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a STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MIN. 10" T EAD W/+1" NOSE Z SPACING REQUIREMENTS <br />o >_ 8" CMU WALL _ <br />R AR YP. � <br />PAVERS #4 EB (T ) m w o <br />+- 0'-0" +- 0'-0" op w Q 8" CMU WALL <br />I - <br />TOP OF SLAB a TOP OF SLAB o SEE SLAB SCHEDULE co U <br />J <br />Q 1/2" RADIUS OR o j O a SEE SLAB SCHEDULE <br />N -j cn <br />a Z a +- 0'-01. o <br />w O v.- a TOP OF SLAB a w a <br />°. <br />SEE SCHEDULE ui ° <br />W <br />FOR WxD, BAR SIZE 0� w z w <br />AND BAR QUANTITY a ° • •'d °4 _,---SEE SCHEDULE <br />00 O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL <br />AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE. 1/2 -1 -0 SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z_ <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE Q a CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE p } <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ ~ <br />PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" op U <br />WASHER SET IN HIGH STRENGTH ao J <br />EPDXY 5-1/2" EMBED. MIN. @ 16" `� 0.. <br />SIMPSON SPH4 OR SPH6 OC MAX. - Z 8" CMU WALL <br />CD <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2" o +- 0'-0" <br />M <br />COMMON NAILS FILL ALL a a TOP OF SLAB a ° ° c q TOP OF SLAB <br />HOLES, DO NOT USE 10d °;�� <br />x 3" SEE SLAB SCHEDULE ° a d Z ° <br />SEE SLAB SCHEDULE w a <br />+- 01-o„ EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />4 <br />TOP OF SLAB J Ia W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) <br />° JOINT (WHERE _ <br />APPLICABLE) Z_ MATCH STEEL <br />REINFORCEMENT <br />° . 6" PVC CHASE iv PER SCHEDULE <br />THRU FOOTING <br />SEE SCHEDULE <br />�> <br />O <br />i+� U a a da <br />a° Q <br />a a —s— <br />v <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />MATCH STEEL <br />AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL THRU FOOTING <br />5 SCALE: 3/4"=1'-0" (W/ UPLIFT) SCALE: 3/4"=V-0" <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />w <br />� <br />� <br />W <br />o <br />p <br />z <br />_ <br />u <br />a <br />w <br />n <br />u <br />wrn <br />N <br />A <br />UJ <br />LU LU <br />w <br />Q <br />Lu <br />Q <br />M <br />01 <br />0 <br />0 <br />0 <br />f <br />h <br />V <br />4 <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK 9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"2447— ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/4" = 1'-0" <br />SHEET <br />sIo1� <br />