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<br />12 <br />51 <br /> <br />RIDGE VENT <br /> <br /> <br />~NGLE <br />RO;7 <br /> <br /> <br />T.O.M. <br /> <br />4CORATIVE <br />FINI~ <br /> <br /> <br /> <br />o <br />I <br />OJ <br /> <br /> <br />4CORATIVE m <br />FINI~ rn <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 />~ <br />1 <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 />JOINT5 IN 5l-EAT14IN<::. <br />MIN.. 6'-€r)', MAx. 8'-€r)' <br /> <br /> <br />e.eE eTRl.JCTURAJ.. NOTE5 AND NAILIN<::. <br />6CHEDULE FOR 5l-EAT14IN<::. DETAIL <br /> <br />2'x4' OUTLOOKER . 24' OIC <br />IMPeoN 143 CLIP <br />INGLE 2'x4' TOP PLATE <br />END NAILED WI (2) Ibd INTO eTUD5 <br />. (2) Ibd TOENAILED INTO OUTLOOKER <br /> <br />2'x4' CR055 6 <br />AT RIOOE l"A.O <br />AT EACl-l JOINT WI <br />(2) 1€r)d)(3' <br /> <br />2'X4' DI~ 6AACIN<::. . MID-I-lEIOOT <br />WI (2) 'bd PER CONNECTION <br />'I.' 6AACE TO EXTEND . LEAeT <br />W% OF u.ee LENGT14 (e.EE TABLE) <br />2'x4' CONT. eLOCKIN<::. <br />WI (2) 16d PER JOINT <br />IMPeON 143 <br />2'x4' CANT. . 24' OIC <br />1€r)d)(3'. 3' OIC T14RO(..IG14 <br />. Cl40RD INTO 2'x6' P.T. PLATE <br /> <br />GYF5UM WALL eoA <br />(2) Ibd T14RO\.JGl4 TRl.l% u.e 2) 16d T14ROUG14 6LOCKIN<::. <br />V 2'X6' F.T.5ILL <br />2'x4' 'T' ON TOP OF PANEL <br />6LOCKIN<::., l"MTEN WIT &/8' OR 112' CEILIN<::. DEN~ / <br />l~d)(3' . 4' OIC GYP5UM WALL 60ARD FMTENED -.I <br />WIT14 ad COOLER NAILe OR 1114' LONG <br />DRYWALL 6CREW6 COMFL YIN<::. WtT14 .45TM Cl~ <br />FOR l"IReT 8'-~' FROM END WALL <br />. 4' OIC T"f"'lOICAL <br /> <br />(2) 16d <br />NT. 2'x4' END NAILED WI (2) 16d <br />. EA enJD <br /> <br />ALUMINUM 6OFf'fT <br />VAPOR 6ARRIER UNDER CiABLE <br />~e 6OTTOM CORD (ROOF'IN<::. <br />FAPER OR ROOl= CEMENT) <br /> <br />NOTE, <br />e.eE GABLE 6AACING DET AILe <br />FOR ADDITIONAL GA6LE 6RACIN<::. <br />I~ATrON <br /> <br />112'. ANalOR 60L T " 32' O.C. <br />MINIMUM b' FROM PLATE &PLICEe <br />WI 3/16'><2' DIA PLATE WA5l-lER <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCALE: N. lS. <br /> <br /> <br />LATEST DATE : IN PROCESS DESCRIPTION : <br />REVISION DATE : <br />09/24/03 <br /> 07/20/04 E.W.O. #1373 <br /> <br /> RIDGE VENT <br />LlNTL OF INTERIOR hNGLE -45 <br />VAU T AT <br />MASTER BR. RO;7 <br />T.O.M. <br /> T.O.M. <br />0 B 4CORATIV 4CORATIVE E3 4CORATIVE 0 <br />I I <br />OJ FINI~ FINI~ FINI~ OJ <br /> FINISH FLOOR LI FINISH FLOOR LINE <br /> <br />ENTRY <br />6'-6"x10'-4" <br />VOLUME CLG. <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" = 1'-0" <br /> <br />5TRUCTURAL NOTE6 <br /> <br />Ij'\ FAOVIOE (V '9 carr. IN FIU.EE) flFECA&T LINTS. <br />'-.V NC) (V ., carr. IN flUE) ~ OUT <br />eLOCK ~ <br /> <br />GARAGE DOOR GF-~A9E" <br />IN OPEN POSTI~ 18 -0 x 1 9 -0 <br /> <br /> <br />r--------------------~ <br /> <br />I I <br />I /'1 ROOF TRUSSES I <br />I ABV. @ 24" O.C. v I <br />I I <br />IF CONCRETE: 4 #5 VERTICAL I <br />I K I <br />I S2 I <br />I <br /> <br />, . <br /> <br />, , <br /> <br />PARTIAL <br /> <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />~. <br />~nDDD <br />~ IDDD. <br />~ ~ .1DDD <br />IA -=1 ~ <br />1'- .~'-t"..- <br />T ./ SQ. <br />1 0 DIA.~ GRADE LlNEJ <br />COL. (0 \ (ASSUMED) <br />TEMP. F.G. v.y <br /> <br />RIDGE VENT <br />L STUCCO <br />FINISH <br /> <br /> <br />LINE OF INTERIOR ~ <br />VAULT ~~ ~ 12 <br />~ ~ -~-., <br />STUCCO <br />~ FINIS1j7 <br />~ -7 123 k k' <br />LSHINGLE /~ . ~~ <br />R70m: <br />P"..- ~~ 1/1-6" BANDING <br />~J.<- 'i<i -~!-' k <br />i-<)-~i ~ <br />~ ~I SADDLE <br />F.G.! ':.;j <br /> <br />SIM. <br /> <br />12 <br />51 <br /> <br />T.O.M. <br /> ~ <br /> I <br /> . <br /> ..- <br />0 <br />I OJ <br />OJ I <br /> <0 <br /> <br />~INGL <br />~~ <br />\ I <br />EEHJ <br /> <br />1:== <br /> <br />== <br /> <br />-== - [J [J ~ <br /> <br />- - - <br />I:b <br />I "- <br />- r-. I <br />~ <br /> <br />- <br /> <br />= <br /> <br />-- <br /> <br />f-- <br /> <br />== <br /> <br />-- <br /> <br />~ <br />~I1'IK. " ~ <br />1/ ~= '" = <br />I "~ .1 <br />1'-i~_ ,""- <br />/ <br /> <br />== <br /> <br />10" DIA. <br />1/2 COL. <br />(TYPICAL AT <br />GARAGE) <br /> <br />1\ <br />\ <br />~DECORATIVE <br />FINISH <br /> <br />FINISH FLOOR LINE <br /> <br />1'-2" DIA:--' <br />COL. <br /> <br />1/4" = 1'-0" <br /> <br /> <br />. BEAM, 6EE PLAN6 <br /> <br />FRONT <br /> <br />ELEVATION <br /> <br />STUCCO <br />12 -1f5 ?1\IN~ <br />5r ,~V ( Q \ <br />DOUBLt ~.~.....-").SJ <br />KEYS~ONE ~~ <br />lTYPICAL) ~ <br />I <br /> <br />ro -11L <br />_It '= <br />DD l~ kV- <br />~ DDD It <br />/ <br />1/1 '-8' <br />II SQ. <br />10" DIA.---1 <br />172 COL. <br />(iYPICAL AT <br />GARAG E) <br /> <br />1 X9 FASCIA <br />WI DRIP EDGE <br />(TYPICAL) <br /> <br />"C" <br /> <br />~~ <br />L() <br />O~ <br />C'~ <br />€Jc1 <br />" <br /> <br /> <br />~~ <br />~OC <br />~ <br />J ~ <br />OO~ <br /> <br />\t ]N <br /> <br /> N <br /> :r;~ <br /> ~<R ~ <br /> ()~ I ~~ <br /> ~U'l <br /> Q~ ...;! <br /> 0... <br /> ~....... <.S!jj <br /> Ud ~il5 <br /> a~ [3- <br /> z~ <br /> -J~ CIa.. <br /> <J)Z u.'-' 15'12 <br /> I I ~~ <br /> zffi :xX :lc <br />DECORATIVE o~ ck:j <br /> ~~ <br />FINISH <t~ ~IL ~ /:;;:; <br />lH in ~~ <br /> ~ 8:[5 <br /> Q~ a . !z:~ <br /> -J~ 01 ~o= <br /> cl~ u <br /> III ill UJ=> <br /> ;;:;8 <br /> a:..~ UJ'" <br /> ~U'l ~~ <br /> "'>- <br /> I~ i3~ <br /> ~~ Ej,..: <br /> Cu <br /> ~~ C3 <br /> :l", <br /> (i'\~ tl:;; <br /> '-' ~~ <br /> X, ~~ <br /> 2~ t'lffi <br /> ;;:;13 <br /> dO @ <br /> 0:.[ <br /> <br /> <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br /> WALL LEGEND <br /> . INDICATES flUID CElL WI (1) #5 ~T. <br />tJfi'//////////~ INDICATES TOP OF MASONRY 0 8'-0. <br />I- -, INDICATES SHEAR WALl <br />~ INDICATES INTERIOR BEARING WALl <br /> <br />61MP60N MT6t8 TWI5T 6TRA <br />FROM 6EAt1 TO COLUMN <br /> <br />P.T. DBL. 2 x 4 B.u.C. <br />ATTACI-4 2-PLlE6 ON EA. FACE <br />WI IlZ'd NAIL6 . 8' O.C. <br /> <br />(2) 6IMP6ON META2~ <br />. BA6E OF COL. <br /> <br /> <br />6EE ELEV. FOR FINleM <br />6TYRO FOAM UJRAp <br />AT ROUND COLUMN6 <br /> <br />61MP60N ABE44 <br />COLUMN 6A6E WIT1-40UT <br />ANC1-40R6 TO MA60NRY <br />COLUMN BELOW <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />SCALE: 3/4"=1'-0" <br /> <br />&EE PLAN FOR AMOUNT AND <br />LOCATION OF REINFORCEMelT <br />NOTE, <br />e'x!6' l.NIT5 MAY BE <br />IJ&ED LN..E50 UJOOD COlIJ1N <br />15 FRAMI~ ON TOP ~ <br />COLIJ1N <br /> <br />< > ROOF VENT SCHEDULE < > <br />Verlf~ wIth General Contractor all roof Vet1t 10catI0fl&, <br />Ciuantltlee, and alzee. Roof Vet1t& wll bs Inatallsd <br />for a mInImum or vet1ted area a& Hated below: <br />Mark LocatIon Off rIdge Vet1t.s or 60fflt Vent <br /> SCiUd I e~&tem (eCi. In) (eG!. [1'1) <br />RVl let Level 14" 14~ <br />Roof <br /> <br /> <br />24')(24' OR !6'x!6' <br />MA$ONR'Y COLIJ1N <br />fiLLED WI 2~&1 CONe. <br /> <br />TYPICAL MASONRY COL. <br />SCALE: 3/4"=1'-0. <br /> <br /> <br />/ <br />~ <br />~ <br />@ ~ ~ ~ ~ a <br />l!l:. <br />CJ ~~ ~ ~ a <br />[? ~ <br />~ ~ ~ <br />~ ~ ~ <br />d (@ (@ ~ I!'il ~ <br />2) ~ (if) ~ rev @!J <br />@ <br />d '" <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> [!!] <br /> '" @} <br />~ <I, [!!] '" CD <br />[!!] <br />~~ @5 ~ ~ <br />~ [!!] ~ <br />~@5 ~ g I? <br />@5 ~ ~ @ @ @ <br />~ @} @ @. I? <br />~ <br /> ../ <br /> <br />DATE : <br />06-1]6-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~LL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERiNG. P,A. <br />SHEET DESCRIPTION : <br />ElLEV A T~OIi\!l <br />[PILAU\!! 'lPC'll> <br />SC <br /> <br />o 6AMUEL A GREEN6ERG, FE. lr3424S <br />Dn-luy~. ~UYN~, FE. ~~ln <br />o IRWIN J. 6EN60N, PE. -4~1Se <br /> <br />TO M: &5T Cf M: OOINEER'5 ~ tW 6EL1a:, THE <br />5~ ~ tW 5PECIFICATICNS W1PI.:r WIn.! THE <br />11.000DA ElUILOm CODE, OECTICN 16~ FOR l2el H.PJ.!. 3 OECOO <br />GUOT, ~ '8' u.lND ZetE (2001 WITICW. <br /> <br />11115 D~ lID DE51GN 15 VALID FOR 12 ~TH5 tmR THE <br />DAiE 15 SIGNED tW SEALED. <br /> <br />51(;tS) tW $EALfI) FOR M: 5~ FORl'ICN Cf 11115 <br />DAAUm at. Y. <br />