Phippen Adams Roof TrussesOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
MAIL JOBSITE2 1 2
QUOTE
LAYOUT
CUTTING
MG2
MG2
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
02/17/22 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
22020218BR
Brian Tetreault
Massachusetts /
/ /
(413) 247-8300
PAGE 1
SPECIAL INSTRUCTIONS:
*Plans dated 1/24/22.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Roof TrussesLot 1 Pine Meadows
Phippen & Adams-R
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY:Residential
LOT #1 SUBDIV:
DATE02/10/22
254 Old Wilson Rd
Northampton, MA 01062
Lot 1 Pine Meadows
Christa Grenat
02/10/22
02/10/22
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC DESIGNER Mark Guildetti
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,15.0,0.0,10.0
STRESS INCR.
1.00INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,15.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
M014.00 0.00 06-00-00 01-04-002 X 4 2 X 4
MONOPITCH
2 06-00-00
M024.00 0.00 06-00-00 01-04-002 X 4 2 X 4
MONOPITCH
8 06-00-00
T015.00 0.00 24-00-00 01-04-00 01-04-002 X 4 2 X 4
COMMON
12 24-00-00
T01GE5.00 0.00 24-00-00 01-04-00 01-04-002 X 4 2 X 4
COMMON
1 24-00-00
T01SGE5.00 0.00 24-00-00 01-04-00 01-04-002 X 4 2 X 4
COMMON
1 24-00-00
T024.00 0.00 15-00-00 00-10-00 00-10-002 X 4 2 X 4
COMMON
5 15-00-00
T02GE4.00 0.00 15-00-00 00-10-00 00-10-002 X 4 2 X 4
COMMON
1 15-00-00
T034.00 0.00 15-00-00 00-10-00 00-10-002 X 4 2 X 4
COMMON
1 15-00-00
T047.00 7.00 36-06-00 01-04-002 X 4 2 X 4
ROOF
1 36-06-00
T057.00 7.00 36-06-00 01-04-002 X 4 2 X 4
ROOF
2 36-06-00
T067.00 7.00 36-06-00 01-04-00 01-04-002 X 4 2 X 4
ROOF
1 36-06-00
T077.00 7.00 36-06-00 01-04-00 01-04-002 X 4 2 X 4
ROOF
12 36-06-00
T097.00 7.00 36-06-00 01-04-00 01-04-002 X 4 2 X 4
ROOF
6 36-06-00
T107.00 7.00 36-06-00 01-04-00 01-04-002 X 4 2 X 4
ROOF
1 36-06-00
ROOF SUB-TOTAL:
FT-IN-16ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
JUS26Hanger8
ITEMS SUB-TOTAL:
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
MAIL JOBSITE2 1 2
QUOTE
LAYOUT
CUTTING
MG2
MG2
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
02/17/22 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
22020218BR
Brian Tetreault
Massachusetts /
/ /
(413) 247-8300
PAGE 2
SPECIAL INSTRUCTIONS:
*Plans dated 1/24/22.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Roof TrussesLot 1 Pine Meadows
Phippen & Adams-R
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY:Residential
LOT #1 SUBDIV:
DATE02/10/22
254 Old Wilson Rd
Northampton, MA 01062
Lot 1 Pine Meadows
Christa Grenat
02/10/22
02/10/22
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC DESIGNER Mark Guildetti
ACCEPTED BY BUYER
PURCHASER:
BY:TITLE:
JOB ADDRESS:
PHONE:DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Quote is based on current design values at the time of quote (lumber, EWP, hardware, etc).
Should any of these values change prior to completion of this project,
reserves the right to adjust the sell price accordingly.UFP Belchertown, LLC
QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW / ADJUST ALL PRICING.
Sealed individual truss drawings are included in the pricing.
Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the
agreed upon payment terms
PURCHASE ORDER POLICY: Purchase orders are valid for a period of 30 days. Orders moved past a 30 day period are subject
to price review to current market conditions.
T01GET01SGET02GET03M01M01T01(12)T02(5)M02(8)26' 0"12' 0" 24' 0" 27' 0"24' 6"44' 0"16' 6"12' 0"15' 0" 12' 0"6' 0" 16' 8"6' 0" 28' 4"13' 0 3/8"10' 10 3/8"3' 6"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"6 1/2"2' 0"2' 0"2' 0"2' 0"2' 0"1' 10 1/2"T04T05T05T06T10T07(12)T09(6)2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/2"TrussTrax.ufpi.comFLOOR TRUSS NOTES:LEFT END OF TRUSS IS NOTED AS(TYPICAL)(315) 253-2758(800) 488-7247(856) 767-0043(800) 488-2811(800) 333-2092(800) 828-2906(800) 842-6673(607) 563-1556UFP AuburnUFP BelchertownUFP BerlinUFP GordonUFP HudsonUFP New WindsorUFP ParkerUFP SidneyThis drawing is property of UFP Site Built, LLC.Any unauthorized use of this document withoutwritten permission is prohibited. UFP relinquishesownership of delivered product upon delivery.Owner of product must obtain UFP's authorizationprior to any alteration or modification of product;UFP will not be held responsible for anyunauthorized modifications done or costs incurredwithout prior written authorization from UFP.254 Old Wilson Rd.Northampton, MA 01062Wright Builders / Pine Meadows Plant 221Phippen & AdamsREVISIONSDATE DESCRIPTION DSN- - -- - -- - -- - -- - -- - -- - -- - -22020218BFSTRUC DATEJOB #:DESIGNERMGARCH DATELAYOUT DATE01/24/22N/A02/10/22SCALE:N.T.S.THIS IS A TRUSS/COMPONENT PLACEMENT DIAGRAM (TPD) ONLY; NOTAN ENGINEERED DOCUMENT. Trusses are designed as individualbuildingcomponents tobe incorporated into the building design at the specification of thebuilding designer. See individual truss design drawings (TDD's) foreach truss designidentified on the TPD. The building designer is responsiblefor temporaryand permanent bracing of the roof and floor system and for the overall structure. The design of the support structure including but not limited to headers, beams, walls, and columns is also the responsibility of the building designer. For general guidanceregarding installation and bracing, consult "Building Component Safety Information" (BCSI) available from the SBC Association (www.sbcacomponents.com). It is the responsibility of the General Contractor to verify that the provided component layout matches the final intended construction plans, loading conditions, and use. Ifthey do not, it is the responsibility of the General Contractor to notify UFP and provide plans containing the latest specifications and designs. UFP will not be responsible for planchanges by others after final approval of shop drawings, or for errors or modifications made on-site during construction. DO NOT CUT, NOTCH,DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. The Framer is responsible to verify all dimensions, including adjusting member spacing within tolerances to allow for the drop and rise ofplumbing/HVAC, unless noted otherwise. Truss-to-wall connections, if shown, are for uplift only and do not consider lateral loads. All connectors on this project are to be installed per the connector manufacturer's specifications. All connectors shown that are not truss-to-truss are suggestionsonly and are to be verified by theBuilding Designer or Engineer of Record for suitability to this particular project. UFP accepts no responsibility for the specific application or suitability of any connector that is not truss-to-truss as they apply to this specific structure.FOR PRICING - ROOF TRUSSES PLACEMENT PLAN