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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />z <br />t <br />I, <br />g <br />3TEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• <br />CELL SEE PLAN FOR SIZE AND <br />4 a <br />O } <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />d <br />CI ` <br />EGARAGE <br />Q <br />SPACING REQUIREMENTS <br />cr t <br />- <br />- — <br />�o <br />°". <br />DOOR <br />m w <br />a0 V <br />W� <br />-T� <br />OOOg666 <br />RECESS <br />m <br />o- <br />cc <br />Q <br />FM <br />= <br />`aD Z <br />S" CMU WALL <br />O U <br />S" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />W W <br />Ow <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />to N <br />TOP OF SLAB <br />TOP OF SLAB <br />... SO THAT THE STEEL REINF. IS CONTINUOUS <br />- - -� <br />•may <br />of MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />•I <br />CURB FOR <br />EXT. PORCH SLAB <br />. • <br />�_, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />16' <br />,�... <br />EXT. PORCH SLAB <br />V AJ2IES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />°..I� <br />LL CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�=p, <br />MASONRY <br />UNITS SET <br />AT EUEV: <br />IV <br />W/12'ISOLATION <br />S•• CHAMFER (2STORY) <br />4"CHAMFER (iSTORY) <br />d-0" <br />JOINT (WHERE <br />APPLICABLE) Z_ <br />- • • <br />#4 <br />SEE SCHEDULE #S <br />24 <br />3W <br />W/,2'ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />`•3.a—'� -a S" CHAMFER (2-STORY) <br />a EE SCHEDULE <br />•- <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO <br />42" <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3a'"=,'47 <br />2 <br />SCALE:3W=1•-U' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-01' <br />SCALE: 3/4"=1'-0" <br />w <br />�a <br />I <br />T CAPPED <br />�j V1 NEW REINF. BAR <br />GALVANIZED PIPE <br />O IL SECURED W/ 2- PART <br />W/FLANGE @BASE <br />a g I EPDXY. MIN. EMBED <br />J Q 6', UNO <br />Q O FOLLOW ALL MANF. <br />M <br />SPECIFICATIONS FOR <br />Q <br />m USE AND <br />I <br />SECURE FLANGE TO <br />F=- PREPARATION OF <br />SLAB W/(4) ,/4" X 2114" <br />Z w HOLE. <br />TAPCONS <br />u, <br />M o.Q�O <br />4" CHAMFER("TORY) <br />6•CHAMFER (2STORY) <br />5 BOLLARD <br />ADDING BAR TO <br />MONOLITHIC <br />FOUNDATION <br />6 <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />cc <br />�w <br />U <br />OU <br />S.C.- <br />TOP OF SLAB <br />Z <br />Z <br />SEE SLAB SCHEDULE <br />n <br />g <br />"ISOLATED" COLUMN PAD <br />60 <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />— --•- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />/ FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 0 <br />SCALE: 3/4'=T-0" <br />1441 N. RONALD REAGAN 8l <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwzbdesigngtoup.com <br />AA M 0003325 <br />Y <br />Z <br />y <br />Y <br />0 <br />a <br />O <br />4n <br />O <br />BU83DM & LOT <br />SILVERADO <br />LOT 49 <br />BLK 6 <br />PROJECT* <br />04128.002-49061 <br />MODEM.• <br />4EAB <br />"1672— ARIA" <br />GARAGE SIMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />P � D01/18/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />