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7769 Sail Clover Ln
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7769 Sail Clover Ln
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Last modified
3/21/2025 12:22:28 AM
Creation date
2/24/2025 9:31:37 AM
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Building Plans
Street #
7769
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2866
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al OT@ICTu^AL PLOW FOR <br />FLOOR PRAMe10 <br />(2) LAYEM CF S/4' PLYWO= <br />OR (2) LAYEM OI• !/4• WO <br />FLOOR MATMAL Rift FOR <br />60LID NAILMS <br />app <br />STAIR DATA. I3 <br />IUOEIUO 1N• <br />F4 TREADs . W <br />� <br />�o <br />C <br />DBL. <br />TOP <br />PLATE 9 <br />m <br />®'-0' IK FL * — <br />BAR DETAIL <br />A SCALE; 1/2'•I'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.1.8.2 <br />W/ 2X4 RE-INFORC� <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />SEC" TREAD& TO <br />6TRNsm Ulf(s) • V <br />scI • EA. eTRINSER <br />GEAR CF SMA,0OR <br />AMMOWE PL-400 014 <br />WILAR • EA <br />NORRONTAL ION <br />(WTNMADED SHAH[ TO <br />ff G DEYGRC <br />TNICOM" OF TREAD) <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF I#'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 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 />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE' 3/4'•I'-0' <br />3/4' T**"FLO01U <br />GWED . NAILED PER <br />NAILM sCWDULE <br />— — 9ECUM 2.n STIMSER TO <br />=-LWS-nd <br />NMLe TO. N41I.® <br />PROM EAOCIWDE <br />NAILNS <br />/ <br />2A eTT <br />Nmwl <br />m' <br />(e) 2.n OYP <br />/ <br />eT <br />m"W <br />UTW 2.4 9 <br />UMTN .4 OFT <br />wcC 2X4 P.T. TO 2.4 MWFOMMS . G 2.4 IOGUU WALL <br />OLAC UV (3) IOd CUT 2.n STRNSER Gomm EVeTDs O.G. MAX <br />PIAOOMW NAILS UV nd NAM r•-e• OC- <br />TAIR SECTION <br />�)g <br />ALE: 1/2'.I'-V' <br />HDR. DETAIL <br />D SCALE: i/2'•I'-0' <br />5/4' Tq OUD BOOR <br />GLUED aNAL MR <br />NAILNS OCMDULE <br />SECURE 2Xe LEDGER <br />TO Cm my Aftw <br />TAMMS • li' OG <br />MAX 6TAMEPED <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />h <br />a <br />o�o <br />C� <br />2�clQ <br />m <br />J <br />µ <br />W <br />m <br />F <br />Q <br />U <br />Q <br />Q <br />fA <br />VHDIV. & LATBBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT# <br />04181.000-30071 <br />MODEI1 <br />E401 <br />"2828- ENSLEY" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />111, 169 MPH EXP. <br />PRINT 06 14 21 <br />DATE: / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />04 <br />
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