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6767 Ezra Loft Pl
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6767 Ezra Loft Pl
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Last modified
3/20/2025 9:55:01 PM
Creation date
2/19/2025 12:08:11 PM
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Building Plans
Street #
6767
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
19235
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A R C N I T[ C T 8 <br />-4" il'-8" � 12'-8• <br />—___- <br />3052-SH I 3m52-SH <br />3052-SH <br />- <br />E6RE55 I EGRESS <br />EGRESS <br />TEMP. <br />I� <br />" <br />s <br />BDRM•#2 <br />Itt r <br />—_ �I <br />BDRM. 4 <br />5' <br />DRAM' <br />CHASE <br />STAIR DATA <br />4 -0' 2'-4' 6'-4" <br />16 RISERS s T54' <br />xl <br />`) <br />15 TREADS a 10' <br />NOSING <br />� <br />I � <br />of <br />I <br />3: <br />� <br />BATH #2 <br />CHA <br />'^ <br />m <br />m- <br />IR-ISH <br />-r <br />6 <br />ATTIC I I 2'-4' <br />e'-?�AGCE9S� �8,� <br />V• 0 <br />v <br />177-x <br />O J 1] <br />>B—a.--fiN. <br />r- <br />CLG. <br />S <br />J e -- IR-ISH---- <br />-SH D. I raUj. i <br />D. II W. <br />e <br />42_H.HALF I y., <br />WALL W/ <br />CHASE GAP <br />� <br />5'-4° O L--JL--J <br />3 -6 <br />1 <br />_I W.I.C' <br />'p <br />R� <br />TUB/ �I 8'-V CLG. <br />1 <br />AI <br />?8 <br />SHWR I ? <br />e <br />I 0 14 <br />BATH <br />I <br />I � <br />� � s'-m• cLG. <br />36'x6m' <br />I <br />I` LAV. LAV. SHWR PAN <br />m <br />CHASE 31- 6 <br />ro <br />5 4_0, 8:_8__—_�� 4 m <br />8 __ 4• _ 2„ <br />U> <br />4x4 P05T 4x6 POST <br />DBL STUD <br />OWNER'S <br />`r <br />SUITE 0! <br />2040-5H 2040-544 <br />8' -0' CLG. <br />TEMP. TEMP. <br />r <br />3052-614 3052-5H <br />EGRESS EGRESS <br />- ---- _ <br />S'-lm` <br />4'-4' <br />�— 21'-4' <br />I7-4" <br />38'-B' <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER <br />ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND <br />RETURN AIR GRILLE <br />THE CLEAR SPACE BETWEEN THE <br />HANDRAIL AND THE WALL SHALL BE 2 1/4' <br />HANDRAIL i 36' <br />HANDRAIL • 36' <br />W/ 2X4 Rc-INFORCI <br />NOTE: v <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH <br />A DIAMTETER OF 1314'f 2' OR A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' <br />AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. <br />EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5% <br />2. THIS RAILING SYSTEM 15 DESIGN TO RESIST A LOAD OF 5m PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON <br />THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2014 <br />SCALE: 3/4' =1' -O' <br />10'-0 3/4' 2ND FIN. FLR. <br />8'-8' BRG. HGT. <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR STW EDITION (2014). <br />MIN. TREAD.IW MAX. RISER•T <br />42' H. I/2 --. <br />3/4' 3/I6' MAX- VARIATION IN <br />RISERS/TREADS ADJACENT TO <br />WALL W/ CAP <br />EACH OTHER 3/S' MAX. <br />VARIATION IN ANY <br />GONT. . <br />RISER/TREAD HANDRAIL <br />HANDRAIL <br />CIRCULAR CROSS SECTION <br />DIA. TO ISE 1 3/4' .-1/4' OR <br />PROVIDE EQUIVALENT <br />6RASPABILITY WINDERS- MIN. <br />6' WIDE •NARROW END MIN. II' <br />WIDTH • 12' FROM NARROW <br />END 34' MIN. HANDRAIL WT. <br />0'-0' FIN. FLR <br />--- _ _—_-----(2) LAYERS OF 3/4' PLYIIIOC <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO XSHAkK <br />W//3)'S 3' SCREWS • <br />STRMGER, UNTHREADTO EXTEND BEYOND OF SUB-FLOORSHEA <br />/ n <br />/ FLR <br />/ <br />3/4' KICK- / <br />1' MAX. PLATE / STAIR DATA: <br />N051NG ol/ 15RTREADS • <br />MIN. / Im'a I' NOSING <br />d / <br />s <br />CUtSTOR. <br />TIT <br />Z � / <br />� w / <br />U / 3-2x12 SYP STRMGER <br />/ REINFORCED W/2X4 SFr <br />W/CONT. BEAD OF <br />SUB-rLOOR ADL ESI VE <br />/ 2 X 4 RE-INFORCINPL-400 OR SIMILARE <br />G N <br />EA HORIZONTAL FA <br />/ • EA. 2 X 12 STRINGER <br />SECURE W/12d 6'-8' O.C. <br />m. <br />-MASON Y 'LW/10d STAIR SECTION <br />MASONRY NAILS o 2X4 P.T. <br />SLEEPER ND, SLAB WMAX 8' 1/.\� �yEv�,•r_a <br />OF EACH END, 32' O.C. MAX. <br />3/4' TK. SUB FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCHEDULE <br />G Design <br />-.-. LONG WOOD, FL 32750 - <br />PH: 407-774-6078 <br />FAX: 407'774-4078 <br />www.a bdos igngroup'.com <br />III AA #: 0003326 <br />W <br />a <br />t <br />0 <br />a <br />U <br />W <br />O <br />F <br />0 <br />z <br />BUDDIV. da 1,07itil <br />SILVERADO <br />LOT 46 <br />BLK 6 <br />PROJZCT* <br />04128.000— 04661 <br />mopm t <br />4EGB <br />"GALEN" <br />GARAGIN OWING: <br />LEFT <br />PAGO <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />P TM D10/20/17 <br />DCAM 1/4"=1'-O" <br />823ZG�T <br />3 <br />
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