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7696 Sail Clover Ln
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7696 Sail Clover Ln
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Last modified
3/20/2025 8:04:33 PM
Creation date
2/24/2025 9:28:28 AM
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Building Plans
Street #
7696
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2897
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C <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SGALE: V2'.I'-m <br />42' WON <br />NALP UAALL <br />UV CAP <br />(2) LAYERS OF s/4' PLY000D <br />OR (2) LAYERS CP 3/4' &W <br />PLO= MATERIAL rope POR <br />SOLID NAILMS <br />e6CLM TREA06 TO e1R6GER <br />wKsPe s' 800EU16 • EA <br />67RW0ER UNTHREADED 6W*K <br />TO EMUND WYOND Twkmm <br />CF KM PLOOR 6NEATWM — — <br />/ <br />CAP 3/4' KICK / <br />PLATE / <br />F <br />/ <br />o <br />/ <br />U <br />I' MAX. / <br />NOSING / <br />IV' / <br />MN / <br />N 2 X4 <br />2X2 SRAMM <br />• EA 2 TR61Gl1! <br />6ELVRE IWRd r'-►' Or- <br />s"CEDe <br />~ <br />/ NPOR6P'P <br />/ 6 OM AAD EONE <br />/ PL-400 OR 61MILARE • <br />IFA 00020WAL F" kA <br />2X4 ATTACFED W/ UPd <br />MAeONRY NAILS • 2X4 P.T. <br />ELOPER INTO GLAD WITHIN S' <br />STAIR SECTION <br />BSCALE. V2'•I'-D' <br />3/4' TAGY &W FLOOR <br />GLUED A 6QQSlD <br />FM PABINN" <br />smap"HE <br />CLEAR SPACE BETWEEN <br />9'-4 3/4' 2ND FIN. FLR <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' <br />It/AS <br />PER FBCR R311.182 <br />8'-0' BRG. HGT. <br />W/ 2X4 RE-hFORGING <br />PIS'-ENG'D ROiORING eY6TEM <br />\ (SEE PLO= PRAMMo OHM) <br />`(2) 2.8 WRADER, e0 PRAMM <br />NOTE: <br />HANDRAIL ENDS SHALL BE , <br />PUN <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />WAM MOM TO CCPFORM TO P'UIGt <br />POST. <br />ITN EDITION 2020 <br />MK 7REA0.IO' MAX Nom-1 3/4' <br />W*. MAX V~TIGJ IN <br />R%*FtWTREADe ADJACENT TO EACH <br />8/e' MAX. VARIATION IN ANY <br />9= <br />C 466 SECTIONI 1 . TO of I 1/4' <br />NOTE: <br />OR IN PROWN UJIND M61 Y WDE EGIUIVALENT <br />OR PRABL] • <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />NAWWW H4D MN m UAMW • W PROM <br />DIAMETER OF I#'* 2' OR A NONCIRCULAR CROSS SECTION WITH A p <br />HARROW END s4' M HANDRAIL Not <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND <br />Nam <br />iG <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />4T ACCROGUBLE IPA o IMM <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />6TAN OLMACE AND ANY OWMTO <br />P'I601ECTED Gt TF! EN0.0eED aDC <br />ulrtN vJ' eYPeu'I . <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />V-0'SOAR <br />FIN. <br />0'-0' FIN. FLR. <br />R- <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 I(601.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />D)HDR.DTL. <br />V2.I-®' <br />NOTE: FEARER FNI644 TO 15E PER <br />COMMINITY 6TANOARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6076 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA M. 000332E <br />a <br />9 <br />i <br />c <br />Ox,mSm as LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJEC <br />04181.00 -03131 <br />MOa21, <br />3EFB <br />"2447—ROBIE" <br />CiARAGNI 5WING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />%160 MPH XV. C <br />
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