Laserfiche WebLink
STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />g51 <br />Q^ <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />PAVERS <br />#4 REBAR (TYP.) <br />5 i <br />< G <br />w <br />N <br />8" CMU WALL <br />< a <br />o <br />8" CMU WALL <br />- 0'-0' <br />TOP OF sLAB� <br />'10EADWIll"NOSE <br />TOI' OF sIAB <br />N <br />= <br />W <br />SEE SLAB SCHEDULEoZ <br />¢ <br />¢ <br />SEE SLAB SCHEDULE <br />'at <br />1/2"RADIUS OR <br />CHAMFER <br />-° <br />N <br />O <br />C <br />CL <br />° <br />1^< <br />TOP OF SLAB <br />.°. <br />�a <br />//i <br />•. <br />roams <br />a — <br />_. <br />...< <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />Lz� <br />g O ¢ <br />• <br />° <br />e• - . <br />� m c9 <br />EQ. <br />.. <br />EQ. <br />SEE SCHEDULE <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />'k <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />2�XLTEOR <br />3 <br />4 <br />AT ALL PAVER AREAS SCALE: 1/2"=V-0" <br />'=1'-0" <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 />2x4 OR 2x6 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 ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />12'k9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. Q 16" <br />USP SPTH4 OR SPTH6 BTM <br />OC MAX. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />1 Odx3" <br />,-SEE SLAB SCHEDULE <br />I SEE SCHEDULE <br />V FOR WxD, BAR SIZE <br />-----���"` AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE: 3/4"=l'-0" (W/ UPLIFT) <br />EXT. PORCH SLAB <br />Wl1/2" ISOLATIDN <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />0 ` <br />SPACING REQUIREMENTS <br />rota <br />U <br />0 U <br />0 <br />r> <br />Z <br />8" CMU WALL <br />SEE SLAB SCHEDULE <br />n <br />4" CHAMFER (1-STORY) <br />CHAMFERZ ��6- <br />MATCH STEEL <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />BAR SIZE <br />48 BAR DIA. <br />ZW <br />� Q <br />1/4 <br />24" <br />#5 <br />30" <br />#6 <br />36' <br />#7 <br />42" <br />PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3W'=1'-0" <br />VG <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 3275O <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />N <br />N <br />5 <br />§ <br />d <br />!� <br />T <br />e <br />m�,pp <br />17 <br />aUBDIV. &c LOT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECT# <br />04181.000-40093 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE SVWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRUIFT 1920 11/ <br />DATE: / <br />aCALM 1/4"=1'-0" <br />aHEET <br />S1.1B <br />