HomeMy WebLinkAboutAPPROVED Truss Layout - Carlton(1)A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
i
ALL TRU55ES ARE TO HE SET
A7 z'-0- ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
F
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
0 1 /2 --► I
Tag Line span approx.
REFER TO BCSI
Truss must be set this way if crane used -
Truss is an example, your truss may not matCh-
nsist crane operator sets truss this way-
30' to 60' Span A
/Toy F— Approx 2/3 to --,-io,
Line 1 /2 of Span
REFER TO BCSI
iss must t)e set this way if crane used.
This is an 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
are installed.
A I R H A" 10 lL IE= F2 N 4--7 T IE=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER AfC REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REFRE SENT S A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs of
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
A
m
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 7---
upset--1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT &-1"
TYPICAL END DETAIL
4.00 F 12 -
r 12 2.00
IV
upset=114" heel=315116"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL : A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17'- 23'IN L=.NGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
IN
"
GARAGE LEFT
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double clack" 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 gravity and uplift loads and
their rasp ve locations.
Appraved Bv: 3-23-21
Lute.-
l Hraden raden A.I.A. P.A.
4" I. 51-4"
GARAGE RIGHT
FABRICATION AGREEMENT'
7RUNN CANNOT BE STAliTi:D UNTIL THIS AGREEMENT IS SIGNED a RETURNED
The lanai desc iption of the property where the trusses wOl be Installed Is.
1:, Ttussee wfil be made -In strict ec=dwxe with tills truss placement diagram layout, whkh is the sole authority for determfning.suceessfN fabrication of the trusses.
dimensions in this fayaut have been verifted by the undersigned,
S. Llnfes'a wl'fllgn notks Is pravlded by der#fled mall tv Chambers Truss within fend p]
days as delivery the undetslgned agrees that nv backcharges w!I! bs s#Ivwed. • In the avant such wr#lten notice is fumisbed Chambers Truss shall have three {3] bu ness days in which
to begin repairs required, or to strbatituJs athet trusses, at Chambers opt n.
4. The undersigned admowledges receipt of'BCSI f-03" summary sheaf by TPI & WTCA_
$. Delh+ery €a fa Jab site k Ia the buyaes'reeponsiblflry to n3a[re the ]ob eke suitable Ter
delivery, Chamfers Truss has Ilia sole authority tv determine the sufteblAty of the job site oP a
ponlvn o;ere Job opts for delivery, Chambers Truss will be respansibie;ar dump delivery only.
The buyer is responsible for addltrvnal dellva; r @upenses if Chambers Tn�ss has to redeliver
because job eke Is riot prepared for delivery ar buyer is not prepared fw delivery of trusses.
Buyer Ia responelble !o Chambers 'truss for towing costa due to site wndllfvns,
B. Prtoe as shown lrt paragraph 7 below is subfect tv mange ff any changes are- made hi
#ifs, Iaybtit A $6p per hour No for revlstons may be charged by Chambers Truss.
7: Thle Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If n4.
spreemant a removable price. Invoice wlfl be made on defdvery and pald within tens of net'
bn delvery. Invoice may. bs made at scheduled date of delivery if buyer cannel sccepi
delivery of fabricated trusses. The undsmIgned agrees to pay Chambam.Truss masona bid
attorneys fee tat daliectibnB In event of payment not timely made.1.1/2 r% per month semjce
et►arpe wilt be added for all sums not pafdwithln terms.
t3. Slnnature or Initlels anywhere on this sheet constkutes agreement to all tens herein.
p: In oonalderatlon of Chambers Truss extending credit for this material the undersigned
uncondbfcnally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity racelvfnp material and the anderslnned agrees to pay such
Indebtedness lncdur.�Ing attpmeys fees, K default In payment for materiel be made by the
'10. In the event of any IitlgeOn conceming this agreement, the items furnished hereunder
or payments referred to herein, the. parties agree that the sole venue for any such actlon wilt
be Saint Wals County, FD AW@.
! 1. Design respvns1hi110e6 are per" National Standard And Riftmmended Guldefines On
lta'sponsibigtles For Carfsvucdon Using Metal Bate Connected Wood Trusses
ANSVTPIIWTCA 4 -2002'
DATEq
SIGNED
,
FOP,— w v
AspreaderbarmaybempeewsI.W,bpreventiryca<��damage,
:. Multiple ply trusses must be fastened together per engineering
before they are set, fallure to dO so can result -in roof collap>e.
Temporary and permanent bracing are required and can save life
and property, and Is the r+asponsibllity of the buss erector.
'Study the contents of the Information packet Included on delivery
before setting trusses.
7m mustbei*and braced par
hlsdesign b tad hjW?+
Trusses must be set plumb and square
Do rtotaet bunks or stack of plywood, roofing material or any
other Lobbentn ited loads on trusses, this can cause collapse.
DO, NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SE7 TRUSSES
CNA1Pl8ERS TRUSS INC
3106 Oleander Avenue
Fort Plercei Florida 34582-6423
800-551-5932
Fort Pleme 77248E-2012 Fax 77i4*6.8711
-.Vero Beach 772-589-2012 Stuart '772-286-3302
t%U A %X 0 awaTo I I_C�'(%A. M
92.a/912 M11EK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
a
Pj
Loading in PSF
Roof R.D.L.
N —
Top Chord Live
20
-2-r
Top Chord Dead
7 4.2
Bottom Chord Live
1 ❑ Non -Concurrent
Bottom Chord Dead
10 3
az'
"
TOTAL Load
37 7.2
a
Duration Factor
1.25
u
m
Wind Speed
165mph
N
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
0
y;
Highest Mean Height
14r-0"
Building Type
ENCLOSED
Building Category
Il:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
K.U.L.=Kestrainincl Ueaa LOW U.tl.=[:ontinuous Bracln
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildinq Desi ner and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: M11323
Scale: 1/4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date: 04/24/12 Revised: 02/21/18
FOR Revised: 3/05/2020
WYNNE BUILDING CORP.
DESCRIPTION:
CARLTON
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