|
<br />T.O.M.
<br />
<br />
<br />RIDGE VENT
<br />
<br />
<br />SHIN~
<br />~OF
<br />
<br />12
<br />15
<br />
<br />
<br />B
<br />
<br />~
<br />I
<br />
<br />m
<br />
<br />DECORAT~ ~
<br />~NISH ~
<br />
<br />DECORAT~
<br />~NISH
<br />
<br />(\)
<br />
<br />FINISH FLOOR LINE
<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 />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 />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 wi ONE (1) SIMPSON
<br />MTS 18, TO MASONRY BEARING WI (1) SIMPSON META20 AND TO RIDGE
<br />BOARDS wi (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 />FAMILY
<br />ROOM
<br />
<br />~
<br />"t
<br />I
<br />(\)
<br />
<br />B . 3
<br />
<br />SECTION
<br />
<br />SCALE: 1 /8" = 1 '-0"
<br />
<br />AA
<br />
<br />>
<br />:0
<br />
<br />JOINTe IN Ot-iEA T~I~
<br />MIN. o'-~'. MAX. 8'-~'
<br />
<br />
<br />OC'
<br />so
<br />>>
<br />:-..I
<br />:-..I
<br />-
<br />
<br />&EE eiR1.JCruR.4L. NOTE5 AND NAILI~
<br />ea-eOULE FOR et-IEAT~I~ DETAIL
<br />
<br />:D
<br />:-..I
<br />~
<br />....
<br />
<br />51MP5ON 5Pl
<br />51 I-ll~ OR EQUAL
<br />. EA OUiLOOKER
<br />2'x4' KNEE WALL. WI eruoe . 24' O/C
<br />
<br />D
<br />Sit
<br />>
<br />o
<br />Z
<br />
<br />2'x4' CRO&e 6
<br />AT RIDGE FAe
<br />AT E~ JOINT WI
<br />(2) l~ax3'
<br />
<br />2'X4' OIAGONAL 6RACI~ . MIO-I4EIG~i
<br />WI (2) loa PER CONNECTI~
<br />'L' 6RACE TO EXTEND . LEAeT
<br />W% Cf' u.E13 LENC:IT~ (OEE TAI3LE)
<br />
<br />2'x4' CCNT. 6LOCKI~
<br />WI (2) loa PER JOINi
<br />
<br />51MPeON ~3
<br />2'x4' C.ANT. . 24' O/C
<br />l~ax3'. 3' OIC T~~
<br />ct-lORD INTO 2'xo' P.T. PLATE
<br />
<br />-
<br />'-
<br />.J..
<br />
<br />co
<br />:.
<br />o
<br />~
<br />I
<br />>
<br />J.J
<br />~
<br />J.I
<br />,
<br />~
<br />n
<br />-
<br />
<br />-
<br />.L.
<br />J.I
<br />...J
<br />-
<br />
<br />(2) loa
<br />T. 2'x4' END NAILED WI (2) loa
<br />. EA 5ruO
<br />
<br />::>
<br />~
<br />:I)
<br />~
<br />~
<br />
<br />2) 1 a 1" . G'rP5UM WALL 60A
<br />(;2) loa THROUC:I~ TRUoo ll.JE 0 ,..,ROl..J<::l:I-l 6LOCKI~
<br />V 2'XO' P.T. 51LL.
<br />2'x4' 'T' ON TOP Cf' PANEL
<br />6LOCKI~, FAeTEN WIT &/8' OR 112' CEIL.I~ OENOE /
<br />l~ax3' · 4' OIC G'rP5UM WALL BOAR!:) FAeTENEO ~
<br />WIT~ 6d COOLER NAIL5 OR I 1/4' L~
<br />ORYWALL ecREUJe ca1PL. YI~ WIT~ AeTM CI~
<br />FOR FI~T 8'-~' FROM END WALL
<br />. 4' O/C TYPICAL
<br />
<br />ALUMINUM 5OR=IT
<br />
<br />vAPOR BARRiER UNDER GABLE
<br />TRUoo BOTTOM CORD (ROOFI~
<br />PAPER OR R~ CEMENT)
<br />
<br />...
<br />:-..I
<br />:0
<br />....
<br />-
<br />:z:
<br />-<
<br />z::
<br />z:
<br />J.I
<br />~
<br />-
<br />....
<br />d)
<br /><-
<br /><0
<br />co
<br />e
<br />-
<br />l.O
<br />....
<br />co
<br />o
<br />-
<br />'J)
<br />
<br />NOTE,
<br />OEE GABLE BRACI~ OET AILe
<br />FOR ADOITIONAL GABLE BRACI~
<br />I~ATION
<br />
<br />112', ANa-lOR BOLT. 32' O.C.
<br />MINIMUM 0' FROM PLATE 5PLICE5
<br />WI 3/10'x2' OIA PLATE W~R
<br />
<br />CANTILEVERED GABLE END BRACING DETAIL
<br />SCALE; N.T.S.
<br />
<br />
<br />
<br />
<br />
<br />---.J 3_
<br />12
<br />
<br />E3
<br />
<br />~
<br />I
<br />
<br />DECORAT~ 0
<br />~NISH 0
<br />NIS FLOOR LINE
<br />
<br />(\)
<br />
<br />
<br />REAR ELEVATION
<br />
<br />SCALE: 1 /8" = 1'-0"
<br />
<br />5TRUCTURAL NOTE5
<br />
<br />I'j\ ~ (l) 1& ceNT. IN FIllEJ:) ~CA&T LINTS.
<br />\.V AJo.I:) (l) 1& ceNT. IN FIllEO KNOCK OUT
<br />eLOCK AeOVE
<br />
<br />
<br />
<br />~A~A~ ~ GARAGE DOOR
<br />, 8 -0 x19 -0 t OPEN POSTION
<br />
<br />
<br />r--------------------i
<br />
<br />I I
<br />
<br />II ROOF TRUSSES r-..... II
<br />~ ABV. @ 24- O.C.
<br />I I
<br />I IF CONCRETE: 4 #5 VERTlCAL
<br />: ~ K I
<br />y~ 52 I
<br />
<br />ENTRY
<br />6'-6"x10'-4"
<br />VOLUME CLG
<br />
<br />I ,
<br />
<br />I ,
<br />
<br />PARTIAL
<br />
<br />FLOOR
<br />
<br />PLAN
<br />
<br />1/4" = 1'-0"
<br />
<br />D. 6EA1"1, SEE PL.MIS
<br />
<br />(2) SIMP50N MET A2~
<br />ill SASE OF COL.
<br />
<br />
<br />SEE ELEV. FOR FINISH
<br />ST'(RO FOA1"1 WRAP
<br />AT ROUND COLUMNS
<br />
<br />SIMP50N MTSI8 rwr6T 6TRA
<br />FROM 6EA1"1 TO COLUMN
<br />
<br />P,T, DSL. 2 >< 4 S.U.C.
<br />ATTACH 2-PLIE6 ON EA. FACE
<br />WI l~d NAIL6 . 8' O.C.
<br />
<br />61MPOON A6E44
<br />COLUMN SASE UJITI-4OUT
<br />.MICl-IORS TO MAOONRY
<br />COLUMN 6ELOUJ
<br />
<br />LINE OF INTERIOR
<br />VAULT AT
<br />MASTER BR.
<br />
<br />T.O.M.
<br />
<br />~
<br />I
<br />
<br />(\)
<br />
<br />RIDGE VENT
<br />
<br /> -,
<br /> 12 SHIN~ J
<br /> 51
<br /> ~OF
<br />T,O.M.
<br />- DECORAT~ DECORAT~
<br />~
<br />I ~NISH ~NISH
<br />(\)
<br /> FINISH FLOOR LINE )
<br /> J
<br />
<br />GRADE LINE
<br />(ASSUMED)
<br />
<br />LEFT ELEVATION
<br />
<br />SCALE: 1 /8" = 1 '-0"
<br />
<br />RIDGE VENT
<br />STUCCO ~
<br />
<br /> w/ 1 x6 FASCIA FINISH~~
<br /> DRIP EDGE LINE OF INTERIOR
<br /> (TYPICAL) 12~~ VAULT
<br /> STUCCO r~ I ----
<br /> FINIS(-1\; 5(2- STUCCO
<br /> ~ISH ~ 12
<br /> 12 bJ ~- SHIN~ 15
<br /> fO\ "-.S~ ~5
<br /> ::;-)7 ~"
<br /> \20'~DDUBL~ 6" BANDING- '" ;'~v ~ ~F ~~
<br /> ),\ '., ~/
<br /> ~~ ~18~L "of L s~'
<br /> ~ '- -c:, - -
<br /> SA D D LE -..,2S;....~ T..O.M.
<br /> I "-
<br /> \ I TF.G. "'t "
<br /> JFr= ~ , U \ / I
<br /> ~ :...
<br /> , [J[ ] - ~ tHE
<br /> DDDIl' - ;:= I""
<br /> -l-
<br /> I ~ ~;:=J - - -
<br /> ;::::: ~
<br />~ - If DD~ DDD~ r ~
<br />~ ~ ,
<br /> I ~ ~
<br /> "of I - I
<br /> t- .?I I ~
<br /> I~ DDD DDD ^ - - ~/
<br /> I 11. - -
<br /> (=~ \. " "7 -
<br /> r=1f:;;; \ ~~n to; / + K
<br /> ~ "Iggg ~, =.: ~ v FINISH FLOOR LINE JI , ,
<br /> -so-:- sa:- \ SQ. SO-:- \ / ,
<br /> '-- 10" DIA. "-GIJADE L1N0 ~10 DIA. \ '--1'-2" DIA. DECORATIVE--.I
<br /> ~2 COL. ASSUMED 0 COL. COL.
<br /> (TY ICAL AT QY TEMP. F.G. FINISH
<br /> GARAG E)
<br />
<br />DECORATIVE
<br />FINISH
<br />
<br />FRONT
<br />
<br />"C"
<br />
<br />ELEVATION
<br />
<br />LATEST DATE: IN PROCESS DESCRIPTION :
<br />REVISION DATE:
<br />09/16/04
<br />
<br />~~
<br />Ul
<br />
<br />a~
<br />c'~.
<br />QcJ
<br />tJ
<br />
<br />~~
<br />C0J]oc
<br />~
<br />~
<br />OO~
<br />
<br />\J I N
<br />
<br /> N
<br /> rl'S;)
<br /> u)01
<br /> ~-Sl ~
<br />oi ,01 08
<br /><tU) ~N
<br />nl -<:1
<br /> "-.
<br />OC" c5~
<br />U~' o~ ~~
<br />..Jl'S;) ~8;
<br />lLV ~~
<br />d)- , , ~~
<br />ZOC IX ~~
<br />ill 0<1: ~~
<br />q~ <tlL ~ ~FE
<br />W in ~~
<br />III "of 1l:i3
<br />O~ 0 . !ZiS
<br />..J-Sl III !:i<=
<br />..J-Sl u
<br />W w:>
<br />III 0- FE~
<br /> (L~ ~~
<br /> <tu) in
<br /> ,"of
<br /> ~-Sl El""
<br /> au
<br /> o~
<br /> ~a :l18;
<br /> c<\l'S;) t3",
<br /> v j~
<br /> X, ~o
<br /> Ow ~~
<br /> lllz
<br /> ,0 @
<br /> QI
<br /> (L(L
<br />
<br />
<br />
<br />SCALE: 1/4" = 1'-0"
<br />
<br /> WALL LEGEND
<br /> . INDICATES FlUED CELL WI (1) 15 VERT.
<br />tw7//////////~ INDICATES TOP Of MASONRY 0 8'-0.
<br />,- ., INDICATES SHEAR WAll.
<br />~ INDICATES INTERIOR BEARING WAlL
<br />
<br />< > ROOF VENT SCHEDULE < >
<br />Verlr~ wIth General Co<ltractor all roor Verlt locatIons,
<br />quantftres, and ~rze&. Roor Verlts shall be [nstalled
<br />ror a mInimum or Verlted area as Irsted below:
<br />Mark LocatlOfl Orf rldee Verlt& or 60rm Verlt
<br /> equd I s~stem (sq, In) (sq. In)
<br />RVI 1~t. Level 14'" 14'"
<br />Roor
<br />
<br />5EE PLA.N FOR Al10JNT .AND
<br />LOCATIo.! Cf REI/'.FORCEMENT
<br />NOTE:
<br />8'x16' L.NIT5 MAY BE
<br />IJ5ED UNlE&5 ll.OOD COLiJ1N
<br />15 FRAMING 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 />24-'><24-' OR 16'xlo'
<br />MA5ONR'r COLUMN
<br />FILLED WI 2S00p&1 CONe.
<br />
<br />
<br /> ~
<br />@V
<br />~
<br />@ ~ ~ ~ ~ .
<br />~
<br />D rW .
<br />[? (!',f) ~
<br />~ ~ w
<br />[i::J [J:::J
<br />d @9
<br />rw rw ~ lYi) w
<br />a \? ~ ~ ~ ~
<br />@
<br />d '"
<br />~ ~
<br /> g
<br />@ I?
<br /> ~
<br /> I!!I
<br /> '" @
<br />~ '" I!!I '" tD
<br />I!!I
<br />@~ g g <:::!l
<br />[!!] [!.!J @ ~
<br />~ g ~ g [}::>
<br />g ~ ~ @ @ @
<br />~ @ @ @, [}::>
<br />~
<br />
<br />DATE :
<br />05-115-02
<br />SCALE :
<br />AS NOTED
<br />DRAWN BY :
<br />l8~lLlL VANCE
<br />AUTOCAD ~LE NAME
<br />11827
<br />ENGINEER OF RECORD :
<br />DANS CO
<br />ENGINEERING, P,A.
<br />SHEET DESCRIPTION :
<br />ElLlEV A TUOINl
<br />PLAN 'i'C'li'
<br />3C
<br />
<br />o SAMUEL A. GREENBER6, FE. ~424S
<br />o Tt-4UY t-4. t-4UYNI-t, F.E. ~~122
<br />o IRWIN J. 6ENSON, PE. .4~158
<br />
<br />TO'M: l3E5T (K Tl4E t}(jmR'5 ~ ~ l3ELIEf, 'M:
<br />5~ FlANS ~ 5ffCfICAT1()l5 cctR.,.. UHl1 n-e
<br />FLORIDA 6UILDm COOE, 5ECTICN Ih~ FOR 12~ MPJ.l. 3 5ECCW
<br />GllOT, EXPO$J!<f '8' WIND Zaf (2001 EDITICW.
<br />
<br />11115 DRAWm ~ DE516N 15 VALID FOR 12I"'a-lTHS AF1'ER n-e
<br />DATE 15 SIGNED ~ 5EALED.
<br />
<br />SI<1a) A'lD OEALEO FOR Tl4E 5~iUV>L PGWICN (K T\.l15
<br />DRAWm ()l Y.
<br />
|