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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z SPACING REQUIREMENTS <br />MIN. 10" EAD W/+1" NOSE <br />0 8•• CMU WALL <br />PAVERS <br />#4 REBAR(TYP.) <br />w - <br />TOP OF SLAB <br />-- TOP OF SL4B <br />N SEE SLAB SCHEDULE <br />Z VZ' RADIUS OR <br />a0 �,-. CHAMFER <br />0 <br />C Q <br />° <br />° <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />U) — <br />wFr -� <br />> w O a <br />a <br />• ° , •:° <br />7AND <br />° <br />,°- <br />4� ro <br />ULE <br />EQ. EQ. SE:BARQUANTITY <br />' <br />FOR SIZE <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />%INTERIOR CURB FOUNDATION CMU WALL <br />n <br />2 <br />`2 <br />AT ALL PAVER AREAS SCALE: t/2'=1'-0" <br />SCALE: 1/2"=1'-a' <br />SCALE: 3/a"=i'-0" <br />LAP TOP PLATE A MIN. OF ----------- <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />]! <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />? SPACING REQUIREMENTS <br />PROVIDE OBL TOP PLATE 1/2"x9" WEDGE ANCHOR W12" <br />d a <br />WASHER SET IN HIGH STRENGTH <br />o 8" CMU WALL <br />EPDXY 5-1/2" EMBED. MIN. @ 16' <br />m <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />U <br />BTM AND TOP PLATE <br />m <br />v o. <br />ANCHORS W/ 10d x 1 1/2. <br />rn SEE SLAB SCHEDULE <br />COMMON NAILS FILL ALL <br />0 <br />HOLES, DO NOT USE 10d <br />x 3 SEE SLAB SCHEDULE <br />TOP OF SLAB5. <br />-°, <br />+ 0-0 <br />TOPOF SLAB .a. <br />EE SCHEDULE <br />° -• ° <br />FOR VVXD, BAR SIZE <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />INTERIOR FOUNDATION WOOD WALL <br />� <br />scALE:a/a"=r-a (W/UPLIFT) <br />A R C H IT E C T! <br />GrouOLn. <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-774-4078 <br />W ww.abdeslgngroupxom <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886-2802 <br />aieium� <br />SVHDIV. & LO <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT# <br />03719.001-19161 <br />MODEL- <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />