <br />c d <br />°' • <br />° <br />�°-10 <br />'a<y <br />EE SCHEDULE <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />—„ <br />FOR WxD, BAR SIZE <br />AND &AR 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 />n <br />G <br />� <br />, <br />AT ALL PAVER AREAS SCALE: 12"=1'-0" <br />SCALE: 12"=1'-0" <br />SCALE: 3l4'�1'-0" <br />SCALE: 3l4"=1'-d' <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 />.at4 OR 26 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 />12'xY' WEDGE ANCHOR WIZ' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN, 0 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1112, <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />z 3. <br />rSEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scnLE:3ra••=r-a• (W/ UPLIFT) <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />qQ SPACING REQUIREMENTS <br />07 <br />U <br />0,0 <br />N Z 8" CMU WALL <br />c3 � <br />TOP OF SLAB <br />SEE SLAB SCHEDULE W <br />BALSIZE1 48 BAR DIA. > <br />EXT. PORCH SLAB-T" - 4" CHAMFER (I -STORY) O <br />W/ 12" ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE ♦ #4 24" <br />APPLICABLE) 2 x MATCH STEEL .♦� 3d' <br />REINFORCEMENT <br />6' PVC CHASE PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD,, <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003325 <br />9 <br />V <br />5 <br />3VHDIV. de LOT <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT* <br />04181.000-32121 <br />MODEZA <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />