HomeMy WebLinkAboutTruss Drawing 10-7-15-LIFE SAFETY WARNING ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
gi s Jspeci identifies Life Safety Warnings that should be read IL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
given especial attention by all persons installing trusses.
_5PAGING NOTE
ALL. TRUSSES ARE TO DE 5ET
AT 2.-O: ON GENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
,A IF MULTIPLE PLY.
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Span or less A&
\f60 degrees
or less
sec--. cpprox.
„I f EIS T() BCSI
Tr X,,§ rrys: ere se: 1-., wcy if crane used.
v .,.•,pie. f^u, •..ld e, rnry ,rl me.
nsl^t f.'e Dpe'alrn eets�tress this way.
30' to 60' Span
SDreader Bar
409 __Appro. 2/3 to_-,,
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crane used.
This is on example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
IFR " "E=>L_I=I-Z IV<=>T-E
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.
U REPRESENTS A 1-tANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tatts o
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 -
to
r�
j upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DET';IL
12
4.00 r—
Ir
_1"
to 2.00 A8'-1�
� Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT"
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watt wvart rratice b alhet .dCMmbars oCli In MYdt
fa bepfn repaha roWd °d
4. The undaragrad adaoafedpsa recalpt d"BCSI 147" srmrry srtad by TPI a wrlat-
a DsNery b a Job .le 1tb era buywWrespar60pr to ingots la lob de nimble for
deMry. Cttrrtban Tnre hee tla sole atmmdty b de4atnite the a�0.yof do Job dte dr a
patlort dflw Job ale fordelMmy Member i TRW Thep for eddidond deliveryawaTwdedw
bo,
oft b rid properod for delvay or dryer b rtd peerof for ddrry arsses,
edyr IS report mle to Chrobere Tmn for fawbtp oosb due to see 0WId a
a. Pike ere *Own h paragraph 7 Wbar b read fa d"no' r r0' dWtpea re. made h
Orb bYad• AS60 car hour lee fa rwAsbrm nay be rJarged by fXtrnbera now
• a araasoriabb else. Mwoke who be mWe on de wy a d qk rdlJn rrtne of
bn delwry• Invoke maY, be nerds st odtedled dab bC deWay l buyer C11111 l aocyt
doilz d falxketed tiepin. The udo abrrd agrees to pay Chambom.Trm reesonabld
al0ornelh fee for cdecabra In avid d payment not lrrteb mede� 1-12 month se %fw onitQoe
dr+rge wa be added ford sumo not peldwltlit Ceara.
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be SaW 1.DW ole Cot ndtivin per-NotiortW Stivdrd And RbuNrimeeded Orldeitss On
11. Deslpr mponsiAlea
RWon'"Wee Fa Carsbrrdtort lhYtg Meta rte Plats Carcted Wood 7ttftaes
M.tSprPl f CA4-200r �. -
DATED^�
FOR 7rrt F
Aspreaderbarmaybere"edper'�C9iarbprenerdttltayadm' .
= Multiple ply trusses must be fastened togiffier par engineering
before they are set, faiitrre to do so can resultln root cOURP4 .
temporary and permanent IaaclIng are required and can am M
and property and Is the responsibil of the trtss erector.
Study yte contents of the information packet Included on deUvery
before setting trusses
TrtssesnatstbesdwWbracedpldlsWIDPwmtk I+Y&" 9
Tnusas meat be set plumb and squpro
Do riot bet bunks or stack of plywood, roofing material or arty
.othei coRrbentraW load, on t wess, #6 can cause coPaPtie"
DO -NOT SET TRUSSES USING TH=SsemyossumT
USE LAYOUT DaMMM WITH MUMES TO
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerce, Florida 34982-6423
800- I -593'2
FortPlerce 7T2-466-21112 Fax 7n-4684711
Vero Beach M-668-2012 Stuart -T72-2S6J302
- ,CXSOFr A-Ichiteet's representative's
Shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
fcr checkmq field measurements and
other construction criteria. Architect's
approval covers general roof shape,
'"icw of truss strapping, and loading on
structure from gr— ity and uplift loads and
their re p cove loc,�ayttiii ns'
Approved Pay:
Dale.
—
-------------IC-
92.0/93.2 MITEK 4.2 Braden 3 Braden A- ICP.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
o' m Loading in PSF Roof R.D.L.
J Top Chord Live 20
R„ m
L j
j
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
c Bottom Chord Dead 10 3
TOTAL Load 37 7.2
;; -• 3 Duration Factor 1.25
m Wind Speed 165mph
w �
Top Chord C.B. Sheeting by builder.
!� s Bottom Chord C.B. Sheeting by builder.
v ~ Highest Mean Height 14'-0'
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
H
(n
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
i
.
i
r
4
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = V
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By --Z—IC Ab/Ij-
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INMALS EACH PAGE
M11323 -7y��9
al F-/ure s ktt 7lrr fe.