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STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" TREAD WI+1" NOSE <br />d ^ <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o j <br />8" CMU WALL <br />PAVERS - 0'-0" <br />#4 REBAR (fYP.) <br />0'-0" <br />t <br />w <br />w <br />g a <br />8" CMU WALL <br />TOP OF SLABS <br />-- <br />.t• <br />TOP OF SLAB <br />N <br />Q <br />SEE SLAB SCHEDULE <br />Z <br />g <br />1l2" RADIUS OR <br />0 N <br />SEE SLAB SCHEDULE <br />r.- <br />w0 <br />. <br />° <br />CHAMFER <br />e <br />_ <br />TOP OF SLAB <br />SEE SCHEDULE <br />� ; <br />too <br />..•.a <br />M lA <br />A — <br />° <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />w <br />w <br />< <br />> <br />z w• <br />e <br />• <br />° �. ° <br />a <br />j <br />EE SCHEDULE <br />°LA— 0 <br />co O <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />, <br />A <br />4 <br />AT ALL PAVER AREAS SCALE: i/2"=T-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" - <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />USP SPTH4 OR SPTH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dxY <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE ST. PLATE TO SLAB W/ <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. Q 16" <br />OC MAX. <br />SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a"=,•-0'• (W/ UPLIFT) <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Q <br />mw <br />0W U Z 8" CMU WALL <br />!/�--Y-�-TOP OF SLAB <br />SEE SLAB SCHEDULE w <br />BAR SIZE 148 BAR OIA. f > <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) O <br />W/ 12" ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE - • #4 24" <br />APPLICABLE) Z MATCH STEEL #5 37 <br />REINFORCEMENT <br />6'• PVC CHASE PER SCHEDULE #8 THRU FOOTING #7 42 42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />c THRU FOOTING <br />V SCALE: 3/4"=1'-0" <br />°. <br />° <br />d <br />/I Q° <br />a° <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www,abd•slgngroup.com <br />AA #: 0003325 <br />1 <br />9s <br />8 <br />M <br />J <br />5 <br />4 <br />LL <br />�J <br />BURDIN ae r oT: <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT* <br />04128.002-08181 <br />UODEU <br />3EFB <br />"2447-ROBIE" <br />GARAGE 811ING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />II <br />rpRMT Dw10/09/19 <br />BCA=: 1/4' = 1'-0* <br />BiIEET <br />S1.1B <br />