HomeMy WebLinkAboutTruss Layout - Sterling(1) �\ =LIFE SAFETY WARNING _-
��a� ' } „ }�+ - fir► } HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT
DO not Stand on trusses Until they are braced per BCSI & properly nailed `O Straps and hangers ! ! TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
This symbol identifies Life Safety Warnings that
should be read and given special attention to all The undersigned acknowledges and agrees:
persons installing trusses. WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ! ! CORNDERJACK:SQ 1. Trusses will be made in strict accordance with this truss placement diagram layout, whist, is the sole authority for
A� ARRANGE
ARE NOT BEVELED. _� determining successful fabrication of the trusses.
SEE ENGINEERING.
2. All dimensions in this layout have been verified by the undersigned.
�+ ENGINEERING. 0¢J
SPACING NOTE ego 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
PLUMB CUT END undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
All trusses are to be set ed. on PLUMB CUT END 2X4 TOP CHORD PLUMB CUT END shall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
center except as noted. 2X4 TOP CHORD 2 WALL HEIGHT 8'-0" r 2X4 TOP CHORD - 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.
WALL HEIGHT 8-0 4 END DETAIL: COFFER WALL HEIGHT 8'-0" 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
MULTIPLE PLY TRUSSES MUST BE FASTENED END DETAIL: TYPICAL END DETAIL: VAULT the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
TOGETHER PER ENGINEERING BEFORE 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
SETTING. REFER TO ENGINEERING DRAWING CoRNERJACKS responsible to Chambers Truss for towing costs due to site conditions.
TO DETERMINE IF MULTIPLE PLY. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour
,, ONLY 24„ "e fee for revisions may be charged by Chambers Truss.
e 3-15� 6 00 3�5 CORNER DETAIL 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
3_1 5 -- 2 L Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
8-002 OVERHANGS NOT SHOWN FOR CLARITY deliver If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to a Chambers Truss
�-02-00 12 delivery Y P ry � �9 a9 pay
reasonable attorney's fee for collections m event of payment not timely made. 1-1/2 % per month service charge will be
ICJ, 1-p''0 added for all sums not aid within terms.
8.
ignature or
ls anywhere on
agreement to
terms
n.
,- I —f%A 11--000-100 9.Sin consideration laof Chambers Truss extending s sheet creditfor this material llthe undersigned unconditionally guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the'.
DON'T LIFT TRUSSES undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the
WITH SPANS LONGER THAN recipient.
30' BY THE PEAK. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
CONSULT BCSI herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per [ENational Standard And Recommended Guidelines On Responsibilities For',
Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4-2002m
30' Sp n or less xc Spre der Bar LiL
36-00-0012. Warranty is per Chambers Truss Warranty attached.
36-00-00
22-00-00 14-00-00
14-00-00 22-00-00
60 degrees N v �, Co co
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or less a a N
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:FOR TITLE
�— 1/2 span Tag line �lrpprox 2/3 to C> 0 o J4 o JC4
Tag line a rox. g 1/2 of Span. JC4 4 0 6
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r A spreader bar may be required per "BCSI" to prevent injury & damage.
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REFER TO BCSI REFER TO BCSI J6 o JC6
s used. Truss must be set this way If crane Is used.
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this way rf crane I u Truss must be sett Y
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o Multiple I trusses must be fastened together er en engineering before the are
an example, our truss may not match. Truss is an example, our truss may not match.
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Truss Is p ,y y p Y Y .f- g ,
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Insist crane operator sets truss this way. Insist crane operator sets truss this way. /r
p Y � �-'P� -�� G set, failure to do so can result in roof collapse.
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Temporary and permanent bracing are required and can save life and property
GRAN
All load bearing walls, headers, ..............
o N and is the responsibility of the truss erector.
M o o� A
m be I n lace A
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beams, lintels list p / Study the contents of the information packet included on delivery before
at indicated height before trusses Al Setting trusses.
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�� o Trusses must be set and braced per design to prevent injury & damage.
are Installed. Az177 �AN
• _ _ _ _ _ _ _ Trusses must be set plumb and square
HANDLER NOTE AIR Do not set bunks or stack of plywood, roofing material or any other
Unless noted elsewhere on this layout, these trusses are not
9-08-00 2-024 a concentrated loads on trusses, this can cause collapse.
designed for air handlers in the roof or for any other A/C 02°° 9 0S 00 -
A4 A4 - - DO NOT INSTALL TRUSSES USING THIS -- -
requirements. This may be in conflict with building code and A/C -
Design requirements. Consult with Building Department and A/C USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
A5N o d
Contractor.
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CHAMBERS TRUSS INC
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WARNING ��� .
.............. . . . .........................
The size of these trusses makes it necessary that they a set by a profeesional builder A5
A5
f setting large span trusses. __ _
familiar with and experienced in the problems and dangers o g g p
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 A5 A5 can er venue
_ Fort Pierce Florida 34982-6423
the job site when trusses are erected to provide supervision and advice.
REPRESENTS THE LEFT SIDE OF A5 A5 800-551.5932
EACH TRUSS DRAWING
Fort Pierce 772.465-2012 Fax 772-465.8711
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Vero Beach 772.569-2012 Stuart 772.286.3302
Web Site: CHAMBERSTRUSS.COM
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°' (7 Email: MAIL@CHAMBERSTRUSS.COM
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The Architect's or Architect's representative's
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shop drawing approval is NOT a
SEAT PLATES BY CHAMBERS TRUSS A5
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22-04-00 13-08-00 "double check" of the contractor.
Nils +13-08-00 22-04-oo The contractor shall remain responsible
g field measurements and
ATA
ATA _ _._.... _.. . _-... _.._ for checking
....--_ e t ._REPRESENTS A HANGER ---- - -
other construction cr.t�na. Architect's
approval covers general roof shape,
HANGER SCHEDULE
ATA
N _ review f truss• strapping, -
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
ATA ___ . _. _ revo_ a t �ss and loading on
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o structure from gravity and uplift loads and
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CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR o
TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS o their resp + ve locations.
�, ATA ATA v
INVERTED"V"WEBS AT CENTER Date:
INVERTED"V"WEBS AT CENTER Approved By: 8-17-21
W/9'B.C. PANNEL LOAD W/2-75# - ----
W/9'B.C. PANNEL LOAD W/2-75# POINT LOADS PER TRUSS FOR A/H/U MITEK VERSION 7.4.1.431 Braden ' Braden A.I.A. P.A. _
ATA POINT LOADS PER TRUSS FOR A/H/U ATA LOADING/DESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SBC 1604.6.1
. . DESIGN CRITERIA
ATA o
............
ATA County ST. LUCIE
0 o Building Department ST. LUCIE COUNTY
o Wind Design Criteria ASCE 7-16
Wind Design Method MWFRS(Directionai)/C-C hybrid Wind ASCE 7-16
*Please refer to Standard Engineering package for general instuction on installing hangers ATA N N ATA
9
- Roofing Material Shingle or Shake
10d=0.148"x 3" 16d=0.162"x 3 1/2" Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 0
ATA Top Chord Dead 7 4.2 0
ATA -- - Bottom Chord Live *10-Non C n o ccurent 0
Bottom Chord Dead 10 3 0
Total Load 47 7.2 0
ATB
ATB Duration Factor 1.25 0
.. _ o Wind Speed 165mph
H���� Legend
oo Top Chord C.B. Sheathing by builder
o Bottom Chord C.B. Sheathing by builder
ATC aTC Highest Mean Height 12'
1-00-08 Building Type Enclosed
1-00-08
Building Category II: Non Restrictive
CEILING o gH Exposure Category C>Open Terrain with scattered obstructions
„ HA ��� o ��8 _, -, „ , ,- -- �8 Miles from Ocean 5
AT 8 -6 M Conforms to Florida Building Code 2020
J6 ---~ R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
m J6
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INDICATES o
i
VOLUME o Verify DESIGN CRITERIA shown above with the
a - CD o J4 r o
CEILING J4 i Ja o J4 building department and your engineer.
o (6 I Design Criteria is the responsibility of the
u; j
BuildingDesigner and/or Engineer f R
LOAD _. J2 J2
g g o Record
J2 J2 I
BEARING _ _AT 8'-0" Chambers Truss Inc. Drawing Name: M11496
�.. �.. �... W CO -00 W a0 c0 N CO N f 5
SCALE: 1/4" = V-10
11-06-00 3-04-00 5-04-00
5-04-00 3-04-00 11-06-00 73 total trusses, 22 unique designs
15-10-00 20-02-00 20-02-00 15-10-0o Designer: RLC Reviewed by: RLC
36-00-00
36-00-00 Date: 07/16/21
FOR
WYNNE DEVELOPMENT CORP.
DESCRIPTION:
GARAGE RIGHT STERLING W/ COFFER CEILING
GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE
M11496