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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR AND <br />d n: <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�•r _._ <br />i — <br />d a <br />SIZE <br />SPACING REQUIREMENTS <br />p <br />SPACING REQUIREMENTS <br />• <br />O <br />W <br />m V <br />W <br />_ <br />"1 jp <br />GARAGE DOOR <br />RECESS <br />m V <br />OD J <br />It N <br />FM <br />r, <br />cr co <br />i <br />W CMU WALL <br />O <br />B" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />Ij�� <br />W W <br />B' <br />O <br />�- <br />i_ <br />l IN FOUNDATION WITH 30" LEG EACH <br />' 1 <br />= <br />WAY AT ALL CHANGES IN DIRECTIONS <br />a1 y <br />TOP OF 3LAB <br />TOP OF SLAB <br />' ...I SO THAT THE STEEL REINF. IS CONTINUOUS <br />/f� <br />{ � • SrI <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />•) r. <br />?k- <br />CURB FOR <br />1_XT. PORCH SLAB <br />c <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />4" CHAMFER (1STORY) <br />if3 <br />48 BAR DIA <br />18" <br />EXT. PORCH SLAB <br />rl / . SEE SLAB SCHEDULE TOP OF GARARIOUS <br />MM <br />1� <br />' p. III CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />r;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />�.. <br />e" CHAMFER (2-STORY) <br />4" CHAMFER (,STORM' <br />Il <br />01-0" <br />JOINT (NMERE <br />APPLICABLE) <br />•.'r <br />i <br />xq <br />SEE SCHEDULE <br />P4• <br />3a' <br />W/ 1!2" ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />• 8" CHAMFER (2-STORY) <br />•! 10 EE SCHEDULE <br />i 4 <br />. <br />HAVING <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONSPROVIDE <br />FOR WXD, BAR SIZE <br />#e <br />36 <br />FOR WXD, BAR SIZE <br />g <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />• <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCAlE: 3/4"=1'-a' <br />2 SCALE: 3l4"=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />r, <br />3 <br />4 <br />SCALE: 3/4°=1'-a' <br />SCALE: 3/4'=1'-0" <br />I <br />5 to NEW REINF. BAR <br />O SECURED W/2-PART <br />2"CAPPED <br />a EPDXY. MIN. EMBED <br />I <br />GALVANIZED PIPE <br />8", UNO <br />S <br />W/FLANGE 0 BASE <br />= O FOLLOW ALL NWJF. <br />toySPECIFICATIONSFOR <br />4 <br />Q USE AND <br />1=- PREPARATION OF <br />HOLE <br />Z 0_ <br />SECURE FLANGE TO <br />W <br />J <br />BLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />4" CHAMFER (I -STORY) <br />B" CHAMFER (2STCRY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />p <br />U <br />p W 8" CMU WALL <br />0 <br />I•' _: _ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />i <br />i <br />- •' .• <br />ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />�-- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.3�a......r <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />T <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 0 <br />SCALE: 3/4"=1' 0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />ICI FAX: 407-774-4078 <br />l www.abdoskgngroup.mm <br />AA#: 0003325 <br />o <br />Q <br />� <br />0 <br />mm <br />IlLMDSV. So LISS <br />SILVERADO <br />LOT #16 <br />BLK" #7 <br />PROJECT <br />4128.00 —1607 <br />MODEIs <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ARCH <br />STATEPE <br />A CRA <br />AR NO 96722 <br />DAM 3/08/19 <br />sC,%=: 1/4"=1'-0" <br />w1wx= <br />S1.1A <br />