HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special 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
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
(.nNRI U T Rr:SI
30' Span or less A
30' to 60' Span A
Sprea er Bar
0 degrees
or less
ag f_APpro. 2/3 tom
�_1�2
T g Line span approx.
Line 1/2 of Span
REFER TO BCSI
REFER TO SCSI
Truss must be set this way if crane used.
Truss must be set this way if crane used.
Tres" is an e.ampir. year truss may rat match.
This is on example, truss may not match.
Insist crane operator sets truss this way.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed. A
A I R F—I A N C I— F= FZ " O T IE-
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 HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs t
Dome angle nails.
SEAT PLATES BY CHAMBERS
F-9
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-1"
ABOVE FINISHED FLOOR
M =�
12
4.00 r—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F---
upset=1/4" heel=315/16"
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
1
W
F-
a
GARAGE RIGHT
FABRICATION AGREEMENT'
TRUSSES CANNOT 9E STARTED UNTIL THIS AGREEMENT IS SIGNED Ik RETURNED
The legal description of the properly where the trusses will be Installed Is:
.The undersigned acknowledges and agrees:
1: Trusses will be made In strict accordance with this buss placement diagram layout,
which Is the sole authority for deterrnlning.successful fabrication of the trusses.
2 AN dimensions In this layout have been verified by the undersigned.
.3. Unless written nodes b provided by certlfed mall to Chambers Truss within ten (10)
days of delhrery the undesigned agrees that no backcharges will be allowed. -In the event
such written notice la fumbhed Chambers Truss shall have three (3) bulillpeas days In which
to begin repairs mqulred, or to subs" otho, trusses, at Chambers option:
4. The undersigned acknowledges recelpt of •BCSI 1 0 summary sheet by TPI & WTCA.
.5. Delivery Is to Job site. If h the buyers'rosponslbglty to make the job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the Job she of a
portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery, only.
The buyer Is responsible for additional delivery expenses N Chambers Truss has to redeliver
because job eke Is dot prepared for delivery or buyer is not prepared ftr milvery of trusses.
Buyer Is responsible to Chambers Truss for towing coats due to she our ":Sons.
0. Pike as shown In paragraph 7 below Is subject to change If any changes are. made In
this layout A $50 per hour fee for revisions may be charged by Chambers Truss.
.7: This Is a PURCHASE ORDER to Chembere.Truss of the sum agreed to or V nq,
agreement a reasonable price. Invoice will tame be made on delivery and paid within tes of net;
bn delivery. Invoice may. be made at scheduled date bf deihrery N buyer cannot sompf
delivery of fabricated huases. The undersigned agrees to pay Chambers.TNss reasonable
attomsys fee for collections In event of payment not timely made. 1.1/2 %per month selvjce
charge will be added for all sums not paid within tome. '
. & Signature or Initials anywhere on this sheet constitutes agreement to oil terms herein.
9. In consideration of Chambers Truss extending credit for this materiel the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity recaMng material and the undersigned agrees to pay such
Indebtedness Including attorneys fees, If default In payment for material be made by the
recipient. 1. - -
10. In the avant of any litigation concerning this agreement, the gems fumished hereunder
or payments referred to herein, fie, parties agree that the sole venue for any such action will
be Saint kilcle County. Florida.
11. Design responsibilities are per -National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSVfP11WTCA 4 - 200V ..
DATED
SIGNED
FOR TITLE
1.
Aspreaderbarmayberet3t Wper"BC31I-W110pteverdltdlay&darnage.
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result in roof collapse.
temporary and permanent bracing are required and can save life
and property and Is the responsiblilty, of the truss erector.
Study the contents of the Information packet included on delivery
before setting trusses.
Trusses mustbesstand braced Perdasdgftm preverillirl dammi
Trusses mast be set plumb and square
Do riot $et bunks or stack of plywood, roofing material or any
:'other ed4icentrated toads on trusses, this can cause collapse.
DO.
O NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERe" TRUSS INC
3105 Oleander Avenue
Fort Plerce; Florlda 34982-6423
800-551-5932 -
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-569-2012 Stuart 772-236-3302 '
' •••_� nu—. wuwuGCOCTt211C$-Q�M '
The Architect's or Architect's repro sontative's '
shop drawing approval is NOV a
"double check" of ui.. contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Archftoct's
aPProval covers general roof shape,.
revlew of truss straPPing, and loading on
structure from gravity and uplift loads and
their W36
ns.
Approved By: I M
Date:
92.0/93.2 MITEK 4.2 Br en & Braden A.I.A. P.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Fojce Resisting
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
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
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.
zc o 2
MI 4: SAE ACAD: SAE Reviewed By: 16 !c/y/,J-` or� �
Date: 04/24/12 Revised: 10/07/15
—
FOR
g
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
7 3 oiaS
r
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323
SCANNED
BY
STLI IriF rnl1NTY
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