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6803 Ezra Loft Pl
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6803 Ezra Loft Pl
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Last modified
3/21/2025 5:14:07 AM
Creation date
2/19/2025 11:48:37 AM
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Building Plans
Street #
6803
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
82113
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DESL. <br />TOP <br />PLATE 9 <br />�n <br />BAR DETAIL <br />0 <br />9 <br />DIM. VARIES <br />ARCH DTL. <br />B SCALE, VZ'•I'-0 <br />AHU <br />42' I-L 1,7 <br />(BALL W/ <br />CAP <br />(2) LAYERS OF 3/4• PLYWOOD <br />OR (2) LAYERS OP 3/4' SUB <br />FLOOR MATERIAL Oft" <br />TO EMEND BEYOND 7MK309" <br />OF SUB-ILOOR SFBATNm <br />/ V <br />/ <br />/ <br />3/4• K / <br />. PLATE11. <br />/ <br />MN. / <br />p 11100� /' STOR. <br />a / 3020E OYO WX4 III R <br />/ ReNP Bl44 DOFOF <br />m / / PL-48�O OR SIM �V: <br />,® EA HORIZONTAL RUA4 <br />INF;ORC/ / • eA 1 STRINGER <br />/ xa4RE WAid S•-S' O.C. <br />-2X4 ATTAC"M tW Wd <br />MASCXW HAILS • 2X4 P.T. <br />LIMPER INTO SLAB WITMN S' <br />OP IA04 END. 32' OL. MAX <br />42' K MALP WALL <br />W/ CAP <br />3/4, T40 OUB PLOOR <br />GI -LIED 4 OCIiEUED <br />PER FASTENER <br />SC►CDLLE <br />PLR TIWBSEa <br />W-V SM. HGT. HANDRAIL S 36' <br />W/ 2X4 RE-INFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 In' <br />AS PER FBCR R311.1.81 <br />STARS OWNS TO CGMORM TO PSCR 67W <br />HANDRAIL ENDS SHALL <br />EDITION MOIT> <br />BE <br />6TAIR DATd, <br />MN TREAD.10' MAX. RBER•1 3/4. 3/IS' <br />RETURNED TO THE WALL OR <br />MAX VARIATION N 0,611RUTREADS <br />TERMINATE INTO A NEWEL <br />IS TREADS • <br />ADJACENT TO EACH OTHER 3/E' MAX. <br />jo'. I. NOSWVARIATION <br />N ANY RSERR111E.4D HANDRAIL <br />POST. <br />GNRGILAR CROSS SECTION DIA TO BE 13/4' <br />R PP17ADE EQUIVALENT <br />LOU4. <br />ABILITY &I DER0- MN. 6' WDE • <br />NARROW END MN n' WOT41 • U' PROM <br />NARROW END 34' MARL HANDRAIL W. <br />NOTE: <br />Nam> <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />•ENCLOSED ACCE88EiLE SPACE UNDER <br />STAIRS S"LL HAVE ".LS, UPDER STAIR <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />THE ENCLOSED SIDE WttH V2' aYP'&Z'I <br />150ARD8. FDCR 3B2.T. <br />A LAMEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />-m• PIN. PLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601$.i / F.B.C. 2011 <br />STAIR SECTION <br />C SCALE, la'•I'-0' <br />D HANDRAIL SECTION <br />A4 <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774807E <br />FAX: 407-7744078 <br />www.ebdoeWngroup.eom <br />AA 0: 0003325 <br />�p <br />V <br />r <br />av2OXv aft LNOT: <br />SILVERADO <br />LOT #51 <br />BLK. #6 <br />pmojwT/ <br />412 02- 6 <br />molmm <br />4EHB <br />"2605- HAYDEN" <br />GARAGZ SWIM 2 <br />RIGHT <br />PAGM: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />150 MPH EXP. B <br />
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