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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />��' <br />CELL SEE PLAN FOR SIZE AND <br />Q CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />' ° <br />> <br />}A.,SPACING <br />REQUIREMENTS <br />T <br />is <br />GARAGE DOOR <br />a W <br />m U W <br />4� <br />I <br />RECESS <br />U <br />a 4r� <br />— <br />FM <br />°, <br />g <br />tr N <br />W CM WALL <br />O W 8" CMU WALL <br />> f 1 CORNER BARS, SAME SIZE AS BAR <br />I <br />W W <br />8' <br />0 <br />° >I IN FOUNDATION WITH 30" LEG EACH <br />W U <br />m <br />- <br />0•S• <br />TOP OF SLAB <br />w LA13 <br />TOP OF SLAB <br />°Id' I WAY AT ALL CHANGES IN DIRECTIONS <br />I ... ( "� SO THAT THE STEEL REINF. IS CONTINUOUS <br />.I <br />Co <br />i <br />7 <br />_ <br />a <br />° I MATCH AMOUNT OF CONTINUOUS BARS <br />DI <br />CURB FOR <br />EXT. PORCH SLAB <br />n <br />� � <br />SEE SLAB SCHEDULE <br />DIA. <br />4" CHAMFER (1-STORY) <br />� -VARIES <br />� SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLABW/1fZ' 4"CHAMFER <br />'' � a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�=p, <br />MASONRY <br />UNITS SET <br />AT ELEV6" <br />ISOLATION <br />(WHERE <br />-,_ <br />f • <br />CHAMFER (2STORY) <br />W/ 1!Z' ISOLATION`-�—" <br />(1STORY)JOINT <br />"`'r`•-�rr----• <br />G' CHAMFER (2STORY)APPLICABLE) <br />i <br />SEE SCHEDULE <br />M#741' <br />JOINT(WHERE. <br />APPLICABLE) <br />n EESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />_i 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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4"=1'-0' <br />/ \ CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />.� <br />'7I <br />4 <br />SCALE: <br />W <br />W <br />oa <br />N NEW REINF. BAR <br />O 4. SECURED W/ 2- PART <br />g <br />2" CAPPED <br />0- <br />I EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q e", LINO <br />W/FLANGE @ BASE <br />Q 0 FOLLOW ALL MANF. <br />U) a SPECIFICATIONS FOR <br />m USE AND <br />I <br />I~ PREPARATION OF <br />W HOLE, <br />SECURE FLANGE TO <br />SLAB W/(4)1/4'X214'J <br />TAP CONS <br />L <br />Q <br />F4"AMFER(1STORY) <br />AMFER (2-STORY) <br />ADDING BAR TO <br />5 <br />BOLLARD <br />G <br />MONOLITHIC FOUNDATION _ <br />SCALE: 3/4"=1'-0' <br />SCALE: 3l4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />o(L <br />m U <br />y J 3 HI <br />a <br />p m B' CMU WALL <br />bi <br />M - w O'-0" <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />i <br />— < <br />_F"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />EDULE <br />s,BAR SIZE <br />��AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />COL. PAD <br />1 V <br />SCALE <br />SCALE: <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde lgngmup.com <br />AA #: 0003325 <br />d <br />y <br />0 <br />a <br />U <br />G <br />e� <br />C <br />SUBDIV. de LOT: <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />IPROJECT# <br />04128.000-07111 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 131►WG: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 MPH EXP. B <br />pRu4T <br />DATE. 10/11/18 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />