Laserfiche WebLink
STEEL REINFORCING IN GROUTED <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" EAD W/+1"NOSE <br />d <br />i <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />5 am <br />8' CMU WALL <br />g <br />PAVERS <br />0'-0" <br />#4 REBAR (TYP.) <br />0''o A <br />t <br />w <br />W <br />s a <br />0 >> <br />C <br />8" CMU WALL <br />TOP OF SIAB�—i\ <br />'. _� <br />TOP OF SLAB <br />N <br />C <br />z <br />SEE SLAB SCHEDULE <br />Y <br />1 <br />i@" RADIUS OR <br />CHAMFER <br />Q <br />I <br />¢ N <br />0 <br />SEE SLAB SCHEDULE <br />/n <br />WO�4 <br />N; <br />-. <br />_• <br />�,xx <br />4 . A4 <br />` <br />'L-M, <br />TOP OF SLAB <br />'4• <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />&6 <br />w <br />�6w <br />Z 3 w <br />• <br />AND BAR QUANTITY <br />j <br />•� ° <br />i O <br />° • • <br />� ° • <br />EE SCHEDULE <br />�^ a0 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 />2 <br />3 <br />4 <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-0" <br />SCALE: IM"=1'-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI 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 />112W WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5.1/2" EMBED. MIN. @ 1S- <br />USP SPTH4 OR SPTH6 BTM <br />OC MAX. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />-SEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />��INTERIOR FOUNDATION WOOD WALL <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�w <br />U <br />w N Z 8" CMU WALL <br />O o� <br />+- 0'-0" <br />. <br />Ott v <br />TOP OF SLAB <br />SEE SLAB SCHEDULE w <br />up <br />EXT. PORCH SLAB 4' CHAMFER (1-STORY) WI1/2" ISOLATION 6" CHAMFER (2-STORY)JOINT(WHERE° APPLICABLE) Z MATCH STEEL REINFORCEMENT8" PVC CHASE PER SCHEDULETHRU FOOTING <br />SEE SCHEDULE <br />FOR WXD, R SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 9/4"=1'-0" <br />4. <br />d . <br />e� <br />4• <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774 4078 <br />www.abdosigngroup.com <br />AA M: 0003326 <br />W <br />04 <br />04 <br />a <br />['s. <br />�o <br />l8UBDM Ae LOT'° <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK 9 <br />PROJECT(11 <br />04181.000— 42093 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PACE: <br />DETAILS <br />60 MPH EXP. <br />91 <br />DA 11/20/19 <br />SCALE: 1/4"=1'-0" <br />SI3EET <br />S1.1B <br />