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6743 Ezra Loft Pl
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6743 Ezra Loft Pl
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Last modified
3/20/2025 3:13:26 PM
Creation date
2/19/2025 11:52:38 AM
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Building Plans
Street #
6743
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
20985
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />.� � P <br />STEEL REINFORCING IN GROUTED <br />Z_ <br />2 <br />d <br />.�. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />•�. — . <br />— <br />•• ' i <br />G: <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />m <br />SPACING REQUIREMENTS <br />.F <br />111 •°:: v:- <br />7G' <br />W <br />W <br />m O <br />W1 <br />• <br />Jq <br />GARAGE DOOR <br />RECESS <br />m V <br />J <br />..1 a 1LL' --• <br />FM. <br />•�� <br />LU <br />J <br />N <br />(L <br />to <br />� <br />W <br />B" <br />Z <br />8CMU WALL <br />" <br />O <br />8" CMU WALL <br />S . CORNER BARS, SAME SIZE AS BAR <br />W <br />= <br />o <br />m _ <br />61 <br />IN FOUNDATION WITH 3a' LEG EACH <br />I' <br />W <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />m N <br />•~ <br />TOP OF SIAB <br />TOP OF SLAB <br />I ... °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />... <br />,. <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />a' <br />•• <br />SEE SLAB SCHEDULE <br />BAR SIZE DIA <br />4" CHAMFER (I -STORY) <br />#3 <br />EXT. PORCH SLAB <br />.'yy <br />VPRIES�I <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Il <br />. ICI: li <br />"'P. CONTINUOUS STEEL MONOLITHIC <br />� FOOTING REINFORCEMENT SEE SCHEDULE <br />'Ly <br />P.O. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />' 4 a '4 <br />8" CHAMFER (2-STORY) <br />#4 <br />W/ 1/7, ISOLATION <br />(I -STORY) <br />8" CHAMFER (2-STORY) <br />pB^ <br />APPLICABLE) <br />Z <br />SEE SCHEDULE #5 <br />537 <br />JOINT (WHERE. <br />APPLICABLE) <br />• i EE SCHEDULE <br />Z 4'WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE I6 <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 (1., 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />iv <br />' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:a4'=1-0 <br />2 <br />GARAGE sCALE:84"=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE; 3/4°=1'-a' <br />4 SCALE: 3/4"=1'-a' <br />I <br />5 N NEW REINF. BAR <br />2" CAPPED <br />OIL I SECURED W/2-PART <br />a g EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", UNO <br />W/FLANGE ® BASE <br />= p FOLLOW ALL MANE. <br />N SPECIFICATIONSFOR <br />4 <br />USE AND <br />H <br />PREPARATION OF <br />Z v HOLE. <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2 i/4•' <br />TAPCONS <br />4" CHAMFER II --STORY) <br />8" CHAMFER (2-STORY) <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 />Z <br />o <br />W <br />O_ <br />a <br />a N <br />O 8" CMU WALL <br />M = <br />I TOP OF SLAB <br />19 <br />SLAB SCHEDULE <br />2'' <br />i <br />"IE <br />TED" COLUMN PAD <br />RED UNDER WALLAND <br />F— <br />- ED MONOLITHICALLYWITH <br />DATION AND SLAB <br />E <br />,IZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1 0 <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX:407-774.4078 <br />www.abdasigngroup.com <br />L AA M: 0003325 <br />q <br />ii <br />0 <br />c <br />avaniv. ae Loan <br />SILVERADO <br />LOT #44 <br />BLK- #6 <br />FROJ=T <br />04128.000-04462 <br />MCDZ a <br />4EBB <br />"1828-CALM" <br />GAVAas SWXNG: <br />RIGHT <br />PAOM: <br />DETAILS <br />150 MPH EXP. B <br />( DA �` 1/29/19 1 <br />EA Im► Malmom <br />S1.1A <br />
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