HomeMy WebLinkAboutAPPROVED TRUSSLYT Iif =LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
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METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
,, Do not set floor trusses upside down! Refer to engineering drawings.
ze Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
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DON'T LIFT TRUSSES
WITH SPANS LONGER THAN 7-00-00 7-00-00
30' BY THE PEAK. o
CONSULT BCSI 7 o ===t J7
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30' Sp nor lessa' Spre der Bar ' J7 ¢ J7 0
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60 degrees N J7 0
or less
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1/2 span 4—+wpprox M to 0
approxTag line 12 spa. —� Tag line 1!2 of Span.
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane is used. Truss must be set this way if crane is used.
Truss is an example, your truss may not match. Truss is an example, your 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
are installed. J �
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AIR HANDLER 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.
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The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
SEAT PLATES BY CHAMBERS TRUSS
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4x2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
GFC
GFB
THD26-2
12-10d
18-16d
GFB
GFA
If"
*Please refer to Standard Engineering package for general instuctlon on Installing nangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
Hatch Legend
8" COFFER CEILING
r WALL HEIGHT 201-911,
TTT WALL HEIGHT 10'-0"
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HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
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CORNDER JACKS
ARE NOT BEVELED.
SEE STANDARD
.¢
ENGINEERING.
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24" O.C. THRU
CORNERJACKS
ONLY 24" 1''1-1116
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
Recommended STRONGBACK for Floor Trusses
Refer to information on truss engineering drawings.
(2) 16d nails @ top & bottom of 2x4 vertical block.
2x6 (MIN) STRONGBACK restrained at each end. Secure wl(3)16d nails @ each vertical.
Locate STRONGBACK as close to bottom cord as possible.
STRONGBACKS are recommended to MINIMIZE VIBRATION
SQUARE CUT END
2X4 TOP CHORD
WALL HEIGHT 10'-0"
END DETAIL: A
3-14
2-00-00 4
12
3r
SQUARE CUT END 12
2X4 TOP CHORD 6 r-
WALL HEIGHT 10'-0"
END DETAIL: TYPICAL
4-03
2-00-00
3-00
1
00
O
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PLUMB CUT END
4X2 TOP CHORD 10" Ceiling
LEDGER TOP 11'-5 114"
END DETAIL: @ FLOORS
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
determining successful 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 backcharges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has'.
the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
to redeliver 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.
6. Price 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 Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
reasonable attorneys fee for collections in event of payment not timely made. 1-112 % 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 undersigned unconditionally guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to ,
herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per WNational Standard And Recommended Guidelines On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002m
12. Warranty is per Chambers Truss Warranty attached.
..:DATED
SIGNED
FOR TITLE
A spreader bar may be required per "BCSI" to prevent injury & damage.
4 �_
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 responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
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Trusses 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 INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS
INC
can er venue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772.465.2012 Fax 772.465.8711
Vero Beach 772.569.2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
MITEK VERSION 7.4.1.431 LOADING/DESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SBC 1604.6.1
DESIGN CRITERIA
County ST. LUCIE
Building Department ST. LUCIE CO.
Wind Design Criteria ASCE 7-16
Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16
Roofing Material METAL
Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 40
Top Chord Dead 7 4.2 10
Bottom Chord Live *10-Non Conccurent 0
Bottom Chord Dead 10 3 5
Total Load 47 7.2 0
Duration Factor 1.25 1.0
Wind Speed 160mph
Top Chord C.B. Sheathing by builder
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 24'-6"
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category C>Open Terrain with scattered obstructions
Miles from Ocean 5
Conforms to Florida Building Code 2020
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
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 77761
SCALE: 1 /4" = 1'-011
184 total trusses, 48 unique designs
Designer: RAC Reviewed by:
Date: 08/27/21
FOR
HOMECRETE HOMES INC.
DESCRIPTION:
4403 REDWOOD/TROTTER
Page 1 of 2 CUSTOMER INITIALS EACH PAGE
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