Laserfiche WebLink
PAVERS <br />TOP OF SLAB <br />dSEE SCHEDULE <br />FOR WxD, BAR SIZE AND BAR QUANTITY <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: t2"=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 />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE I Dd <br />x 3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE ST. PLATE TO SLAB W/ <br />1/2'Y9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-112" EMBED. MIN. @ 16" <br />OC MAX <br />SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />6DALE: 1/4•=,•-0" (W/ UPLIFT) <br />MIN. 10" EAD W/+t" <br />NOSE <br />94 REBAR (TYP.) <br />♦ <br />TOP OF SLABSLAB <br />Z <br />-' <br />12"RADIUS OR <br />CHAMFER <br />a, <br />W Q <br />wF� <br />'-. <br />a <br />.♦. <br />3 W <br />W <br />w w <br />Z 3 W <br />> <br />��g <br />�on0 <br />—mac <br />2 EXTERIOR STAIR DETAIL <br />SCALE:12"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />tL SPACING REQUIREMENTS <br />W <br />a. <br />a <br />V) Z 8" CMU WALL <br />TOP OF SLAB <br />• SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB(2S <br />4" CHAMFER (1-STORY) 18" O <br />W/ 1/7, ISOLATION 6" CHAMFER TORY) <br />JOINT (WHERE ♦ #4 24" <br />APPLICABLE) Z MATCH STEEL N5 W <br />E REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE #6 36" <br />THRU FOOTING 97 42" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3l4"=1'-0' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? <br />SPACING REQUIREMENTS <br />_ <br />i_ <br />o > <br />8"CMU WALL <br />m U <br />W <br />or w <br />W <br />SEE SLAB SCHEDULE <br /><w <br />co O <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION CMU WALL <br />3 <br />4. <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— 8" CMU WALL <br />SLAB SCHEDULE <br />EESCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />4 INTERIOR FOUNDATION CMU WALL <br />SCALE: 3l4"=1'-0" <br />/I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA Y: 0003325 <br />a <br />�QQ <br />O <br />� <br />R <br />BVSDIV. de LOT•. <br />ABBOTT PARK <br />LOT #4 <br />BLK" #11 <br />PROJECT# <br />04181.000-04111 <br />MODEL: <br />3EAB <br />"1504- ALLE)C <br />GARAGE OW MG: <br />LEFT <br />1PAGE: <br />DETAILS <br />160 APH E& C <br />