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TOP OF-Q:a <br />SEE SCHEDULE <br />FOR WMXD, BAR SIZE <br />PAVERS <br />TRENCH FOOTING <br />AT AlL PAVER AREAS SCALE: 1/2'=1'-0' <br />MIN. 10" T.READ W -J' NOSE <br />R4 REBAR (TYP.) <br />6'-0" A <br />♦ TOP OF" <br />12" RADIUS OR <br />N• '+�, CHAMFER <br />wo <br />OiW Amy <br />W J <br />> < 2 3 <br />�O� <br />•a k <br />2 EXTERIOR STAIR DETAIL <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 STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE _ CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE ¢ SPACING REQUIREMENTS <br />BTM, PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE 1/2"xe" WEDGEANCHORWT <br />WASHER SET IN HIGH STRENGTH U <br />EPDXY 5-1/2" EMBED. MIN. 018" a a <br />USP SPTH4 OR SPTHB BTM OC MAX 0_ U) <br />AND TOP PLATE ANCHORS W/ O 8" CMU WALL <br />10d z 1 1 /2" COMMON NAILS o .. <br />FILL ALL HOLES, DO NOT USE TOP OF SLAB <br />10d x 3" <br />SEE SLAB SCHEDULE �.{ <br />SEE SLAB SCHEDULE Z <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA > <br />TOP OF SLAB W/ 12" ISOLATION 4° CHAMFER (1STORY) 18" U <br />8" CHAMFER (2STORY) <br />JOINT (N4iERE ♦ Y4 24" <br />• APPLICABLE) Z ATCH STEEL ♦5 30' <br />°♦ 8 • REINFORCEMENT <br />8" PVC CHASE PER SCHEDULE 38" <br />SEE SCHEDULE 7HRU FOOTING .N- #7 42" <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />5 SCALE: 3/4"=1'-0' (W/ UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Y <br />SPACING REQUIREMENTS <br />of <br />a <br />8" CMU WALL <br />�w <br />0. <br />N <br />W <br />r_S EE SLAB SCHEDULE <br />a <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 3l4"=1'-0" <br />.4- IUY Ur slag' <br />e <br />d <br />•e 4, a <br />a• <br />8" 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 />Z <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />�w <br />Ow <br />SEE SLAB SCHEDULE <br />b <br />SLAB <br />,' <br />.'°• <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />CMU WALL <br />4 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407-774-4078 <br />www.abdosWi&oup.com <br />M: 0.33. <br />C <br />47 <br />id <br />� <br />tl <br />A <br />� <br />suzwly ae LOTs <br />ABBOTT PARK <br />LOT #24 <br />BLK. #8 <br />pm4 am 24 8 <br />�coaasze <br />3EAB <br />"1504— ALLEX" <br />GA1LAOX swINGS <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXP. C <br />DAM 9/12/19 <br />=AXM 1/4"=1'-0" <br />■Imm" <br />sIAB <br />