|
<br />RIDGE VENT
<br />
<br /> r SHIN~ 12
<br /> 15
<br /> ..- 12~ ~OF
<br /> ?
<br />T.O.M.
<br /> -
<br />a m DECORAT~ II r B DECORAT~
<br />~ a
<br />I ~NISH (() ~NISH
<br />(() I
<br /> -
<br /> ~
<br /> I FINISH FLOOR LINE
<br /> "'-
<br />
<br />GRADE LINE
<br />(ASSUMED)
<br />
<br />RIGHT
<br />
<br />SCALE: 1 /8" = 1 '-0"
<br />
<br />ELEVATION
<br />
<br />RAFTER/RIDGE BOARD SCHEDULE FOR
<br />CONVENTIONALLY FRAMED AREAS
<br />
<br />RAFTlR 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 />SIM,
<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 W / ONE (1) SIMPSON
<br />MTS 181 TO MASONRY BEARING W / (1) SIMPSON META20 AND TO RIDGE
<br />BOARDS W / (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE.
<br />
<br />10" DIA.
<br />1/2 COL
<br />(TYPICAL AT
<br />GARAGE)
<br />
<br />SCISSOR
<br />TRUSSES AT
<br />24" O.C.
<br />
<br />
<br />
<br />FAMILY
<br />ROOM
<br />
<br />B . 3
<br />
<br />MASTER
<br />BR.
<br />
<br />a
<br />"t
<br />I
<br />
<br />(()
<br />
<br />SECTION
<br />
<br />SCALE: 1 /8" = 1'-0"
<br />
<br />AA
<br />
<br />..
<br />Q
<br />
<br />JOINT5 IN 5I-lEATI-IING
<br />MIN. 0'_iZ>', MAx. 8'-iZ>'
<br />
<br />BACKNAIL WI (2) 16d NAILS
<br />2'x4' OUTLOOKER . 24' O/C
<br />1MP5CN 1-13 CLIP
<br />INGLE 2'x4' TOP PLATE
<br />END NAILED WI (2) 16d INTO 5TUD5
<br />. (2) 16d TOENAILED INTO OUTLOOKER
<br />
<br />l:)
<br />~
<br />..
<br />
<br />
<br />or
<br />D
<br />!it
<br />~
<br />~
<br />
<br />5EE 5TRUCTURAL NOTE5 AND NAILING
<br />5CI-lEDULE FOR 5I-lEATI-IINCs DETAIL \
<br />
<br />o
<br />D
<br />
<br />51MPeoN 5P1
<br />51 1-I1iZ> OR EQUAL
<br />. EA OUTLOOKER
<br />2'x4' KNEE WALL WI 5TUD5 . 24' ole
<br />
<br />>-
<br />~
<br />!:
<br />
<br />2 'x4' CR05e B
<br />AT RID6E FA5T
<br />AT EAC14 JOINT WI
<br />(2) liZ>dx3'
<br />
<br />2'X4' DIAGONAl.. BRACING. MID-I-lEIGI-lT
<br />WI (2) 10d PER COl'lNECTICN
<br />'L' BRACE TO EXTEND. LEA5T
<br />W% ~ I1EB LENUTI-I (5EE TABLE)
<br />
<br />i:
<br />
<br />::JI
<br />.
<br />::J
<br />:>
<br />,
<br />>-
<br />U
<br />.J
<br />U
<br />,
<br />:>
<br />.,
<br />-
<br />
<br />-
<br />t..
<br />U
<br />.J
<br />-
<br />
<br />(2) 16d
<br />T. 2'x4' END NAILED WI (2) lod
<br />. EA 5TUD
<br />
<br />:>
<br />:>
<br />.,
<br />E
<br />::l
<br />
<br />C:I'rPauM WALL BOA
<br />(2) 10d TI-IROJC:II-l TRUes I1E 2) !6d TI-I~ BLOCKING
<br />/ 2'XO' P.T. 51LL
<br />2'x4' 'T' ON TOP ~ PAoNEL
<br />BLOCKiNG, FA5TEN WIT S/8' OR 112' CEILING DEN5E /
<br />liZ>dx3' · 4' O/C C:I'rPauM WALL BOARD FA5TENED ~
<br />WITI-I ed COOLER NAIL5 OR I 1/4' LONG
<br />DRYUJALL 5CREUJ5 CCMPL'rING WITI-I A5TM C!~
<br />FOR FIReT 8'-iZ>' FROM END WALL
<br />. 4' O/C TYPICAL
<br />
<br />ALUMINLN 5Cff'IT
<br />
<br />VAPOR BARRIER LNDER C:lABLE
<br />TRUes BOTTOM CORD (ROOFING
<br />PAPER OR ROOF CEMENT)
<br />
<br />...
<br />'"
<br />o
<br />
<br />-
<br />r:
<br />c
<br />.,
<br />;;
<br />U
<br />.J
<br />-
<br />
<br />NOTE:
<br />5EE C:lAeLE BRACING DET AIL5
<br />FOR ADDITIONAL C:lABLE BRACING
<br />Il'i'O~ATION
<br />
<br />112', ANCI-lOR BOLT. 32' O.C.
<br />MINIMUM 0' FROM PLATE 5PLICE5
<br />WI 3110'><2' DIA PLATE WA$I-lER
<br />
<br />D
<br />~
<br />
<br />Q
<br />~
<br />-
<br />
<br />
<br />a
<br />~
<br />
<br />CANTILEVERED GABLE END BRACING DETAIL
<br />SCALE N.T S.
<br />
<br />a
<br />::J
<br />-
<br />
<br />..
<br />~
<br />
<br />
<br />--.J 3_
<br />12
<br />
<br />B
<br />
<br />~
<br />I
<br />(()
<br />
<br />DECORAT~ 8
<br />~NISH
<br />NIS FLOOR LINE
<br />
<br />
<br />REAR ELEVATION
<br />
<br />SCALE: 1 /8" = l' -0"
<br />
<br />6TRUCTURAL NOTE5
<br />
<br />I'j'\ ~ (l) <<& ca-rr. IN FIlJ.E1') ~T LINTEl.
<br />\V AtD <V 1& CQ{T. IN FIllEt> tQtx:K OUT
<br />eLOCK AeO\1!
<br />
<br />
<br />
<br />
<br />ENTRY
<br />6'-6"x10'-4"
<br />VOLUME CLG
<br />
<br />I '-e;>'
<br />
<br />'- '
<br />
<br />PARTIAL
<br />
<br />FLOOR
<br />
<br />PLAN
<br />
<br />1/4" = 1'-0"
<br />
<br />D. BEAM, &EE PLAN&
<br />
<br />&IMP6ON ABE44
<br />COLUt1N BA6E UJlT~T
<br />ANCOOR& TO MA60NRY
<br />COLU1'1N BELOUJ
<br />
<br />
<br />&EE ELEV. FOR FINI&H
<br />&TYRO FOAM llJRAp
<br />A T ROUND COLU1'1N6
<br />
<br />&IMP60N MT&18 TWI$T &TRA
<br />FROM BEAM TO COLUMN
<br />
<br />P.T. DBL. 2 X 4 6.U.C.
<br />ATTACH 2-PLIE$ ON EA. FACE
<br />UJI llZld NAIL& ill 8' O.c.
<br />
<br />(2) 6IMP60N METAZlZl ~
<br />ill 6A6E OF COL. ~
<br />
<br />LINE OF INTERIOR
<br />VAULT AT
<br />MASTER BR.
<br />
<br />T.O.M.
<br />
<br />~
<br />I
<br />
<br />(()
<br />
<br />STUCCO
<br />FINIST1\' sF 12
<br />(Q\ \2~ -,5
<br />\2~~DOU8L~
<br />~p ~~8~l)
<br />C- \ /
<br />~II I ~D.' OOOl
<br />
<br />'=
<br />
<br />DECO~fJII~R~~ - - 0 0 ~ ODD ~
<br />~~OOD ODD, I
<br />gg" ggg'1"
<br />
<br />RIDGE VENT
<br />
<br /> -r
<br /> 12 SHIN~ :l
<br /> 51
<br /> ~OF
<br />T,O.M.
<br />~ DECORAT~ DECORAT~
<br />I ~NISH ~NISH
<br />(()
<br /> FINISH FLOOR LINE 1
<br /> J
<br />
<br />GRADE LINE
<br />(ASSUMED)
<br />
<br />LEFT ELEVATION
<br />
<br />SCALE: 1 /8" = 1 '-0"
<br />
<br />1 x6 FASCIA
<br />W/ DRIP EDGE
<br />(TYPICAL)
<br />
<br />RIDGE VENT
<br />STUCCO ~
<br />FINISH ~
<br />~ LINE
<br />i~~~ ~~""
<br />STUCCO
<br />"'-fINISH r.==1 ,./
<br />~ ~ ~12~~
<br />& ..........."
<br />6" BANDING- '-..., ~?' ~"
<br />~ '~, >/
<br />-' --~ --
<br />
<br />OF INTERIOR
<br />VAULT
<br />
<br />~
<br />SADDLE-~~
<br />I
<br />
<br />SHIN~
<br />~F
<br />~ s~'
<br />
<br />IF.G.
<br />
<br /> u [J[O
<br /> -
<br />,=~ - ~
<br /> r ~
<br /> ,
<br /> '1' ,
<br /> r-
<br />~ ^ - '---
<br />'--- - r--
<br />
<br />..-
<br />
<br />'---
<br />
<br />=
<br />
<br />--
<br />
<br />I--
<br />
<br />==
<br />
<br />~
<br />-sa:-
<br />
<br />r- ?J ~
<br />~ ~
<br />7' = ~~/.
<br />~ ~'\ ~ /
<br />~ /(~ /)><
<br />sa:- fS~ sa:- \
<br />"'-GRADE LINE ~10 DIA, \
<br />(ASSUMED) r 0 \ COL.
<br />\2S:J TEMP, F.G.
<br />
<br />'--1' -2" DIA.
<br />COL.
<br />
<br />==
<br />
<br />\
<br />
<br />LATEST DATE: IN PROCESS DESCRIPTION :
<br />REVISION DATE:
<br />09/16/04
<br />
<br />~~
<br />UJ
<br />
<br />a~
<br />C'~
<br />6Jcj
<br />tJ
<br />
<br />
<br />~~
<br />U~~
<br />Noc
<br />~
<br />~
<br />OO~
<br />
<br />\J I ~
<br />
<br />12
<br />15
<br />
<br />~~
<br />
<br />\ /
<br />
<br />EEEB
<br />
<br />., T"O,M.
<br />"t '\
<br />I
<br />:.....
<br />"
<br />
<br /> N
<br /> r\1,)
<br /> lfI01
<br /> ~~ w
<br /> "'
<br />()~ ,01 ~8
<br /><1:lfI N
<br />()~ -i.,
<br /> cC.
<br />OC'"' <$~
<br />(j~ <!;(!l
<br />O~ ~~
<br />-J\1,) Bif
<br />LL'" ~~
<br />U)- I I Obi
<br /> &l::>
<br />ZOC IX ~~
<br />Ul U<1: ~~
<br /><t~ <1:LL ~ /:"'
<br />ill in n
<br />11l '1'
<br />Q~ 0 . !z:~
<br />-J~ 11l ~'"
<br />-J~ u
<br />ill w::>
<br />0- ",8
<br /> (L~ ~~
<br /> <1:lfI "'>-
<br /> ,'1' ~~
<br /> ~~ ~~
<br /> o~
<br /> 't~ ~g:
<br /> (g",
<br /> ",\1,) ~~
<br /> '"
<br /> XI ~o
<br /> 2 ill ~~
<br /> .~ @
<br /> QI
<br /> (L(L
<br />
<br />~
<br />~ ~
<br />~
<br />
<br />=~
<br />
<br />7'
<br />/
<br />DECORATIVE---.I
<br />FINISH
<br />
<br />FINISH FLOOR LINE
<br />
<br />" "
<br />'\ "
<br />
<br />
<br />'-- 10" DIA.
<br />1/2 COL.
<br />(TYPICAL AT
<br />GARAG E)
<br />
<br />FRONT
<br />
<br />"C"
<br />
<br />ELEVATION
<br />
<br />
<br />SCALE: 1/4" = 1'-0"
<br />
<br /> WALL LEGEND
<br /> . INDICATES FlLLED CElL WI (1) 15 VERT.
<br />tJJ7//////////~ INDICATES TOP OF MASONRY 0 8'-0.
<br />I- -1 INDICATES SHEAR WALL
<br />~ INDICATES INlmlOR BEARING WALL
<br />
<br />OEE PLAN FOR AMOJ-lT AND
<br />LOCATION Cf REI~EMENT
<br />NOTE,
<br />8'xlo' LNiT5 MAY BE
<br />IJOED UNLE55 lUOOD COUJ1N
<br />15 FRAMINej ON TOP Cf
<br />COLUMN
<br />
<br />
<br />WOOD TO MASONRY COLUMN
<br />
<br />TYPICAL MASONRY COL.
<br />SCALE: 3/4"=1'-0"
<br />
<br />SCALE: 3/4'=1'-0"
<br />
<br />< > ROOF VENT 6Cl-IEDULE < >
<br />Verlf::! wIth General Cof1tractor all rOOf Verlt 10Cdtlon!,
<br />qlJdntltre!, and size!. ROOf Verlts shelll be Installed
<br />for a mfnlmum Of Verlted area as lIsted below:
<br />Mark LOCdtlon Off rIdge Verlt! or 60im Verlt
<br /> equa I s~stem (sq, fn) (sq. fn)
<br />RV I 1st Level 140 140
<br />ROOf
<br />
<br />24'><24' OR lo'xlo'
<br />MAOONRY COLUMN
<br />FILLED WI 2&00p&I CONe.
<br />
<br />
<br /> ~
<br />@',V
<br />~
<br />@ ~ ~ ~ ~ a
<br />[!:J
<br />CJ a a a ~ a
<br />[? (!f)(!f) (!f) @
<br />~ ~ ~
<br />~ Ji::J [J::J
<br />d lW lW ~ rrv (tV
<br />2J \? @ @ @ ~
<br />@
<br />d OIl
<br />~ ~
<br /> res
<br />@ I?
<br /> ~
<br /> [!!]
<br /> '" @
<br />~ '" [!!] '" CD
<br />[!!]
<br />@~ res 25 ~
<br />[!!] [!!J @ ~
<br />~ res ~ res []:::>
<br />g ~ ~ @ @ @
<br />~ @ @ @, []:::>
<br />~
<br /> ~
<br />
<br />DATE :
<br />05-1]5-02
<br />SCALE :
<br />AS NOTED
<br />DRAWN BY :
<br />[8~1L1L VANCE
<br />AUTOCAD ~LE NAME
<br />1]827
<br />ENGINEER OF RECORD :
<br />DANSCO
<br />ENGijNEERING P.A.
<br />SHEET DESCRIP1l0N :
<br />ELEV A T~OIN
<br />PLAN 'll'C'll'
<br />3C
<br />
<br />o 5AMUEL A. GREEN6ERG, FE. -:3424:'
<br />o T~UY H. ~UYNH, FE. ~1Z'122
<br />o IRWIN J. 6EN50N, PE. -4~1S8
<br />
<br />TO 1H: 6E5T a: M: EN:;IteR'SI<W.llEIXi ~ 6ELIEF, 1H:
<br />S~ MS AND OffCfICATICN5 ca1FL Y IUTI11H:
<br />ftORIDA BUILDN:; GOOe, OECTICN lb~ FOR 12~ MPJ4. 3 OECOO
<br />GtiOT, EXPO$J1'f '13' WIND Zaf (2001 EDITICW.
<br />
<br />TI1IS DRAWN:; AND DESIGN 15 VAl.. ID FOR 12 11C+(rn5 ~ 1H:
<br />DATE IS SIGNED tW 5EALED.
<br />
<br />51CtS) AND OEALED FOR M: S~ FORTICN a: 11..115
<br />DRAWItU CNL Y.
<br />
|