HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY. A 11
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less 30' to 60' Span A
0 degrees Spreader Bar
or less
F_-1 /2 �
rc�g Line sPon opprox.
REFER TO BCSI
Truss most be set this way if crane used.
Less Is on example, pur tons. may not malt".
,sist crane operator sets truss this way.
Ifag 4— 1/2
2/3 to_j,
Line 1/2 of Span
REFER TO BCSI
2ss must be set this way if crone used.
This is on example, truss may not match.
Insist crane operc for sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. AL i
AI F2 HAIV E::>1—EFR NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss -to Truss__.
Connections see
hanger/connector
schedule in engineering
package.
as
tabs o
[ails.
TRUSSES F
A AFC
AL Do
SEAT PLATES BY CHAMBERS
CORNER DETAIL
OVERHANGS NOT S OM FOR CLARITY
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
11=
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
e
OR THE FIRST MODEL•SHIPPED
RANGE WITH CRANE OPERATOR
not stand on trusses until they
'
IN ADVANCE F
are braced per BCSI
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mil
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raw
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AP
INVERTED "V` WEBS AT CENTER
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PAM®
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IN
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I IAI-A" 1., 6'-4"
PORCH RIGHT
-ULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _
OR A SPREADER BAR OF 18' - 24' IN LENGTH A
properly nailed to straps & hangers ` 1
1 ^11 LG 1
J
I I
V
i' CLOZED AREAS ARE OF �\
SPECIAL CONCERN & MUST BE
CHECKED CAREFULLY & MAY
t INDICATE DEVIATION FROM%
,_ PLANS.,
FABRICATION AGREpyIEN•r
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for "Ata�rbdMse+ilo4111XIM5 rb11ceo11dMtlrrr
tetwuhairlyouthMb••e"l55dty11a0"`f prd
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7oltatdsration dt2lalnbera True •IOendtlp fact rot tltls r1lafWd the utlralQrd
bldy o�aa Irwlr• .lien aw ofmy and a Yldahrdn.aa Dad b
n Thra M.sr ab rsoaFip rrlatsY err tlr udralprd apsu b pay s11rA
bus kwkx% p Wnnaya lees. K Alta* h psraalt br IrlatarY be grade M tM
ft aunt of airy Wileaat mlarti91& sly n eaL ow bras fardslted hawadar
rMa Mrridb harair, ilia parUu spas flat M ayr varar 6x any alrh stnon tva
Lida Carly. Fitlll� _
doe rs �
For
&aWrd And Ra>aanwNW 011daaraa Ort �� uroMMdPId•Ca.rded.WoodTlusu
1MuMple * t unn must be fastened together per anghl aiwil
- 6afon they aw sat; felon W do so can re4ultln roof txlhpga.
Tearpwwy and pammmd bracll am ro*dred aad can am 116e
and property and la the rapoknnaw of the mats ersetor.
Study dw contents of the Intbirlmdan pacWhldudad on delmy
Tmwmamuetbentwdtinted; ilplbpadirelpe,
Tnimaas tit be not plumb and equus
Do ttot'a•et boob or stack of plywood, roW4q mabarlel ott any ..
other oalete!tr loads on trkwa, tuts can glue colopse.
DO -NOT SET TRUSSES USING THIS UYqUT
USE LAY= DBJVMM Wlnt TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
FarCPlercei Florida 34982.6=
800-551-5932
rrortPNta "2-48illi Fax 772-4e5-8711
Yaw Beach T72488.2012 sb*A ?n-266- 02 '
_ YLL aW. nasauntbat'orIRC'('.:iY s',
Inc' Architect's or Architects representative's
htUnoO 2p shop drawing approval Is NOT a
Ik® "double check" of the contractor.
13NNd'J� The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
1 ` review of truss strapping, and loading on
structure from gravity and uplift loads and
their r s "Clive I/ova 'one.
F Approved 8 . / Z
Date:__
920/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
. ,z w Loading in PSF Roof R.D.L.
Top Chord Live 20
w`1,00 I Top Chord Dead 7 4.2
S Bottom Chord Live 10 Non -Concurrent
c _ c — Bottom Chord Dead 10 3
a `�I I TOTAL Load 37 7.2
m 3 Duration Factor 1.25
o
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
s m Bottom Chord C.B. Sheeting by builder.
Highest Mean Height I& -Om
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
6*40
PORCH LEFT 2
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
r�.u.�.—r�wuonm vow a-w.• v...r.—w..u..ww e.. ar+
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Rldldinn nPsinner and/or Enoineer of Record-
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_A&_/O�s"//s_
Date:10/07/15 Revised:10/15/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11392 7495E
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