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<br />LATEST DATE : IN PROCESS DESCRIPllON : <br />REVISION DATE : <br />09/24/03 <br /> 07/20/04 E.W.O. #1373 <br /> <br />o <br />I <br />CO <br /> <br /> <br />STUCCO <br />FINISH <br />12 <br />51": <br /> <br /> <br />RIDGE VENT <br /> <br /> <br />hNGLE <br />R07 <br /> <br />12 <br />15 <br /> <br />5~ <br /> <br />RIDGE VENT <br /> <br /> <br />~INGLE <br />R07 <br /> <br />T.O.M. <br /> <br />T.O.M. <br /> <br />~CORATIVE <br />FIN~ <br /> <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br />o <br />I <br />CO <br /> <br /> <br />T.O.M. <br /> <br />~ '<t <br />Lf) <br />a Q) <br />..- <br />Q) <br />() <br />@c c <br />(/) <br />(/) <br />Q} <br />C E <br />0 <br />..c <br />~ <br /> <br /> <br />L'iiECORATIVE <br />FIN~ <br /> <br /> <br /> <br />B L'iiECORATIVE <br />FIN~ <br />FINISH FLOOR LI <br /> <br />.c6[CORATIVE <br />FINISH <br />V <br /> <br /> <br /> <br />~CORATIVE <br />F1N~ <br /> <br />o <br />I <br />co <br /> <br />FINISH FLOOR LINE <br />GRADE LI <br />(ASSUMED <br /> <br />FINISH FLOOR LINE <br /> <br />OUTRIGGERS) <br />(SEE DETAIL <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1/S" = 1'-0" <br /> <br />~sUlll~~~lb <br /> <br />RIGHT <br /> <br />SCALE: 1 /s" = 1 '-0" <br /> <br />GRADE LINE <br />(ASSUMElJ ) <br />ELEVATION <br /> <br />LEFT ELEVATION <br /> <br />SCALE: 1/S" = 1'-0" <br /> <br />&EE 5i1"aJC11.IRAL. NOTE5 AND NAILING <br />ect4EDULE FOR ~ATI-lING DeTAIL. <br /> <br /> <br />JOINT& IN ~ATI-l\NG <br />MIN. 6'-0', MAX. &'-0' <br /> <br />6ACKNAIL. WI (')) 16d NAIL.& <br />2'x4' OUTLOOKER . 24' OIC <br />1t1PeCN 1-l3 CL.IP <br />INGLE 2'x4' TOP PLATE <br />eNONAIL.ED WI (2) le>dlNTO &11.ID& <br />, (')) 16d TOENAILED INTO OUTLOOKER <br /> <br />~~ <br />(Noc <br />~ <br />~ <br />OO~ <br /> <br />\J ~ <br /> <br />NOTE, <br />eeE GAeLE BRACING DeT AIL.e <br />FOR ADDITIONAL. GAeLE 6RACING <br />I~ATION <br /> <br />- <br />o <br />\ <br /> <br /> <br />LINE TOF INTERIOR <br />VAUL <br /> <br />6" BANDING <br />STUCCO <br />FINISH <br />5~ <br /> <br />.~ FASCIA <br />(w I DRIP EDGE <br />PICAL) <br /> <br /> N <br /> rG.) <br /> U)Q1 <br /> ~~ ~ <br />()~ I 08 <br /><tU) ~'" <br />Q~ ~I <br /> "-. <br />~~ ,,~ <br />l)~ <=w <br /> [3- <br /> z~ <br />-lG.) (!I"- <br />(j)Z 11."" 5!a <br />. , ~gJ <br />zffi :rX ~~ <br />u<t ~i5 <br /><(~ <tlL ~ /:0: <br />ill ~ ~~ <br />l'O <br />Q~ 0 1l:~ <br /> . i:~ <br />-l~ l'O ~<= <br />-l~ u <br />ill III u..'" <br />~~ 0:8 <br /> ~~ <br /> <tu) "'>- <br /> .'t ~~ <br /> ~~ 1!it <br /> ~~ o~ <br /> ~'" <br /> ('l)G.) t3~ <br /> "" ~;J; <br /> X, go <br /> 2~ t:ll5 <br /> 0:13 <br /> ,0 @ <br /> Q:r <br /> lLlL <br /> <br />2'x4' C~ B <br />AT RIDGE FM <br />AT EAOl JOINT WI <br />(2) l"dx3' <br /> <br />2'X4' DIAGIONAL. BRACING. MID-l-IEIOOT <br />WI (2) 16d FER CONNECTION <br />'L.' BRACE TO EXTEND . L.eAST <br />W% Of' WE6 L.ENG111 (eee TA6LE) <br />2'x4' CONT. BLOCKING <br />WI (2) 16d PER JOINT <br />el~1-l3 <br />2'x4' CANT. . 24' OIC <br /> <br />(2J 16d TI-lRO\.JGl-l ~ WE 2) 16d TI-l~ eL.OCKINGGYPeU1 WALL. 6.OA <br />V 2'X6' P.T. elL!.. <br />2'x4' 'i' ON TOP Of' PANEL. <br />SLOCKING, FMTEN WIT 5/e' OR 112' CEILING DENe.E / <br />1~x3' .4' ole G'fPOOM ll1AL.L. BOARD FASTENED ~ <br />WITI-l ed COOLER NAILe OR 1 1/4' LONG <br />DRYUJAll 5CRElUe COMP!.. 'rING WITI-l ASTM Cl~ <br />FOR FIRST &'-0' FRa1 END ll1AL.L. <br />. 4' OIC TYPICAL. <br /> <br />(2) 16d <br />T. 2'x4' END NAIL.ED WI (')) 16d <br />. EA e11.l0 <br /> <br /> <br />SCISSOR <br />~~WS6~~ AT <br /> <br />ALUMINUM ~IT <br /> <br />VAPOR SAFiRIER UNDER GAeL.E <br />iRI.l6e eoiTOM CORD (ROOl=ING <br />PAPER OR ROOl= CEMENT) <br /> <br /> <br />DOUBLE <br />~EYSTONE <br />(TYPICAL) <br />(+ 12") <br /> <br /> <br />BR 3 <br /> <br />-.;t <br />I <br />co <br /> <br />F AM I L Y <br />ROOM <br /> <br />4" BANDING <br /> <br />112'. ANCHOR eoL. T . 32' ot::.. <br />MINIMUM 6' FRa1 PLATE 5P1..ICES <br />WI 3116')(')' DIA PLATE WASl-IER <br /> <br />tEEB <br /> <br /> <br />SECTION <br /> <br />SCALE: 1/S" = 1 '-0" <br /> <br />co <br /> <br />(+0.0000 <br />"4" 9 0000 <br />so ~ DODD <br /> <br />~1~9~~ATIVE <br /> <br />S" BLOG <br /> <br /> <br />2x4 @ 24" O.C. <br />DROP GABLE <br /> <br />FRONT <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />ELEVATION <br /> <br />"B" <br /> <br />@:V <br />~ <br />@ <br />o <br />~ <br />cS <br />2i <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />[!!] <br />~ <br />~ <br /> <br />~ ~ ~ ~ <br />~~ ~ (!f) <br /> <br />~ <br />~ <br />~ <br />[i::J <br />(W <br />~ <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCAlE: N.T.S. <br /> <br /> <br />FINISH FLOOR LINE <br /> <br />GRADE L1N~ <br />(ASSUMED) <br /> <br />@ <br />~ I/:J <br />~ i) ~ [Ii) <br />? @ ~ €V <br /> <br />!:II <br /> <br />51MPeoN MTe18 TUJleT eTRA <br />FROM SEAM TO COLUMN <br /> <br /> <br />. BEAM, eeE PLANe <br /> <br />1/2" MIN. GYPSUM <br />CEILING DIAPHRAGM <br /> <br />1 \2" DRILLED ANCHOR @ 4' -0" O.C.2xS <br />2x12 <br />16d NAILS @ S" O.C. (TYP.) <br />STYROFOAM PROFILE <br />2x10 <br /> <br />24'X24' OR 16'x16' <br />MAeONR'r COLLNN <br />FilLED WI 2~&1 CONe. <br /> <br />< > ROOF VENT SCHEDULE < > <br />vertf~ wlt.h GeI'leral Contract.or all roof VSi'it. locat.10l'l5, <br />'1Udntltle5, and ~rze5. Roof' Vet1t~ 6hdll be rristdlled <br />for a mInImum of veI'lted area ae Ileted below: <br />Marl<. LocatIon Off rIdes Vertte or oofflt Vent <br /> SC\ua I 5~etem (5'1' In) (~C1' In) <br />Rvt 15t Level 14~ 1~ <br />Roof <br /> <br />~~ <br />~ ~ <br />~ ~ <br />d ~ <br /> <br />~ <br />@S <br />l? <br />~ <br />[!!J <br />!:II @ <br />[!!J <br />~ ~ <br />~ @'5 <br />~ ~ <br /> <br />.., <br /> <br />'" <br /> <br /> <br />GABLE END <br />TRUSS <br />STRUCT. SHEATHING <br /> <br />FRAMED, LATH <br />AND STUCCOED <br /> <br /> <br />P.T. DSL. 2 X 4 S.u.C. <br />ATTACl-4 2.PLIEe ON EA. FACE <br />WI IlZld NAILe 11 8' O.C. <br /> <br />(2) 51MPeoN MET A2~ <br />11 13A~ OF COL. <br /> <br />EE ELEV. FOR FINI5l-4 <br />5TYRO FOAM LlJRAp <br />AT ROUND COLUMN5 <br /> <br /> <br />5EE PI..AN FOR AMOUNT ,6Np <br />lOCATIOO Cf RElf'FORCEMENT <br />NOTE: <br />e'x16' UNITS MAY BE <br />ueED UNLE55 WOOD COLIJ1N <br />IS ~ING ON TOP C4= <br />COllJ1N <br /> <br />c::!J <br />~ <br />I? <br />@ <br />I? <br /> <br />@ OUTRIGGER <br />SECTION <br /> <br />o ET A I L <br /> <br />o 5AMUEL A. G~EN6E~, P.E. ~4Z4S <br />D T~UY ~. ~UYN~, P.E. ~e>ln <br />o IRWIN J. 6EN50N, P.E. .4~lSe <br /> <br />DATE : <br />06.-1]5-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[B~LlL VAINCE <br />AUTOCAO FILE NAME <br />1]827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENG~NEERiNG, P,A. <br />SHEET DESCRIPllON : <br />EILEV A T~OINl <br />[PLAIN 'lP[8'1l' <br />38 <br /> <br />:II <br />~ <br />, <br />~ <br /> <br />51MP5ON Aee44 <br />COLUMN SAeE W1TI-tOUT <br />ANCl-40R5 TO MA50NRY <br />COLUMN SELOW <br /> <br />TYPICAL MASONRY COL. <br />SCALE: 3/4'=1'-0' <br /> <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: 3/4'=1'-0' <br /> <br />TO THE BEeT <K 'M: e.G1NEER'$ oo.Ll.E1X1E tW 6EL.IEF, 'M: <br />S1RlC1'\lRAL Pl.AN$ AND 5A:CIFICAT~ ca1Pl. '( WlT14 TI4E <br />FLORIDA eulLDm COOE, &ECTICN 16~ FOR 120 MPH 3 &ECOO <br />GUST, ~ '8' WIND za.e (2001 EPITICW. <br />111le ~ At'iD DESIGN 15 VALID FOR 121'U1itl5 ~R THE <br />DATE 15 51GlED A\lD 5EtUD. <br />SIGNED tW 5EAl.ED FOR 'M: $~i1M PORTICN <K T141$ <br />DRAUJI~ Ctl '(. <br /> <br />. <br />; <br /> <br />) <br />) <br />) <br />~ <br />i <br /> <br />. <br />J <br />) <br /> <br />. <br /> <br />~ <br />j <br />J <br /> <br />) <br />~ <br /> <br />, <br />~ <br /> <br />s <br />~ <br />s <br />, <br /> <br />. <br />, <br />