HomeMy WebLinkAboutTruss DrawingFABRICATION AGREEMENT
1SSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
legal descriptlon of the property where the trusses will be installed is:
-LIF SAFETY WARNING
T ' mbol iit
entifies Life Safety Warnings that should be read
gi n pecialttention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO 6E SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
TEND TOGETHER PER ENGINEERING
B&ORE SETTING. REFER TO
ENGIN ERING DRAWING TO DETERMINE
® IF MULTIPLE PLY._ All
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
31iiMpa r or less 30' to 60' Span A&
Jif 60 degrees Sprea er Bar
%Vlr' or less
'" I /2 crag �_—APprox 2/3 to
nr'rrre spar —� approx. Line 112 of Span
Li
REFER TO BCSI REFER TO BCSI
Truss must be set th sway if crane used. Truss must be set this way if crane used.
r This is an example, truss may not match.
Truss Is an example. your truss may not match.
nsist crane operator sets truss this way. Insist crane operator sets truss this way.
AI
ll load bearing walls, headers,
bums & lintels must be in place
at'i6cated height before trusses
QI ! are installed.
A1F-R I1 iAiVE=>1—Ill R "O—T1EH
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
WITHIBUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
LIREPRESENTS A HANGER
II Carrying Girder
For4 russ tG Truss
Colnlrections see
hanger/connector Nails must be as
shown. Guide tabs o
schedu a in engineering Dome angle nails.
ackage.
I Carried Truss
SEATI 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"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r--
�8
.00 Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
ARIRANGE 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
IA'
,
T
GARAGE LEFT
n
"
GARAGE RIGHT
z
13 TRUSS DRAWINGS
ARE
ATTACHED TO
LAYOUT
i no unaerslgnea acrmowleages ana agrees:
1. Trusses will be made In strict accordance vlth this truss placement diagram layoul
which is the sole authority for determining suceesW A fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10
days of delivery the undersigned agrees that no bac,,.r;harges will be allowed. In the even
such written notice is furnished Chambers Truss shall have three (3) business days in whicl
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI 8 WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable fo
delivery. Chambers Truss has the sole authority to detemnine the suitability of the job site or e
portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only
The buyer 1s responsible for additional delivery expenses if Chambers Truss has to redelive
because job site is not prepared for delivery or buyer Is not prepared for delivery of trusses
Buyer is responsible to Chambers Truss for towing costs due to site conditions.
B. Price as shown in paragraph 7 below is subject to change If any changes are made If
this layout. A $50 per hour fee for revisions may be charged by phambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of •the sum agreed to, or if nc
agreement a reasonable price. Invoice will be made on delivery and paid within terms of ne
on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accep
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attomeys fee for collections in event of payment not timely made. 1-1121I6 per month service
charge will be added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the underslgnec
unconditionally guarantees payment when due of any and all indebtedness owed tc
Chambers Truss by any entity recelving material, and the undersigned. sprees to pay suet
Indebtedness including attorneys fees, if default In payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, he•Items fumished'hereundel
or payments referred to herein, the parties agree that the sole. ,a any -such action wit
be Saint Lucie County, Florida.
11. Design responsibilities are per "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Truss s',
ANSI/rPVWTCA 4 - 2002"
DATED
SIGNED
FOR TITLE
A spreader bar maybo mqurred per' BC I-W' bo prevent I jury & damage.
Multiple ply trusses must be fastened together pe engineering
before they are set, failure to do so can result in of collapse.
Temporary and permanent bracing are required and can save life
and property and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery
before setting trusses.
Tnisses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander %��rnue
Fort Pierce, Florida-34982-6423
800=55'� -5,�'
Fort Pierce 772-465-2012 JFak 772465-8711
Vero Beach 772-569-1012 Stuart::`'772-286-3302
Web Site: CHAMBERSTRUSS COM
91.4/93.1 MITEK 4.2 „))N�{.:LED, rI �E•tdhR OR fAiilr't(o11111ENB
DESIGN CRITERIA iaklrTHI,R PON,1�119111NQF`E
County SAINT LUCIE "'ONTflkt�IOROfREURr-'
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
.,
Roofing Material
Shingle or Shake
o' m
Loading in PSF
Roof R.D.L.
R to
Top Chord Live
20
y
a
I
Top Chord Dead
7 4.2
_
I
Bottom Chord Live
10 Non -Concurrent
C
=
Bottom Chord Dead
10 3
w
d
TOTAL Load
37 7.2
d
3
I
Duration Factor
1.25
0,
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
)
:E
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-0"
U
Building Type
ENCLOSED
fir" 6w-f6
Building Category
II:Non Restrictive
Exposure Category
C:COASTAL vowrizu-
Ie
Y7 �O\O
Barrier Island
No
Conforms to FBC 2010
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the 44m]
Building Designer and/or Engineer 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: ..t,
Date:04/24/12 a ,S
FOR
WYNNE BUILDING CORP. j_q5 Ca5,1f45
DESCRIPTION:
62' GRAND CARLTON III W/ PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11.191