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6875 Ezra Loft Pl
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6875 Ezra Loft Pl
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Last modified
3/21/2025 9:23:22 AM
Creation date
2/19/2025 12:21:39 PM
Metadata
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Building Plans
Street #
6875
Location
Ezra Loft Pl
Contractor
DR Horton
Building Plans - Permit #
21273
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Nam <br />STAIR <br />TO RE <br />MIL <br />3/4' - <br />mew <br />EACH <br />YAM, <br />IISBQ <br />CIPM <br />DIA 1 <br />i' uE <br />YIDTH <br />END: <br />l��F—ter <br />r <br />DBL. <br />TOP <br />PLATE 0 <br />in <br />BAR DETAIL <br />A <br />10'-D 3/4' 2ND FIN. PLR <br />(2) LAYERS CF 3/4' PLYWOOD <br />OR (21 LAYER6 OF 3/4' SM <br />FLOOR MATERIAL IIP6 FOR <br />SOLID HAILING <br />SECURE TREADS TO STRONGER 3/4' TOG SUB FLOOR <br />UW376 S' SCOMIB • EA aLum N SCRIBED <br />STRINGER INTH#EADED SHANC PER FASTER <br />TO EXT04D BEYOND THICKNESS SOEDULE <br />OF SLV W LOOR GWATHNG <br />D <br />B'-V BRCS. HCsT. <br />G. <br />FLRFIQ- TRUSSES <br />/ <br />s RISERS To COFOR'1 <br />CR 6T14 EDITION 001T). <br />/ <br />READ.IO' MAX. RISER-1 u, � � <br />3/4' KICK / <br />AW MAX. VAIdATION N <br />PLATE <br />STAIR DATO: <br />MAIVF-.ADS ADJACENT TO UL4LL UV CAP <br />I' MAX. / <br />MAX. <br />O4TION <br />10' 16R • 154, <br />NOSIN.s / <br />AN <br />N ANY C,pNT. <br />15 TF�ADB R <br />M 10'. 1' NOSSJCa <br />/ <br />VW <br />LAIC C HANDRAIL HMlDRAIL <br />LAR claaeG EECTiON0 <br />/ <br />BE 4' VVOle <br />02 EaIALENT <br />PAWLITY WINDERS- FIN. <br />/ S T 0 R . <br />NARROW END 1U I' <br />12' <br />W U <br />/ <br />FROM N,ARROI <br />_ <br />BOLOS® ACOMeISLE <br />14' MPL HANDRAIL MGT. <br />1L-AM"' 1" 11 .11 <br />/ ANALL HAV! P001O TED ON T.ue etUpAee sND <br />ANY SOPPITS HIII <br />DDI71 <br />SSM VM LIi ' 6T�~ BOAS Fent�. <br />O <br />ib L'u <br />/ 3-2xO SIT STRONGER <br />~ Q <br />/ REINFORCED SIT <br />Y <br />=m <br />S <br />0=14T. BEAD OF <br />SIIB-IiOO! ADHESIVE <br />/ I L.400 OR SIMILAR • <br />2 X 4 RE-INFOR-NG EA HORIZONTAL NIN <br />m'-D' FIN. FLR <br />/ <br />• EA 2 X D STRINGER <br />SECURE W/Od 6'-V O <br />`2X4 ATTACHED e1/ 10d <br />MASONtY NAILS • 2X4 P.T. <br />eL�ER INTO SLAM) OTNN r <br />OF EACH BD, 32' = MAX <br />rrLTAIR DETAIL <br />DIM VARIES <br />i0 <br />c0 <br />0 <br />9 <br />DETAIL <br />(�,-,-�AARCH <br />ALE, 1/2 . 1'-D' <br />HANDRAIL • 36' <br />OH 2X4 FM.WON <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R31OD2 <br />NOTE. - <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF I4't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <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 />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16018.1 / F.8 C. 2011 <br />DETAIL <br />@IHAPNDRAI�L <br />E: 3/4'.I-0' <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesingroup.mm <br />AA 9: 0003325 <br />t <br />0 <br />d <br />0 <br />a <br />'-summm Ae Lop <br />SILVERADO <br />LOT #53 <br />BLK. #6 <br />Pao"mTIII <br />04 28.002-53061 <br />MODEL: <br />4EGB <br />"GALEN" <br />GARAGE 811111Fi?iG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATM 1/18/19 <br />SCALE: 1/4"=1'-0" <br />atimm <br />A1A <br />
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