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<br />12 <br />51 <br /> <br />RIDGE VENT <br /> <br />hNGLE <br />RO;7 <br /> <br /> <br />T.O.M. <br /> <br />4CORATIVE <br />FINI~ <br /> <br /> <br />OJ <br />I <br />co <br /> <br /> <br /> <br />4CORATIVE Hl <br />FINI~ ffI <br /> <br />o <br />I <br />OJ <br /> <br />FINISH FLOOR LINE <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 />'<:j- <br />I <br />OJ <br /> <br />FAMILY <br />ROOM <br /> <br />MASTER <br />BR. <br /> <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />AA <br /> <br />~ <br />c <br /> <br /> <br />r <br />ilt <br />&:> <br />.... <br /> <br />5EE e1RUCTURAL. Noree AND NAILING <br />5CHEDULE FOR eMEATHING DETAIL <br /> <br />IMPeoN. H3 CLIP <br />INGLE 2'x4' TOP PLATE <br />END NAILED WI (2) Ibd INTO eTUDe <br />. (2) 16d TOENAILED INTO OUTLOOKER <br /> <br />- <br />r <br />" <br />" <br />r <br /> <br />::l <br />&:> <br /> <br />elMP~ &PI <br />el eoN. Hl~ OR EQUAL <br />. EA OUTLOOKER <br />2'x4' KNEE WALL WI eTUDe. 24' OIC <br /> <br />.. <br />~ <br />!: <br /> <br />2 'x4' CRQ5e 6 <br />AT RIDGE l=Ae <br />AT E~ JOINT WI <br />(2) l~dX:;' <br /> <br />2'X4' D'~L 6RACING: . MID-HEI614T <br />WI (2) 16d PER CONNECTION <br />'L' 6RACE TO EXTEND. LEAeT <br />W% ~ u..e6 LENGTH (5EE TAeLE) <br />2'x4' CONT. 6LOCKING <br />WI (2) 16d PER JOINT <br />el~H3 <br />2'x4' CANT. . 24' OIC <br /> <br />- <br />L. <br /> <br />;;I>> <br />IS <br />::J <br /> <br />:> <br />, <br />... <br />U <br />.J <br />U <br />, <br />:> <br />" <br />... <br /> <br />- <br />r: <br />~ <br />c <br />... <br /> <br />(2) 16d <br />NT. 2'x4' END NAILED WI (2) 16d <br />. EA eruD <br /> <br />:> <br />:> <br />f.) <br />~ <br />::) <br /> <br />(2) 16d THRO..JGH TRU65 u..e 2) 16d THROJUH 6LOCKINGCsYPOO1 WALL eoA <br />. / 2'X6' P.T, elLL <br />2'x4' 'T' o-l TOP ~ PANEL <br />6LOCKING, l=AeTEN WIT s/e' OR 112' CEILING: DEN~ / <br />l~dX:;' . 4' ole CsYPOO1 WALL 60ARD l=AeTENED -.I <br />WITH !X::l COOLER NAILe OR 1 114' LONG <br />DRYUJALL ecRELlJ5 COMPL'rING WITH Ae111 CI~ <br />FOR FIRST e'-~' !=ROM END WALL <br />. 4' OIC TYPICAL <br /> <br />ALLNINUM OOA=IT <br /> <br />vAPOR 6ARRIER UNDER CsASLE <br />~ 6OTTOM CORD (ROOfiNG: <br />PAPER OR ROOf CEMENT) <br /> <br />.. <br />" <br />o <br /> <br />... <br />~ <br />~ <br />~ <br />u <br />.... <br />... <br /> <br />NOTE: <br />5EE CsASLE 6RACING DET AILe <br />FOR ADDITIONAL CsAeLE 6RACING: <br />I~ATlo-l <br /> <br />112'. ANCI-lOR 60L T . 32' o.e. <br />MINIMUM 6' !=ROM PLATE &PLICEe <br />WI 3/16'x2' DIA PLATE WA$HER <br /> <br />D <br />- <br /> <br />:0 <br /> <br />~ <br />'" <br />'" <br />::J <br />... <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCAl..E; N.T.S. <br /> <br /> <br />.. <br />~ <br /> <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br /> <br />T.O.M. <br /> <br />o <br />I <br />OJ <br /> <br />ENTRY <br />6'-6.x10'-4. <br />VOLUME CLG. <br /> <br />B <br /> <br />4CORATIV <br />FINI~ <br />FINISH FLOOR LI <br /> <br />o <br />I <br />OJ <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />5TRUCTURAL NOTE5 <br /> <br />(i) f'AOYIOE (V IlJ CGM'. IN FlUEt) Pl'ECA&T LINTEL <br />N() (V IlJ CGNr. IN FILLEO totx:K OUT <br />eLOCK ~ <br /> <br /> <br />GARAGE DOOR G f\ ~ A 9 E. <br />IN OPEN POSTI~ 18 -0 x19-0 <br /> <br /> <br />r--------------------i <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 />PARTIAL <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />1/4" = 1'-0" <br /> <br />. BEAM, 5EE PLANS <br /> <br />SIMFOON MTSJ8 "TWIST STRA <br />FROM BEAM TO COLUMN <br /> <br /> <br />F,T, DBL. 2 x 4 B.u.C. <br />ATTAC~ 2-FLIES ON EA FACE <br />UJI l~d NAIL5 ill 8' O.C, <br /> <br />&EE ELEV. FOR FINI5~ <br />5TYRO FOAM UJRAF <br />AT ROUND COLUMN5 <br /> <br />(2) 51MFOON META2~ <br />11 BASE OF COL. <br /> <br /> <br />51MFOON A6E44 <br />COLUMN BAeE UJITI-lOUT <br />ANCI-lOR5 TO MASONRY <br />COLUMN BELOW <br /> <br /> <br />RIDGE VENT <br /> <br />1: hNGLE 12 <br /> 15 <br /> RO;7 <br /> T.O.M. <br /> 4CORATIVE E3 4CORATIVE 0 <br /> I <br /> FINI~ FINI~ OJ <br /> FINISH FLOOR LINE <br /> ~ <br /> <br />GRADE LINE <br />(ASSUMED) <br /> <br />RIGHT ELEVATION <br /> <br />SCALE: 1/8" = 1'-0" <br /> <br />LINE OF INTERIOR <br />VAULT <br /> <br />1 X9 FASCIA <br />WI DRIP EDGE <br />(TYPICAL) <br /> <br />LA TEST DATE: IN PROCESS DESCRIPTION : <br />REVISION DATE : <br />09/24/03 <br /> 07/20/04 E.W.O. #1373 <br /> <br />~'<t <br />L[) <br /> <br />CJ~ <br />c'~ <br />QcJ <br />~ <br /> <br /> <br />~~ <br />Noc <br />~ <br />~ <br />OO~ <br /> <br />\J 1 ~ <br /> <br />10" DIA, <br />172 COL. <br />(tyPICAL AT <br />GARAGE) <br /> <br /> N <br /> :n~ <br /> ~~ ~ <br /> oi I ~8 <br /> ~d) N <br /> ()~ "';1 <br /> C>.. <br /> <i~ <br /> U \.'J' OC" ""ill <br /> O~ ~~ <br /> ....J(),) <3'"' <br /> U)Z LL" i5!il <br /> , I tH!i <br /> zffi ::IX ~~ <br />DECORATIVE u<t i5i5 <br />FINISH <(~ <tLL ~ ~~ <br />ill ii) ~~ <br /> lfi '1' <br /> O~ 0 '"'i!5 <br /> . f-i!5 <br /> ....J-s> lfi ~F= <br /> ....J\S) u <br /> III "'''' <br /> 0- ~8 <br /> o...~ ",'" <br /> <t1.1) :l1?i <br /> "'>- <br /> ,'1' 15~ <br /> ~\S) ~~ <br /> ~~ Q~ <br /> ~8: <br /> ~(),) ~'" <br /> '- ~;!; <br /> X, gi!5 <br /> 2~ i1jf- <br /> ~~ <br /> ,0 @ <br /> Q::r <br /> 0...0... <br /> <br />T,O.M. <br /> '<:j- <br /> I <br />0 EEEB DDD <br />I OJ DDD DD <br />OJ I <br /> co <br /> DDD DDD <br /> <br /> <br />FINISH FLOOR LINE <br /> <br />DECORATIVE <br />FINISH <br /> <br />l' -2" DIA. <br />COL. <br /> <br /> <br />FRONT <br /> <br />"C" <br /> <br />ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br /> WALL LEGEND <br /> . INDICAl!S flUID CELL WI (1) 15 VERT. <br />JW?//////////~ INDICATES TOP OF' UASONRY 0 8'-0. <br />I- -, INDICAl!S SHEAR WAlL <br />~ INDICATES INTERIOR BEARING WAlL <br /> <br />OEE PLAN FOR Al'1Ol.NT AND <br />LOCATION C4= REINFORCEMENT <br />NOTE, <br />!)'x16' l.NIT5 MAY BE <br />UOED l.NI.E&5 UJOOD COLIJ1N <br />15 FRAMiN:i ON TOP C4= <br />COLIJ1N <br /> <br />< > ROOF VENT 5CHEDULE < > <br />Verlf~ wlt.h General Cont.ractor all roof Verlt. locatlOrla, <br />quantltfea, and alze&. Roof vente 6hd11 be lnetalled <br />for a minimum of vented area ae Ifeted below: <br />Mark LocatlOrl Off rrdge vente or 60fflt Vent <br /> equa 1 e~etem (eq, In) (eq. In) <br />RVl let. Level 14e> 14e> <br />Roof <br /> <br />24'X24' OR 16'x16' <br />MA5CNRY COLIJ1N <br />FILLED WI 2~&1 CONe, <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />TYPICAL MASONRY COL. <br />SCALE; 3/4'=1'-0' <br /> <br /> <br />SCAl..E; 3/4'=1'-0' <br /> <br /> <br />MAY 0 2 2005 <br /> <br /> <br /> <br />@t) <br />~ <br />@ ~ ~ [!i; . a <br />~ ~ <br />D . . a <br />[? ~~ ~ ~ (!i) <br />~ ~ ~ ~ <br /> \fJ <br />d (@ (@ ~ ~ tW <br />2) r;? @ ~ 61 ~ <br />@ <br />d <II <br />~ ~ <br /> @'S <br />@ I? <br /> ~ <br />~ <II ~ ca ca <br />~ ~ ~ 25 t::!l <br />[!!] ~ ~ @ ~ <br />i ~ @'S p <br />@E ~ . @ @ @ <br />d @ @, p <br />~ <br />'- ~ <br /> <br />SAMUEL A. GREENI3ER6, P E. -:3424S <br />o T~UY ~. ~UYN~, P.E. ~01n <br />o IRWIN J, I3ENSON, P E, -4~1Sa <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~1L.1L. V ANClE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIP1l0N : <br />ELEV A T~ON <br />[PIL.AN 'l'C'I' <br />3C <br /> <br />TO TIE BE5T Cf n.e EN:i~ER'5 ~ ~ BELIEF, T\1E <br />5TRJCiURAL ~ ~ SFECfICATICN5 ca1Pl. Y WI114 TIE <br />ItORIDA BUILDIt-(j CODE, OECTla-llbe6 FOR 120 H.P.l4. 3 OECOO <br />GU5T, ~ '6' 00 Z~ 1200l EDITICW. <br /> <br />11415 DRAWN:; ~ DE5kJN 15 VALID FOR 12 HCtiTl4$ AtTER TIE <br />DATE 15 5t1NED ~ &EALED. <br /> <br />51C:tfD ~ 6EALED FOR n.e 5TRJCiURAL PORTIa-l ~ 11415 <br />DRAUJIt-(j a-t. Y. <br />