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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />" <br />SPACING REQUIREMENTS <br />MIN. 10' TREAD WN 'NOSE <br />s <br />o <br />8" CMU WALL <br />PAVER 6 <br />#4 REBAR(TYP.) <br />• <br />TOP OF SLABS <br />• TOPS <br />SEE SLAB SCHEDULE <br />1/2"ADIUSOR <br />CHAMFER <br />E <br />° <br />vi> <br />rlr�ai. <br />�•e <br />SEE SCHEDULE <br />w <br />w <br />E .• ,.� <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />> <br />i <br />� <br />. <br />- <br />��r.e timcf <br />En. En. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTTY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION CMU WALL <br />1 <br />� <br />� <br />AT ALL PAVER AREAS SCALE: 1/2'=1'-d' <br />SCALE: <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />f <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ 3YP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SPACING REQUIREMENTS <br />BTM. PLATE TO SE T. SECURE ST. PLATE TO SLAB Wl <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />PROVIDE DBL, TOP PLATE <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ IV, <br />p t° <br />SIMPSON SPH4 OR SPH6 OC MAX <br />8" CMU WALL <br />BTM AND TOP PLATE <br />_ <br />ANCHORS W/ 10d x 1 12' <br />`- d , <br />COMMON NAILS FILL ALL <br />TOP OF SLAB4' <br />TOP OF SLAB <br />HOLES, DO NOT USE 10d� <br />• <br />x 3' SEE SLAB SCHEDULE <br />-0, <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER(1STORY) <br />BAR SIZE 48 BAR DIA' <br />� <br />.° 41 . <br />° <br />TOP OF SLAB .°. <br />W/ 1/2" ISgATION <br />8"CHAMFER 25TDRY <br />( ) <br />#3 18" <br />U <br />. <br />JOINT (WHERE <br />i <br />#4 24" <br />•a • <br />APPLICABLE) <br />ATCH STEEL <br />#5 30" <br />V. PVC CHASE <br />REINFORCEMENT <br />F. <br />38' <br />THRU FOOTING <br />PER SCHEDULE <br />#7 42. <br />6" PVC CHASE THRU FOOTING <br />SEE. E <br />BAR <br />FOR W. BAR SIZE <br />MATCH STEEL <br />AND BAR nUANRf1' <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR w.D, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 <br />6 <br />SCALE: 3/a"=r-d' (W/ UPLIFT} <br />SCALE: 314"=1'-d' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />B� <br />F, <br />SEE SLAB SCHEDULE <br />=SLpg <br />n^ <br />SEE SCHEDULE <br />FOR D. BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />4 <br />SCALE: 3/4"=1'-d' <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />www.abdesWMVoup.com <br />AA 0: 0003326 <br />s <br />d <br />O <br />O <br />A <br />Uzi <br />O <br />aUDDIV. Ae IAT: <br />ABBOTT PARK <br />LOT #10 BLK #13 <br />PHASE:4B <br />PROJECT/ <br />4181. 4B-10 3 <br />MODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8WD9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />RlwT <br />DATIM 10/26/21 <br />SCALE: 1/4"=1'-0" <br />821EET <br />S1.1B <br />