HomeMy WebLinkAboutTruss Drawing 11-3-17i
SAFETY WARNING
��LIFE S �
This symbol identifies Life Safety Warnings that should be read
given'pspecial 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 ENGINEERING
BEFORE SETTING. REFER TO
�I GINEERING DRAWING TO DETERMINE
1AI IF MULTIPLE PLY. _
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Spanor less Al 30' to 60' Span A
0 degrees Sprea er Bar �6
or less
i
jr
i= r n,,
�pprox.
O
rat
71 Pcsl
Tr„s5 r
[e set t
f crane used.
m^pi" I'll
. ss may not match,
.pest
-s Lrp 55 this way -
keg—Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is on example, truss may not match.
Insist crane 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
� I F_2 "AN I—EFZ 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.
U KEFRESENTS A HANGER
Carrying Girder i
For Truss to Truss
Connections see
hanger/connectorTNallsbe as
de tab:
chedule in engineeringe nails.
package.
T 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 F__
upset=1/4" heel=315/16"
1,
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r—
—
12 2.00 8-1
upset=1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
FABRICATION AGREEMENT'
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pryer b raaporrbla b a,aaea. Tows br tawahtj cosb due b we n*M ne.
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I*.slyout A560 P0rION fee tar Isvblorr trry W dhatped by 17hantbms Tnas.
ara�woCHASE ORDER 10 'ade prloe. trvake rrs be made o n deFnry and paid rrrthtnwpNn te'�mia a
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aMarisf's1aforealectlbltsInevertdpaymentrrlfouseltoed..141 Ilk per nrWhaefyee
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Mdebhllne" ttdudbne attorrn ill fees, 9 details In pmnai for materiel be made by M
10. in the event of sell woo4on cono6nft this agneworto 16ins famished herwrider
or payment ..to d o bw pwon agrw frt t vvwm ttr d aon ws
6s liLodst oolu.n Canty, FlorWs. -Nasdr W Sbndard And Mm inhenledCaddeftwe On
11.OmIPnrap For Des per
Raapatsbmfss war CadAnnNan lbttp Metal Plate Comede0_YVood Tlteltrs
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StONED ' .
FOR
Azapfeaderbanytaybategt t�iedper"BCSI FQ:'bpfotettijtry3dsttapa '
Mytople ply trusses must be fastened together per englnesring
' before t19y are se; failure to do so can reiUit-ill IOd COgap66•
temporary and permanent bracing are requi ld and can save We
and propergf and b the rasPOrtalbtt W of the truss erector"
-Study the contents of the
bd ton � Included on delivery
111412111111110
nneaesmustbes*M dhraeedparrdWpbPeil"kjuy&darhrga
Trusses must be set phsnh and isggsre
Do iiotiset bunks or stack of plywood. t'oothtg rods" or any
Oder coticentrabd loads on UUDSMr 1111 call cause COgapae.
Do.RoTSET fl usm USING 770 LAYOUT
. r ttm i avntrr DELIVERED WITH TRUSSES TO SET TRUSSES
` CHAMBERS TRUSS INC
�
3106 Oleander Avenue®
Fort Pierdei Florlda 34982.6423
800-551-5932 •
FortJ%rco M-485.2012 Fax Trk4gl `Il`L
Vero Such T72469-2012 Swart i7?r2S63302
The Architects or Architect's representative's
Shop drawing approval
Is NOT a
check"
The contractorshall remain responsible
for checking field
mean Yfements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading
structure from gr
their re
on
it and uplift loads and
a
Live location
Approved By: IB I7.
92-0/93.2 MITEK 4.2 Date:____ _ _ l
DESIGN CRITEIkfX 8 Braden A.I.A• papa
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.
.51
=
Top Chord Live 20
Top Chord Dead 7 4.2
s rlI
o
Bottom Chord Live 10 Non -Concurrent
a c -
Bottom Chord Dead 10 3
o
Load 37 7 2
M1.,..
cTOTAL
Duration Factor 1.25
w
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
!�
r
Bottom Chord C.B. Sheeting by builder.
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
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
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By -. AC /4/r%J—
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 7 cleo r9
a 3 FI!u,-e S 44 7/0'ie