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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />`t <br />d <br />STEEL REINFORCING IN GROUTED <br />SEE PLAN FOR SIZE AND <br />[—�• <br />I ° . <br />• • <br />.-. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />ILCELL <br />SPACING REQUIREMENTS <br />,•�° <br />°_ <br />:. <br />•t.= <br />GARAGE DOOR <br />m LU <br />V1 <br />_. I" <br />. T� .". <br />1 <br />' ..I ° 3_Fhr- ' <br />RECESS <br />J <br />e <br />vl <br />Q <br />• <br />B' <br />y z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />• . CORNER BARS, SAME SIZE AS BAR <br />I <br />w w <br />O i0 — <br />5 <br />Z <br />• IN FOUNDATION WITH Nr LEG EACH <br />I' <br />IL = <br />c <br />•_ <br />J (�' I WAY AT ALL CHANGES IN DIRECTIONS <br />N N <br />"• <br />" <br />• <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... j SO THAT THE STEEL REINF. 18 CONTINUOUS <br />,_ <br />,.I. <br />+—,I•I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />. <br />CURB FOR <br />. <br />EXT. PORCH SLAB <br />.. • <br />���• <br />SEE SLAB SCHEDULE <br />BAR SIZE 18 BAR DIA <br />4" CHAMFER (1STORY) <br />M3 18" <br />' <br />EXT. PORCH SLAB <br />..I <br />/ <br />li SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />I� <br />'"°, CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />ZOO. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE ! <br />8" CHAMFER (2STORY) <br />aP4 <br />24" <br />W/ la'ISOLATION <br />(14S70RY) <br />• 8" CHAMFER (2-STORY) <br />APPLICABLE) a <br />SEE SCHEDULE A`5 <br />3a' <br />JOINT (MERE <br />EE SCHEDULE <br />A <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />38 <br />APPLICABLE) <br />Z <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 (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />a2^ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'•a <br />BARS DETAIL <br />DOOR OPENING <br />SCALE:34"=1'-a' <br />GARAGE <br />(DCO2RNEER <br />4 <br />SCALE: 3/1"=r-a' <br />SCALE: 3/4„=r-01' <br />W j <br />2" CAPPED <br />S N NEW REINF. BAR <br />GALVANIZED PIPE <br />W/FLANGE 0)BASE <br />O a. SECURED W/ 2- PART <br />d g I EPDXY. MIN. EMBED <br />Q 8", UNO <br />FOLLOW ALL MANF. <br />M <br />m SPECIFICATIONS FOR <br />m USE AND <br />I <br />SECURE FLANGE TO <br />SLAS WIT 1/4" X 2 1 /a" <br />F=- PREPARATION OF <br />(9 4 HOLE. <br />w a: <br />�.LTAPCONS <br />J <br />O Q <br />M •�0 <br />Q <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />ADDING BAR TO <br />MONOLITHIC FOUNDATION <br />6 <br />SCALE: 3/4"=1'-a' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />oC <br />U <br />p N <br />8" CMU WALL <br />I•' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Z <br />Z <br />— <br />"ISOLATED" COLUMN PAD <br />ro <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WATH <br />�• _ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />/ FOR WXD, BAR SIZE <br />I <br />Y AND BAR QUANTITY <br />/I. <br />T <br />COMBINED EXTERIOR MONO - <br />FOOTING FOOTING COL. PAD <br />10 <br />SCALE 3/4"=1'-11' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />a <br />� <br />el <br />I <br />svzwiv. ae LOT, <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />FS04 IT* <br />4 0 — 061 <br />acoasxs <br />4EAB <br />"1672— ARIA" <br />OAMAGM swam: <br />RIGHT <br />AAOM <br />DETAILS <br />50 MPH EXP. <br />DATM 03/11/19 <br />SCAM 1/4"=1'-0" <br />Milz= <br />S1.1A <br />