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<br />-..-.J <br /> <br />RIDGE VENT <br /> <br />~NGLE <br />RO;7 <br /> <br /> <br />T.O.M. <br /> <br />5~ <br /> <br />4CORATIVE <br />FINI~ <br /> <br /> <br /> <br />ex) <br />I <br />CD <br /> <br /> <br />4CORATIVE HJ <br />FINI~ ff] <br /> <br />o <br />I <br />ex) <br /> <br />FINISH FLOOR LINE <br /> <br />GRADE LINE <br />(ASSUMED) <br /> <br />LEFT ELEVATION <br /> <br />SCALE: 1/8" = 1 '-0" <br /> <br />RAFTER/RIDGE BOARD SCHEDULE FOR <br />CONVENTIONALLY FRAMED AREAS <br /> <br />RAFTER SIZE MAXIMUM SPAN <br />2 X 4 6 FT. <br />2 X 6 9 FT. <br />2 X 8 11 FT. <br />2 X 10 14 FT. <br />2 X 12 16 FT. <br /> <br />NOTES: <br />1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED <br />SHEATHING OR BY 1 X 4 BRACING @ 24" O.C. <br /> <br />2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O.C. <br /> <br />3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH <br />CUT OF RAFTER. <br /> <br />4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR <br />TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS. <br /> <br />5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N.O.) <br /> <br />6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING WI ONE (1) SIMPSON <br />MTS18, TO MASONRY BEARING Wi (1) SIMPSON META20 AND TO RIDGE <br />BOARDS WI (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. <br /> <br />SCISSOR <br />TRUSSES AT <br />24" O.C. <br /> <br /> <br />BR 3 <br /> <br />-.:::t <br />I <br />ex) <br /> <br />FAMILY <br />ROOM <br /> <br />MASTER 0 <br />BR 0 <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />AA <br /> <br />.. <br />1 <br /> <br />JOINT5 IN ~AT~INU <br />MIN. ~'-~'. MAX. 8'-~' <br /> <br /> <br />~ <br />:0 <br />:0 <br />~ <br /> <br />2'x4' OUTLOOKER . 24' OIC <br />IMPOON H3 CLIP <br />INGLE 2'x4' TOP PLATE <br />END NAILEO WI (2) I~d INTO eTUDe <br /><< (2) I~d TOENAILEO INTO OUTLOOKER <br /> <br />e-EE 5TRUCTURAJ.. NOTE5 AND NAILING <br />ecHEOULE FOR eHEATf4INU DETAIL <br /> <br />- <br />~ <br />, <br />, <br />~ <br /> <br />, <br />:0 <br /> <br />elMP60CN eFt <br />elMPOON ~1~ OR EQUAL <br />. EA OUTLOOKER <br />2'x4' I<Jo.IEE WALL WI eTUDe" 24' OIC <br /> <br />2'X4' DIAGONAL 6RACIN<S " MID-l-IEIOOT <br />WI (2) l~d FER CONNECTION <br />'I..' 6RACE TO EXT'ENP . LEAST <br />W% O!= we6 LENGT~ ($EE TAeI..E) <br /> <br />. <br />, <br />:: <br /> <br />2'x4' C~55 6 <br />AT RIDGE FAe <br />AT EAC+4 JOINT WI <br />(2) l~d><3' <br /> <br />::II <br />~ <br />:J <br />) <br />, <br />. <br />.I <br />.I <br />.I <br />, <br />) <br />, <br /> <br />2'x4' CONT.6LOCKI <br /> <br />- <br /> <br />; <br /> <br />- <br />, <br /> <br />2)1~d <br />NT. 2'x4' END NAILED WI (2) l~d <br />" EA eruD <br /> <br />) <br />) <br />::I <br />E <br />:l <br /> <br />(2) l~d T~~ ~ we 2) I~d T~RO.lG~ 6LOCKINUCsYP5UM WALL eoA <br />V 2'X~' P.T. elLL <br />2'x4' 'T' ~ TOP ~ PANEL <br />6LOCKING, FAeTEN WIT &/8' OR 1/2' CEILiNGs DENeE / <br />l~d><3' . 4' O/C CsYP5UM WALL SOARD FAeTENEO ~ <br />WIT~ 8d COOLER NAILe OR I 1/4' LONG <br />DRYWALL 5CREW5 COMPt.. YINU WIT~ AeTM C!OO2 <br />FOR FIReT 8'-12)' ~ END WALL <br />" 4' OIC T'rF'ICAL <br /> <br />ALLMINUM 5<?fT'IT <br /> <br />VAPOR 6ARR!ER UNDER CsAeLE <br />TRUe5 SOTTOM CORD (ROOFINU <br />PAPER OR ROOF CEMENT) <br /> <br />. <br />... <br />, <br /> <br />, <br /> <br />c <br />. <br />;;: <br />j <br />J <br />, <br /> <br />NOTE, <br />e-EE CsAeLE 6RACING DETAIL5 <br />FOR ADDITIONAL CsA6LE 6RAClNU <br />INFOfiMAT1~ <br /> <br />112'. ANCl-iOR SOL T " 32' O.C. <br />MINIMUM~' FROM PLATE eFLlCE5 <br />WI 311~'x2' DIA PLATE W~R <br /> <br />I:J <br />.. <br />I:J <br /> <br />~ <br />" <br />.. <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCALE: N. T. S. <br /> <br /> <br />IS <br />:J <br /> <br />. <br />, <br /> <br /> ~FINISH , Xl FASCIA <br /> LINE OF INTERIOR W DRIP EDGE <br /> V AU L T ~ ~~ 12 (TYPICAL) <br /> ~ I I ~ STUCCO <br /> STUCCO ~5 MINISH <br /> 5~ ~ FIN~ <br /> ~IN~LE I -.l2.3 k 12 1 fQ\ <br /> /~ =~ 5'--: ~VQ <br /> R7 <br /> ~INGL r-...... ~ V -6" BANDING DOUBLE ~~ <br /> '<.- ,,;> v <br /> R~ S~l 1-"-;: ~EYS:p ~ <br /> - -r; TYPICAL ~ <br />T.O.M. 1"') ~ SADDLE <br /> ; 1 <br /> -.:::t '\ / F.G. \ I <br /> I ,- U - RL <br /> - ~. ex) <br /> ..- EEHJ = = - - [ JCJ <br /> I '- 0001 <br /> = - II Jr <br /> - .- <br /> - ,... - - <br />0 - =p ~= 1= <br />I ex) = = "- I DDD IDD L-- ~ <br />ex) I ~ I I Ie. <br /> - ~ ~ <br /> to I K ~ - <br /> ~ I~ '-- '^ DDD DDD tb <br /> -..... ,... - ~ I <br /> - '" = = = CD <br /> - <br /> ! .....~ I A =1 ~ I <br /> f\ FINISH FLOOR LINE 1 '-:~ - 1 '- ~' -E .. 1 '-8' <br /> - ........- .- <br /> \ / "L "- I ~rr:-I SQ. ::iU. <br /> ~DECORATIVE 1 '-2" DIA:--' /1 10 DIA.~ 8RADE LI~EJ 10" DIA. <br /> COL. COL. 0 ASSUMED 1,z/ COL. <br /> FINISH TEMP. F.G. ~ ( PICAL AT <br /> GARAG E) <br /> <br /> RIDGE VENT <br />71Nn. OF INTERIOR hNGLE 12 <br />AU T AT -,5 <br />MASTER BR. RO;7 <br /> - 3L- <br />T.O.M. 12 T.O.M. <br />0 B 4CORATIV 0 EJ 4CORATIVE EJ 4CORATIVE 0 <br />I I I <br />ex) FINI~ ex) FINI~ FINI~ ex) <br /> FINISH FLOOR LI FINISH FLOOR LINE <br /> <br /> <br /> <br /> <br />GRADE LINE <br />(ASSUMED) <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1 /8" = 1 '-0" <br /> <br />RIGHT ELEVATION <br /> <br />SCALE: 1 /8" = "-0" <br /> <br />5TRUCTURAL NOTE5 <br /> <br />fj\ F'AOVIr>E (V 19 CGW. IN FtU.EO A'<ECA&T LINTEL <br />\.V AN:> (I) t& CGW. IN FfllEI:) f<NOCK OUT <br />eLOCK AeOYE <br /> <br />,/RIDGE VENT <br />~ STUCCO <br /> <br /> <br /> <br />ENTRY <br />6'-6"x10'-4" <br />VOLUME CLG. <br /> <br />GARAGE DOOR G f\ ~ A 9 E" <br />IN OPEN POSTION\ 18 -0 x 19 -0 <br /> <br /> <br />r-------~-----------~ <br /> <br />I I <br />: ......, ROOF TRUSSES : <br />ABV. @ 24" O.C. v- <br />I I <br />IF CONCRETE: 4 #5 VERTICAL I <br />I K I <br />I S2 I <br />I <br /> <br />SIM. <br /> <br />10" DIA. <br />1/2 COL. <br />(TYPICAL AT <br />GARAGE) <br /> <br />, , <br /> <br />I , <br /> <br />PARTIAL <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />"C" <br /> <br />1/4" = 1'-0" <br /> <br />FRONT <br /> <br />ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />. BEAM, eEE PLANe <br /> <br /> WALL LEGEND <br /> . INDICATES flUID CElL WI (1) 15 VERT. <br />tw7/////////7~ INDICATES TOP OF MASONRY 0 8'-0. <br />l- -t INDICATES SHEAR WALL <br />~ INDICATES INTERIOR BEARING WALL <br /> <br />(2) elMPOON MET A2e> <br />tiJ eAeE OF COL. <br /> <br /> <br />TYPICAL MASONRY COL. <br />SCALE: 3/4"=1'-0' <br /> <br /> <br />elMP60N MTe18 TWI6T 6TRA <br />FROM BEAM TO COLUMN <br /> <br />P.T. DeL. 2 x 4 Bli.C. <br />ATTAC~ 2-PLlE6 ON EA. FACE <br />WI Ie>d NAILe tiJ 8' O.C. <br /> <br />6EE ELEV. FOR FINleM <br />eTYRO FOAM WRAF <br />AT ROUND COLUMNa <br /> <br />&EE PLAN FOR AMOl.NT AND <br />LOCATION ~ REINFORCEMENT <br />NOTE: <br />e'x!o' UNIT5 MAY 6E <br />UOEP UNLEoo WOOD COLiJ1N <br />15 FRAMI~ ON TOP ~ <br />COLlt1N <br /> <br />< > ROOF vENT 5C~EDULE < > <br />Verli~ wIth Generd I COfltrdctor d 11 rooi VeI'\t 10cat10fl&, <br />C\uantltle6. and &IZe6. Roof vetlte eJ1a1l be lnetalled <br />for a minImum of vetlted drea ae Il&ted below: <br />Marl<. Locatfon Oil' ridge vetlte or 60iflt Vent <br /> eC\Ud I e~&tem (eC\. in) (eG!. fn) <br />RVl let Level 14~ 14~ <br />Rooi <br /> <br /> <br />24'><24' OR 1{,'xlo' <br />MMONRY COLiJ1N <br />FILLED WI 2~&1 CONe. <br /> <br />elMPeON ABE44 <br />COLUMN 6A&E WITl-IOUT <br />ANCl-IORe TO MA60NRY <br />COLUMN BELOW <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />SCALE: 3/4"=1'-0' <br /> <br />LATEST DATE : IN PROCESS DESCRIPTION : <br />REVISION DATE : <br />09/24/03 <br /> 07/20/04 E.W.O. #1373 <br /> <br />~~ <br />If) <br /> <br />a~ <br />c.~ <br />QcJ <br />tJ <br /> <br /> <br />" <br /> <br />~~ <br />~[J6 <br />~ <br />J ~ <br />OO~ <br /> <br />~I 1 N <br /> <br />DECORATIVE <br />FINISH <br /> <br /> N <br /> :r;~ <br /> ~~ iE <br />O~ I ~~ <br />~~ ~I <br />Q~ "-. <br /> <.S~ <br />l)ci OC'" 3115 <br />()~ [3- <br /> z~ <br />-l~ (3"- <br />U)Z u."" ffi!a <br />I I o1)j <br /> ~::) <br />zffi ::IX ~~ <br />o~ i3~ <br /><{~ ~IL ~ ~iE <br />ill ~~ <br />111 11) <br />'t 2:gs <br />Q~ 0 . !z~ <br />-l~ 111 <:l= <br />-l~ u <br />ill UJ::) <br />ill ~~ iE8 <br /> ",'" <br /> ~11) ~~ <br /> <1)>- <br /> l't ?5~ <br /> ~~ 8'1"" <br /> Ou <br /> ~~ U <br /> tS:;; <br /> ('i)~ i'1~ <br /> "" <br /> XI g5 <br /> 2~ tjf- <br /> iE~ <br /> .0 @ <br /> Q::r <br /> 0..0.. <br /> <br /> <br /> <br />~ <br />~ <br />@ <br />D <br />[? <br />~ <br />d <br />2) <br />@ <br />c:!J <br />~ <br />@ <br />~ <br />Q!] <br />@5 <br />~ <br /> <br />~ ~ ~ ~ ~ <br />(!Q)~~~ ~ <br />~ <br />~ r.-.. <br />~ ~ ij'J <br />@i)(@~ l!il W <br />~ @ @ @ ~ <br /> <br />'" <br /> <br />~ <br />@S <br />IF- <br />~ <br />[!!] <br />'" @ <br />[!!] '" <br />@5 25 ~ <br />[!!] @ ~ <br />~ @S I? <br />@ @ @) <br />@ @, p <br /> <br />,a [!!] <br /> <br />@~ <br />~ @S <br />~ ~ <br /> <br />"" <br /> <br />\.. <br /> <br />.,/ <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NO'TED <br />DRAWN BY : <br />[8~LL VAINCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANS CO <br />ENGINEERiNG, P.A. <br />SHEET DESCRIPTION : <br />ElLlEV A 'T~ON <br />PLAN <we'll' <br />SC <br /> <br />D 6AMUEL A. GREENBERG, P E. <br />D T+4UY +4. I-UYN+4, P E. ~~122 <br />o IRWIN J. BEN60N, PE. -4<a15e <br /> <br />-:34245 <br /> <br />TO 11-E BE$T Cf 11-E ~INEER'$ 00J.lEDGE AND BELiEf, me <br />$iRlJC11.lRAL ~ lID 6ffCIFlCATlo-iS W1FL Y lUli'H nf <br />R.ORIDA f3IJlLDm CODE, OECT1~ 16~ FOR 120 MPJ4. 3 OECOO <br />005T, EXFO$I.R '8' UAND Z()f (2001 EDITICW. <br />THIS DRA\I.Jm AND DE$IGN 1$ VALID ~ 12 ~TH5 tfTER me <br />DATE IS $IGNEP AND SEALED. <br />5iGt-S) lID OEALEI> FOR 11-E S~ PORTI~ Cf THIS <br />DRAWm at Y. <br />