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STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING GROUTED <br />MIN. 10" T EAD W/ i" NOSE <br />� <br />a ^ <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o j <br />8• CMU WALL <br />PAVERS <br />Y4 REBAR (TYP.) <br />O <br />¢ t <br />8"CMU WALL <br />- 0'-0' �. <br />TOP OF SLAB <br />Zg <br />a <br />0'11' �. <br />TOPS <br />CH RADIUS OR <br />CHAMFER <br />Q ft <br />O <br />o' <br />w <br />¢ <br />¢ <br />j <br />SEE SLAB SCHEDULE <br />m w <br />a U <br />¢O m <br />SEE SLAB SCHEDULE <br />w O <br />e° <br /><. <br />T Pp' . <br />TOP OF SLAB <br />LU I—° <br />x <br />Q <br />��FOR <br />SEE SCHEDULE <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />LA— <br />ai <br />¢ <br />a <br />O <br />• <br />< • a <br />tAND <br />g <br />EE SCHEDULE <br />_ <br />m c9 <br />EQ. <br />EQ.ULE <br />FOR WXD, BAR SIZE <br />'k <br />SIZE <br />AND BAR QUANTITY <br />NTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />'—,INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />,- <br />G <br />`� <br />� <br />AT ALL PAVER AREAS SCALE: 1/2"=i'-0" <br />SCALE t/Z'=1'-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE 1/Z'xY' WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-112" EMBED. MIN. CD 16" <br />USP SPTH4 OR SPTH6 BTM OC MAX. <br />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />1 Odx3" <br />SEE SLAB SCHEDULE <br />.- 0.-0. <br />TOP OF SLAB <br />�• a <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />r��INTERIOR FOUNDATION WOOD WALL <br />`� SCALE: 3/4"=1'-0" (W/UPLIFT) <br />so <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />v <br />0 <br />V <br />y <br />G <br />eF <br />C <br />mm <br />R <br />9UBDIV. & LOT0,44 <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODE1. <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE- 08/16/18 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1B <br />