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30" <br />MIN.EACH WAY <br />MONOLITHIC FOOTING <br />} <br />Z <br />STEEL REINFORCING IN GROUTED <br />`z STEEL REINFORCING IN GROUTED <br />•. --- — <br />CELL SEE PLAN FOR SIZE AND <br />Q a CELL SEE PLAN FOR SIZE AND <br />. a <br />° ,� <br />} <br />SPACING REQUIREMENTS <br />C1 > �I. SPACING REQUIREMENTS <br />K G <br />°•v P— <br />1 v <br />1GARAGE <br />vl•. <br />DOOR <br />Q w <br />m V co <br />W <br />.o.— <br />1lv. <br />icz <br />RECESS <br />m U <br />d d a, <br />a <br />..1 v —FM <br />v <br />m <br />5 <br />m <br />8" CMU WALL <br />O m 8" CMU WALL <br />v . I CORNER BARS, SAME SIZE AS BAR <br />W W <br />a• <br />O <br />v el FOUNDATION WITH LEG EACH <br />w = <br />M <br />ate• <br />a a' <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />W IN <br />10 <br />TOP OF SLAB <br />TOP OF SLAB <br />I ..• - SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />` <br />v MATCH AMOUNT OF CONTINUOUS BARS <br />( •I <br />CURB FOR <br />° <br />EXT. PORCH SLAB <br />> <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />-4" CHAMFER (iSTORV) <br />#3 <br />.. ^� - ARI <br />SEE SLAB SCHEDULETOP OF GARAGE <br />EXT. PORCH SLAB <br />• II <br />• v. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� <br />Zpn <br />MASONRY <br />UNITS SET <br />ATELEVW/1/2"ISOLATION^.6" <br />(WHERE <br />0 4 <br />CHAMFER (2STORY) <br />#4W/ <br />1/2" ISOLATION <br />4"HAMFER (i-STORY)JOINT <br />Il •6" CHAMFER (2STORV) <br />Z <br />SEE SCHEDULE #8 <br />N30" <br />JOINT (WHERE <br />APPLICABLE) <br />•! iAPPLICABLE) <br />z 4 EE SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />' <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />#� <br />' <br />��XTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:a4"=1'-0' <br />2 SCALE:a'4'•=1•-a' <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />W <br />O a I <br />m S NEW REINF. BAR <br />2"CAPPED <br />O a SECURED W/2-PART <br />a g EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", UNO <br />WIFLANGE @ BASE <br />= O FOLLOW ALL MANF. <br />y SPECIFICATIONS FOR <br />a <br />4 <br />USE AND <br />F <br />n <br />PREPARATION OF <br />0 a <br />SECURE FLANGE TO <br />Z HOLE. <br />W <br />Jo <br />SLAB WI(4)1/4"X 21/4" <br />p <br />TAPCONS <br />0'QO <br />4" CHAMFER (I -STORY <br />6" CHAMFER (2STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />SCALE: 3/4"=1'-0' <br />SCALE: <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />g <br />as <br />s> <br />�c <br />mW <br />U <br />as <br />m <br />O 8" CMU WALL <br />z <br />TOP OF SLAB <br />SLAB SCHEDULE <br />Z <br />Z �.. . <br />- <br />g <br />I "ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />Si--- POURED MONOLITHICALLY WITH <br />„ ------ FOUNDATION AND SLAB <br />9�.,i:•,.�y',�� <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />SCALE: 3/4"=1'-0' <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesWngroup.mm <br />AA #: 0003325 <br />W <br />V <br />O <br />�ee <br />9 <br />C <br />aUDDIV. dt LOT. <br />SILVERADO <br />LOT #14 <br />BLK. #11 <br />PROJECT# <br />04128.002-14111 <br />MODE. <br />4EBB <br />"1828-CALI" <br />GARAGE aTFMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />R " 10/23/18 <br />9CALE: 1/4"=1'-0" <br />aiIEET <br />S1.1A <br />