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6850 Wagon Trail St
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6850 Wagon Trail St
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Last modified
3/21/2025 8:32:34 AM
Creation date
2/24/2025 9:47:55 AM
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Building Plans
Street #
6850
Location
Wagon Trail St
Contractor
D R Horton Inc
Building Plans - Permit #
20700
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />f <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />g STEEL REINFORCING IN GROUTED <br />G a CELL SEE PLAN FOR SIZE AND <br />• . <br />v a <br />= a <br />SPACING REQUIREMENTS <br />L1 } SPACING REQUIREMENTS <br />'•vv'J,' v: <br />..- <br />�P•: <br />GARAGE DOOR <br />Q W <br />w In <br />U W <br />_: . <br />� <br />RECESS <br />mJ <br />as � <br />< <br />v ". <br />r FM <br />a <br />¢ 0) <br />8" CMU WALL <br />O V) 8" CMU WALL <br />I .��— <br />CORNER BARS, SAME SIZE AS BAR <br />N W <br />6• <br />O <br />- <br />l IN FOUNDATION WITH Nr LEG EACH <br />I <br />W = <br />o <br />,- 0-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />rn N <br />v) <br />�~~ <br />TOP OF SLAB40- <br />TOP OF SLAB <br />I ..• SO THAT THE STEEL REINF. IS CONTINUOUS <br />/,/'���' <br />,ai--t-r�' <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />vl <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />.i <br />e <br />•'� <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />78 <br />•� <br />- V I S <br />SEE SLAB SCHEDULE TOP OFF <br />EXT. PORCH SLAB <br />I'I� ILL <br />v. CONTINUOUS STEEL MONGJTHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'- 7;0. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (YNiERE <br />^ f • �� <br />8" CHAMFER (2STORY) <br />#4 <br />24' <br />4" CHAMFER (1STORY) <br />W/ 112" ISOLATION .�" r, �� 6" CHAMFER (2STORY) <br />�_. <br />0'-01 <br />APPLICABLE) <br />i <br />SEE SCHEDULE <br />#5 <br />30 <br />JOINT (WHERE <br />APPLICABLE) <br />•iEE SCHEDULEs <br />Z A.NSITIONS <br />ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />38' <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 BARS), UNO <br />#7 <br />42' <br />N <br />r`�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE 3/4" I-` <br />@ SCALE:314"=1'-0" <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: <br />SCALE: 3/4"=1'-0" <br />u1 <br />oa <br />,0 NEW REINF. BAR <br />2'CAPPED <br />Oa I BEC If <br />g EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", LINO <br />W/FLANGE ® BASE <br />S p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />4 <br />rn <br />Uco SE AND <br />F <br />m PREPARATION OF <br />a Y <br />URE FLANGE TO <br />Z HOLE. <br />W <br />W/(4) 1/4" X 211C <br />o O <br />M?O <br />L:TAPCONS <br />4" CHAMFER (1STORY) <br />8" CHAMFER (2STORY) <br />- <br />ADDING BAR TO <br />BOLLARD <br />�1 <br />MONOLITHIC FOUNDATION <br />5 <br />SCALE: <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />o> <br />�W <br />U <br />v � <br />a <br />0 (0 <br />p 8" CMU WALL <br />0 <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Z <br />Z ' <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />Fl.R <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLABEDULE <br />,BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 0 <br />SCALE: <br />7A41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-7744078 <br />www.abdesigrigroup.com <br />AA #: 0003325 <br />Z <br />h <br />m <br />�i <br />O <br />1d <br />C <br />svlwiv. ag WTt <br />SILVERADO <br />LOT #12 <br />BLK" #11 <br />PRDMMT/ <br />04 28.002-12111 <br />Imonmu <br />4EBB <br />"1828—CALI" <br />0AP tGA swu90: <br />LEFT <br />PACE: <br />DETAILS <br />%150 MPH EXP. B <br />!'ADD A ABOUCHACRA <br />L AR NO 93M <br />D TM 11/15/18 <br />sCA=. 1/4"=1'-O" <br />algmwr <br />S1.1A <br />
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