HomeMy WebLinkAboutTruss DrawingAil =LIFE SAF
ETY ETY WARNING
Thi' isymbol identifies Life Safety Warnings that should be read
giv h special attention by all persons installing trusses.
'PAGING NOTE
AID T ,JSS� ;; APE TO BE SET DON'T LIFT TRUSSES
2 ON CENTER WITH SPANS LONGER THAN
i XC,E I" F AS NOTED 30' BY THE PEAK.
_ - ___ --- CONSULT BCSI
MULTIPLE PLY TRUSSES MUST BE
STENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
NGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. AJI
#' Span'or less Al 30to 60' Span A
p 60 degrees S rea er Bar
�or less
I i
Sp r;'•
lipprox.
I �
'0 BCSI
V t
wcy d crane used
>>' It
truss this w11.
hag _Approx 2/3 to_*
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone used -
This is an 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
® are installed.
1 F= 1 -1 A N Ill IL IFEE R" O T1E_=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
V ANY OTHER A/C REQUIREMENTS. THIS MAYBE 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
TDome
be as
e tabs o
schedule in engineering e nails.
9 9e nails.
package.
Carried Truss
I'll .... IR I-Ait IJ AS DIMENSIONED ON LAYgR1
�RNERMa�
eNo*eer�o.
SEE Bi.WWIV
Zp
ETGIHEFNNG.
a¢ J
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2A'O.C. THRU I
CURNFRJACKS t•-t 1.L
ONLy 24' 16
CORNER DETAIL
OVIERHANGS NOT SHOWN FOR CLARITY
SEAT PLATES BY CHAMBERS
Zito µ
Cl)
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
l -.
heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT8'-l"
TYPICAL END DETAIL
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
18' - 24' IN LENGTH
A
Do not
stand
on
trusses until
they are
braced per BCSI & properly nailed
to
straps
&
hangers
t/w
GRC
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T SETBACK BOSTON HIP TRUSS
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GARAGE LEFT
27 TRUSS DRAWINGS ARE KACHED TO LAYOUT
The Architect's or Architect's representative's
Shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gr ,ty and uplift tends and
their, p ctive Iota o
Arprovea �/° 3 /
cafe L T. Co—
Millii7ON AGREEMENT-
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old, wrlWn nol Is lei Met no barJad,aret sa be kw l a.
m bean mobs Thias rspursd orb « od,et'at'YOp(� h days b.NYdt
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Is to Job ens. Is Is d,a buyers'�eapo,Wppb, b mM'e da�'�'IoA�,s.� r
Y rt7wream Tfusa has b
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Is aPPURRCHASE oRDER'�'s' bedhagedby0smabersTnae.
a reasonable prks. evoke w* be madeonndehsmy d da nun speed b; ar rnt�
f. Imolu May. be made at tdmdlAed dab a"d I b of c bmq «r,e�
a r ester tambl aowpt bdmr eaM h oug t m pay f m6ars.Trva mnwaw
be added forms awns not po wr,Y, hradl nods. l-12 !bpermonlhea)bp
rasaldaralfarh of Chambers r s Tnw Ito ms germ harsh
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�Y pwranbea payrna t seen due d try and d WWWMWW owed m
TN« by./ay way rseatiYq nwbrial and dye WWWd nsd ogress to pay' much
ms brmsl&v m*me s hem, If dskull In Peyumt for r dOM be made by the
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GATE - ` •-�
= Multiple ply trusses must be fastened together per ergihesighrg
'..before they are set; fanur to do so can resultln roof copapw
Temporary and Plimiu a nt bracing are required and can am We
and property and is the raspomibilk of the itusa erecter,
'Study the contords Of��hT> onsal pa included on delivery
Toga mustbesawdbracodpeirkWolDpreuantt#gf&canape.
Trusses must be all plumb and squam
Do not set bunks or ataok of plywood, roofing material or any
'othalir qdhWntrated load* on trusses, this can ammap_"
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET` TRUSSES
CH MBERS TRUSS INC
3105 Oleander Avenue 161
Fort Plel Florida 34982-6423
800-Ml-5932
FortPlerce TT2466 2012 Fax M-466-8711
Vero Beach ' T72-669,2012 Stuart -772 286.'1302
92.0/93.2 MITEIC 4.2
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 Metal Roof
I Loading in PSF Roof R.D.L.
w Top Chord Live 20
c Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
° Bottom Chord Dead 10 3
m TOTAL Load 37 7.2
Duration Factor 1.25
o Wind Speed 165mph
R Top Chord C.B. Sheeting by builder.
a Bottom Chord C.B. Sheeting by builder.
_ Highest Mean Height 12"l
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L =Resbainin Dead Load C.B.--Contlnuous Bn3ci
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: M11324
Scale: 1 /4 = 1'
83 total trusses, 27 different trusses.
Ml 4: SAE All SAE Reviewed By:,/& zjrll� -
Date:07/19/12 Revised:10/15/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
70' CARLTON, ELEV. D
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11324 -?V&0
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