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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING INGROUTED <br />i <br />I• STEEL REINFORCING IN GROUTED <br />CELL FOR SIZE AND <br />SEE PLAN <br />d d <br />CELL SEE PLAN FOR SIZE AND <br />° <br />Y <br />SPACING REQUIREMENTS <br />'I. SPACING REQUIREMENTS <br />Y- <br />GARAGE DOOR <br />Q W <br />m U <br />W <br />° <br />iq <br />RECESS <br />Q <br />° <br />¢q] <br />N <br />- Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />> . CORNER BARS, SAME SIZE AS BAR <br />I <br />W <br />O <br />6 _2 <br />-oy <br />m ? <br />+ - '0' <br />�.°I IN FOUNDATION WITH 30' LEG EACH <br />W U <br />TOP OF SLAB <br />$ WAY AT ALL CHANGES IN DIRECTIONS <br />I ... � • � SO THAT THE STEEL REINF. ISCONTINUOUS <br />y y <br />TOP SLAB OF <br />-«--r--� <br />, oI MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />W/U2" <br />e <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 18" <br />EXTPO4"CHAMFER <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />(1STORY). <br />UAND <br />i <br />I °I °: ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� <br />•p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />ISOLATION <br />JOINT (WHERE <br />• • <br />6"CHAMFER (2STORY) <br />#4 <br />24" <br />W/ <br />6"CHAMFER (2STORY)APPLICABLE) <br />2 <br />SEE SCHEDULE #5 <br />30„ <br />JOINT(EE <br />SCHEDULE <br />FOR WAD, BAR SIZE <br />APPLICABLE) <br />Z <br />OR WAD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY <br />#7 <br />42' <br />BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <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 />1 <br />SCALE:34"=r-o <br />2 <br />SCALE:3/4"=V-a' <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-fY' <br />SCALE: 3/4"=1'-0" <br />W <br />ch, <br />W <br />2" CAPPED <br />0 0- NEW REINF. BAR <br />GALVANIZED PIPE <br />W/FUANGE Q BASE <br />O a. SECURED W/2-PART <br />R g I EPDXY. MIN- EMBED <br />Q 8", UNO <br />0 <br />2 p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />co I <br />= m USE AND <br />SECURE FLANGE TO <br />v PREPARATION OF <br />SLAB W/(4) 1/4" X 2 1 W <br />Z HOLE. <br />TAPCONS <br />W <br />7 4•' CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />BOLLARD <br />ADDING BAR TO <br />sDALE.34,.='� <br />6 <br />MONOLITHIC FOUNDATION <br />SCALE: 3l4"=1'-D" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />¢a <br />s> <br />�w <br />m W <br />U_ <br />a a <br />p N <br />8" CMU WALL <br />p <br />•, POURED LINTEL CONT. (TYR) <br />8"CMU FILLEO CELL(iYP.) <br />TOP OF SLAB-. <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 72505D BOLTS 5" <br />Z <br />Z <br />- <br />♦'° <br />MINIMUM EMBEDMENT INTO <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />„ <br />- --- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />/ FOR WAD, BAR SIZE <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />10 <br />scALE: 3 a' =1'-a <br />11 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-774.4078 <br />www.abdesigngroup.mm <br />AA #: 0003325 <br />a <br />W <br />� <br />WWW <br />o <br />4 <br />MV <br />et <br />as <br />OUNDIV. & LAT: <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />PROJECT# <br />04128.002-1 072 <br />1[ODEL• <br />4EAB <br />1672— ARIA" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />15 <br />D 07/10/19 <br />a�: 1 /4"=1'-01 /4'=r-0" <br />S1.1A <br />