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BIN B-5 PERMIT 4360
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BIN B-5 PERMIT 4360
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Last modified
7/24/2008 8:28:14 AM
Creation date
7/22/2008 2:54:16 PM
Metadata
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Building Plans
Street #
7857
Location
MERCHANTVILLE CR
Contractor
LENNAR HOMES
Building Plans - Permit #
4360
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<br />LA TEST DATE : IN PROCESS DESCRIPllON : <br />REVISION DATE: <br />09/24/03 <br /> 07/20/04 E. W.O. #1373 <br /> <br />12 <br />5, <br /> <br />RIDGE VENT <br /> <br />~NGLE <br />R07 <br /> <br />STUCCO <br />FINISH <br /> <br />RIDGE VENT <br /> <br /> <br />b hlNGLE -1f5 <br /> R07 <br /> T.O.M. <br /> ~90RATIVE E3 ........... <br /> ~CORATIVE 0 <br /> I <br /> Fl? """"""'" FIN~ co <br /> FINISH FLOOR UNE <br /> 1""- <br /> <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br />T.O.M. <br /> <br />T.O.M. <br /> <br />4CORATIVE <br />FI~~ <br /> <br /> <br /> <br />o <br />I <br />co <br /> <br />B <br /> <br />o <br />I <br />co <br /> <br />E3 <br /> <br />I ~ <br /> <br />EJE]! <br /> <br />~CORATIV <br />FIN~ <br />FINISH FLOOR LI <br /> <br />~CORATIVE <br />F1N~ <br /> <br />FINISH FLOOR LINE <br />?fs'SDUEMtl <br /> <br />GRADE LINE <br />\ASSU~ED) <br /> <br />LEFT ELEVATION <br /> <br />SCALE: 1/8" = 1'-0" <br /> <br />RIGHT ELEVATION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />~ '<t <br />L.{) <br />a m <br />CD <br />() <br />QC c <br />(/) <br />~ <br />(/) <br />CD <br />C E <br />0 <br />.r: <br />tJ <br /> <br /> <br /> ~ w <br /> ~ <br /> ~ <br /> C0J] oc <br /> ~ <br /> ~ <br />~ t~rPtDGE 00 oc <br />~ <br />PICAL) 0 <br /> ~ ~ <br /> <br />SCISSOR <br />TRUSSES AT <br />24 O.C. <br /> <br /> <br />DECORATIVE <br />FINISH <br /> <br />T.O.M. <br /> <br />BANDING 4ucco <br />DOUBLE FINIS~ <br />KEYSTON,E V <br />SADDLE (lYPICAL) <br />6" BANDING <br /> <br /> <br /> <br />T <br />\ <br /> <br /> <br /> <br />[HE <br /> <br />DDDD <br />DDDD <br />DDDD <br /> <br />DDD <br />DDD <br />DDD <br /> <br />BR 3 <br /> <br />"'" <br />I <br />co <br /> <br />FAMILY <br />ROOM <br /> <br />- <br />T <br />\ <br /> <br />MASTER B <br />BR. <br /> <br />- <br />co <br />\ <br /> <br /> <br />- <br />\D <br /> <br />FINISH FLOOR LINE <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1 '-0" <br /> <br />AA <br /> <br />GRADE <br /> <br />GRADE LI <br />\ASSUMED <br /> <br />FRO NT <br /> <br />SCALE: 1/4" = l' -0" <br /> <br />"A" <br /> <br />ELEVATION <br /> <br />JOINTS IN ~AT14INc, <br />MIN. 6'_~', MAX. 9'.~' <br /> <br />>> <br />I <br />, <br /> <br /> <br />TO THE BE5T (A- THE fr<<jINEER'5 KNO.l.l.EDGE AND BELIEF, THE <br />5TFOC'IURAL FlAN5 AND $fECIFICAT1()l5 ca1PL Y UJI111 THE <br />R..ORIDA BUILP~ CODE, $ECTICN lh06 FOR 120 M.P.H. 3 5ECOO <br />Gl.J5T, ~ '6' llAND Z~ (2001 EDITICW. <br /> <br />11115 ~ AND DE51GN 15 VALID FOR 12 ~ AflER THE <br />DATE 15 51GNED AND &EALED. <br /> <br />51GNEJ) AND 5EALED FOR THE 5~ FORT1CN (A- 11115 <br />DAAlJit'(S eM. Y. <br /> <br />6ACKNAIL. WI (2) 16d NAIL& <br />2'x4' OUiLOOKER . 24' OIC <br />I~ 1-13 CLIP <br />INGLE 2'x4' iOP PLAil: <br />END NAIL.ED WI (2) 16d INiO &T\JD& <br />. (2) 16d TOENAILED INTO OUTL.OOKER <br /> <br />5EE &iFa.lCT\JRAL NOTES AND NAIL.ING <br />5Q.IEDULE FOR ~AT14INc, DETAIL <br /> <br />2')(4' CRO&e e <br />AT RIDGE FAe <br />AT EACl-4 JOINT WI <br />(2) l~dx.3' <br /> <br />SI1'1P5ON eFl <br />&1 ~ I-ll~ OR EQUAL. <br />111 EA OUTLOOKER <br />2'x4' KNEE WAL.L WI eT\Jpe . 24' OIC <br /> <br /> <br />24'><24' OR 16'x16' <br />MASONRY COLUMN <br />FILLED WI 2~~&t CONe. <br /> <br />$EE FLAN FOR AMOJ-lT tMI <br />LOCATION OF RE~T <br />NOTE, <br />8'xl6' LNITS MAY BE <br />UOEP LNLE&$ ll.OOD COLUMN <br />15 FRAMINU ON TOP Cf <br />COLUMN <br /> <br />. SEAM, e.EE PLAN5 <br /> <br /> <br />2'X4' PIAGONAL e~lNc, . MID.l-IEIOOT <br />WI (2) 16d PER CC'N'/ECTION <br />'L.' 6RACE TO EXTEND .. LEAOT <br />'3~% OF LLJE6 LENGT14 (5EE T A6LE) <br />2'x4' CONi. eLOCKING <br />llJ/ (2) 16d PER JOINT <br />1MP5CN l-l3 <br />2'x4' CANT. . 24' OIC <br /> <br />51MP50N MT51e TWl5T 5TRA <br />FROM SEAM TO COLUMN <br /> <br />P.T. DeL. 2 x 4 S.U.C. <br />ATTACf.4 2-PLIE$ ON EA FACE <br />WI llZld NAIL5 e 8' O.C. <br /> <br />TYPICAL MASONRY COL. <br />SCALf; 3/4"=1'-0" <br /> <br /> <br />GYPSUM WAL.L. eoA <br />(2) 16d TI-l~ ~ I.l.E 2) 16d Tl4R~ 6L.OCKINc, <br />V 2'X6' P.T.6ILL <br />2'x4' 'T' ON TOP OF PANEL <br />6LOCKING, FAeiEN WIT &/9' OR 112' CEIl-INc, DCN5E / <br />l~dx.3' 111 4' OIC GYPeuM WALL. 60ARD FASTENED -.I <br />WIT14 ad COOl..ER NAIL6 OR I 114' l.ONG <br />DR'rUJAL.L. $CREI.l.IS CCt1PL. YING WIT14 AOTM Cl~ <br />FOR I=IRST 9'-'" l=RCM END WALl- <br />. 4' OIC TYPICAL. <br /> <br />(2) 16d <br />NT. 2')(4' END NAILED WI (2) l~d <br />e eA eT\JD <br /> <br />E ELEV. FOR FINI$~ <br />5TYRO FOAM WRAP <br />AT ROUND COLUMN5 <br /> <br />(2) e.IMPe.ON MET A2 tZ) <br />fil SA5E OF COL. <br /> <br />o 5AMUEL A. GREENBERG, FE. "3424::' <br />o TI-IUY 14. 14U'YNI--I, FE. ~~122 <br />o IRWIN J. BEN50N, FE. .4~1se <br /> <br />AL.UMINUM &oITIT <br /> <br />VAPOR eA~IER UNDER GlAeLE <br />~ 6OTTOM CORD (ROOFiNGs <br />PAPER OR ROOfl CEMENT) <br /> <br />51MP50N AeE44 <br />COLUMN 8ME LU1Tf.40UT <br />ANC~OR5 TO MA50NRY <br />COLUMN SELOW <br /> <br />< > ROOF vENT SCHEDULE < > <br />Verlf~ with General Contractor all roof Ver1t locatloM, <br />C{uantftlea, and sIzes. Roof Ver1ta &hall be lnatalled <br />for a mfnimum of vented area dS lIsted below: <br />Marl<. Locatron Off rldee Ver1te or ooiflt Ver1t <br /> eC\ua I s~&tem (&C\. In) (eC\. In) <br />Rvl let Level 1~ 140 <br />Roof <br /> <br />NOTE, <br />5EE GA6LE eRACING PET AIL.S <br />FOR ADPITIONAL GAeLE eRACINc, <br />Il'FOFoMA TION <br /> <br />112', ANQ.IOR 60!. T . .32' 0::'. <br />MINIMUM 6' FROM PLATt: eFL.ICE& <br />WI .3/16'x2' DIA. PLATt: WAeI-lER <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />SCALE: 3/4"=1'-0" <br /> <br />. <br /> <br />; <br /> <br />@- <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCALE: N. T.S. <br /> <br />) <br />) <br />) <br />; <br />i <br /> <br />. <br /> <br />E <br />; <br />j <br />J <br />. <br /> <br />) <br />.. <br />) <br />! <br /> <br />cs <br />.. <br /> <br />cs <br />:> <br />, <br /> <br />. <br />, <br /> <br /> N <br /> r~ <br /> 11)01 <br /> ~,S) w <br /> "' <br /> ,01 a"'> <br />()~ <1:11) :'l~ <br />n~ .;! <br /> 0... <br />~'"' <.S@ <br />Uci O~ U <br />-l~ "'ex: <br /> <so.. <br />U)Z u-"'" i5;a <br />I I ~~ <br />zffi IX ~~ <br />U<1: \5~ <br /><[~ <1:U- E:) ~;!: <br />W :> <br />III Ii) ~~ <br /> "t il:[3 <br />Q~ () . ~~ <br />-l,S) 111 ~'" <br />-l,S) u <br />O- W ~g <br /> (LE:) ~~ <br /> <1:11) "'>- <br /> ,"t ~~ <br /> ~~ w"" <br /> au <br /> o~ <br /> "t~ ~il: <br /> ('C)~ (3", <br /> "'" ~~ <br /> X, ~~ <br /> Ow ~~ <br /> Illz <br /> ,0 @ <br /> ~[ <br /> <br /> <br /> <br />r """ <br />&J <br />~ <br />@ a . ~ . a <br />;!j I!!, l!i [!1:. <br />CJ ~ a <br />~ ~ ~ ~ (!e) <br />~ €l CU <br />@lj ~ ~ <br />d (@ @ €l l!V ~ <br />2) \;l @ €l (ei) @ <br />@ <br />d "" <br />~ ~ <br /> @S <br />@ Il=> <br /> ~ <br /> I!!J <br /> "" @ <br />~ "" I!!l CD CD <br />I!!J <br />@ @ ~ ~ <::!] <br />~ ~ ~ @ ~ <br />= @S ~ g I? <br />@5 ~ ~ @ @ @ <br />= <br />t::.!l ~ @ @, I? <br />~ <br /> ~ <br /> <br />DATE : <br />06-15-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />BUILL VANCE <br />A.UTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERiNG, P.A. <br />SHEET DESCRIPllON : <br />ELlEV A TllON <br />PLAN 'lPA'lP <br />SA <br />
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