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6828 Wagon Trail St
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6828 Wagon Trail St
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Last modified
3/21/2025 6:44:34 AM
Creation date
2/24/2025 9:56:01 AM
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Building Plans
Street #
6828
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20701
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />g STEEL REINFORCING IN GROUTED <br />•^— <br />T7• <br />i <br />CELL SEE PLAN FOR SIZE AND <br />d y CELL SEE PLAN FOR SIZE AND <br />y, � •�o <br />SPACING REQUIREMENTS <br />O > SPACING REQUIREMENTS <br />v� <br />?a <br />C <br />ui <br />rc¢ t <br />¢ u, <br />f !(�rr <br />I I I �..�`..T` <br />r �c <br />GARAGE DOOR <br />RECESS <br />W <br />d' N <br />8" CMU WALL <br />O 8" CMU WALL <br />1 CORNER BARS, SAME SIZE AS BAR <br />W W <br />B' <br />O <br />b <br />I IN FOUNDATION WITH W' LEG EACH <br />(/'� <br />I" <br />Lu = <br />m '- <br />(� WAY AT ALL CHANGES IN DIRECTIONS <br />'8 <br />W N <br />M <br />TOP OF SLAB <br />TOP OF SLAS <br />I ... I v SO THAT THE STEEL REINF, IS CONTINUOUS <br />• <br />• <br />-•II•I• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />ILL <br />`Lv/ <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />W//2"ISOLATION8" <br />SEE SLAB SCHEDULE <br />e BAR DIA <br />4" CHAMFER (,STORY) <br />.• <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />- <br />EXT,. POSLAB4" CHAMFER <br />'' v. 1 CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />y <br />-' 7;, <br />UNITS SET <br />AT ELEV: <br />CHAMFER (2STORV)1S' <br />W/ 1/2" ISgATION <br />(1SOORY) <br />p•-0. <br />JOINT(WHERE24" <br />SCHEDULE <br />U*7 <br />3d, <br />JOINT (WHERESEE <br />APPLICABLE) <br />l . 6" CHAMFER (2STORY) <br />Z a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR VVxD, BAR SIZE <br />31 <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 (te. 2 TO 3, PROVIDE 2 BARS), LINO <br />42' <br />v <br />EXTERIOR MONO -FOOTING <br />r,, XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />' scALE:34°=r-m <br />sCALE:3/4"=,'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=V-0" <br />ui <br />uull J <br />I <br />5 N NEW REINF. BAR <br />a. SECURED W/ 2- PART <br />2"CAPPED <br />a g EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", UNO <br />W/FLANGE ® BASE <br />¢ O FOLLOW ALL MANF. <br />W SPECIFICATIONS FOR <br />4 <br />USE <br />H � <br />M <br />PREPARANDATION OF <br />Z • HOLE. <br />SECURE FLANGE TO <br />uJ <br />SLAB W/(4) ,/4" X 2 11W' <br />TAPCONS <br />ir <br />j <br />P <br />4" CHAMFER (,STORY) <br />8" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />: <br />MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />o� <br />U <br />0. <br />01n <br />8" CMU WALL <br />0 <br />M = <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Z <br />— • :. <br />Z <br />"ISOLATED" COLUMN PAD <br />m <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY W,TH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUAWITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 0 <br />SCALE: <br />�� IN <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />It <br />2 <br />C <br />44 <br />0 <br />MOP <br />SILVERADO <br />LOT #9 <br />BLK" #11 <br />PROJS7CT <br />4 .00 —09 <br />moDSL• <br />4EBB <br />"1828—CALL" <br />OARAOa SWINO: <br />RIGHT <br />PAO)c: <br />DETAILS <br />150 MPH EXP. B <br />r-pnnmDA 10/23/18 <br />sCA=.1/4"=f-0" <br />a - 47 <br />S1.1A <br />
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