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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCINGIN GROUTED <br />�•• — <br />i <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />P ' <br />• <br />R� <br />a <br />SPACING REQUIREMENTS <br />:I' <br />— <br />•.�. r r • ��„ <br />GARAGE DOOR <br />W <br />to <br />RECESS <br />e <br />x J <br />Y 1 <br />K N <br />QIFMLU <br />I r <br />1 <br />a <br />y <br />O .� Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />I e <br />U) <br />LD = <br />6" <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />WAY AT ALL CHANGES IN DIRECTIONS <br />W y <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... -I ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />. i <br />EXT. PORCH SLAB •.° <br />J{I ,. <br />• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER (I -STORY) <br />#3 18' <br />• <br />EX . P <br />EXT. PORCH SLAB <br />VARIES'vl <br />IYe/ SEE SLAB SCHEDULE TOP OF GARAGE <br />� <br />4" CHAMFER <br />'" P. LL CONTINUOUS STEEL MONOLITHIC <br />.I•I" I� <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� T;O. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION C. .. ... <br />8" CHAMFER (2S70RV) <br />ISOLATION <br />(iSTORY) <br />! 8" CHAMFER <br />0-0 <br />JOINT (WHERE • • <br />APPLICABLE) z <br />e4 24" <br />SEE SCHEDULE 95 30" <br />JOINT (WHERE:i <br />APPLICABLE) <br />(2-STORY) <br />Z 4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />Ms7T <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />4T <br />N AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO S.PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-a' <br />0_'�EXTERIOR <br />@ GARAGE SCALE:3l4"=l'-T <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=1'-0" <br />4 <br />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, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL Vl# PLAN <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />I <br />PLANS FOR SPACING. SINGLE <br />oJ. <br />O co REINF. BAR <br />BTM. PLATE TO BE PT. <br />SECURED W/2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPEO <br />g I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />g 8", UNO <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE BASE <br />p FOLLOW ALL MANF. <br />@ <br />= <br />/91 <br />TOSPECIFICATIONSFOR <br />USE AND <br />PREPARATION OF <br />W HOLE. <br />Ix <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />SLAB W/(4)1/4" X 2 1/4" <br />TAPCONS <br />DQ- <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2STORY) <br />40 <br />=AND <br />LE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />FOUNDATION <br />(NO UPLIFT) <br />5 <br />O -MONOLITHIC <br />SCALE: 34"=1' 0SCALE <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL(TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />W..GR.UTED <br />TOPOF SLABllp4 <br />MINIMUM EMBEDMEDN�Os <br />CELL, 4" FROM ENDS AND <br />a <br />16" O.C. VERTICALLY MAX <br />. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />- AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />9 scALE:34"=r-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1-.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />w .abdesig Woup.com <br />AA M: 0003325 , <br />b <br />Y <br />ox nDXV. ee LOT, <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />04 12�T*-6 0 <br />MOam=e <br />4EHB <br />"2605—HAYDEN" <br />OARAOm OWNCH <br />LEFT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />DaDn w3/11/19 <br />ISCAM 1/4"=1'-0" <br />83m mT <br />S1.1A <br />