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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 />g <br />o 8" CMU WALL <br />PAVERS <br />#4 REBAR(TYR) <br />¢ w <br />m U W <br />0'-0" <br />TOP OF SLAB <br />- 0 w <br />TOPS <br />SEE SLAB SCHEDULE <br />O Q <br />Z 1l2' RADIUS OR <br />- CHAMFER <br />b <br />ato .,: <br />"`a <br />r <br />W 0 <br />\ <br />v X <br />07 Q M QN <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />w n — <br />III z 3 w <br />O <br />• < v...° <br />m 0EQ. <br />EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />2 <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-0" <br />SCALE: 1/2'=1'-0• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ l6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />? SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />a <br />PROVIDE DBL TOP PLATE lfZW' WEDGE ANCHOR W/ Z' <br />8" CMU WALL <br />WASHER SET IN HIGH STRENGTH <br />z. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />u <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />0O uJ SEE SLAB SCHEDULE <br />BTM AND TOP PLATE <br />ANCHORS W/ 10tl x 1 1/2' <br />IS <br />COMMON NAILS FILL ALL <br />+ 0'-fT <br />HOLES, DO NOT USE 10d <br />TOP OF SLAB - a^ <br />x 3' SEE SLAB SCHEDULE <br />TOP OF SLAB <br />, <br />SCHEDULE <br />•ate <br />a� <br />_--SEE <br />FOR WXD, BAR SIZE <br />-' <br />4 <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />I �OR <br />F WXD, BAR SIZE <br />INTERIOR FOUNDATION CMU WALL <br />,�/ <br />AND BAR QUANTITY <br />4 <br />SCALE: 3/4"=1'-0" <br />INTERIOR FOUNDATION WOOD WALL <br />5 <br />scALE:3/a•=1'-a• (W/ UPLIFT) <br />AEC N IT ECTIi <br />6 <br />Grou�L� <br />"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 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: 813866-2828 <br />FAX: 813588-2802 <br />Sulmm ae LiOT- <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECT* <br />03719.001-15161 <br />MODEIA <br />3278—JORDYN II <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />