24C-198 15102964BF-Ghazey_Bates-rk-121715-Floor Budget PP floor trussOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BRT
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
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15102964BF
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
*Budget price only. *12" floor truss option for 2nd Flr. only. *Beams by others. *No provisions for vertical chases or plumbing hits.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ghazey-Bates / 2nd Flr. Trusse
BUILDING DEPARTMENT
Floor Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/17/15
Northampton, MA
Ghazey-Bates /Rosemund
Andy Clogston
12/17/15
/ /
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
QTY DEPTH O/A
LEFT RIGHT
CANTILEVER
LEFT RIGHTID
TOTALPRICEPRICEUNITEND TYPE INT BEARING
SIZE LOCATIONPROFILE
FLOOR
FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.)
1.00
PLY SPAN SPAN
BASE
LEFT RIGHT
STUB
F01
01-00-00
22-09-00 3 22-09-00
F01L
01-00-00
30-03-02 1 30-03-02
F02
01-00-00
31-10-08 4 31-10-08
F02L
01-00-00
12-00-00 1 12-00-00
F03
01-00-00
22-09-00 1 22-09-00
F03L
01-00-00
24-03-02 1 24-03-02
F04
01-00-00
30-03-02 1 30-03-02
F04L
01-00-00
05-00-00 1 05-00-00
F05
01-00-00
30-03-02 1 30-03-02
F05L
01-00-00
19-08-10 1 19-08-10
F06
01-00-00
25-03-02 2 25-03-02
F06L
01-00-00
31-08-10 1 31-08-10
F07
01-00-00
25-03-02 1 25-03-02
F08
01-00-00
25-03-02 1 25-03-02
F09
01-00-00
24-03-02 4 24-03-02
F10
01-00-00
31-08-10 3 31-08-10
F11
01-00-00
19-08-10 7 19-08-10
F12
01-00-00
25-03-02 1 25-03-02
F13
01-00-00
07-11-08 1 07-11-08
FLOOR SUB-TOTAL:
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BRT
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
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15102964BF
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:
*Budget price only. *12" floor truss option for 2nd Flr. only. *Beams by others. *No provisions for vertical chases or plumbing hits.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ghazey-Bates / 2nd Flr. Trusse
BUILDING DEPARTMENT
Floor Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/17/15
Northampton, MA
Ghazey-Bates /Rosemund
Andy Clogston
12/17/15
/ /
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
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 15 DAYS. AFTER 15 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.
ConventionallyFramedConventionallyFramedThis is for BUDGET ONLY. No provisions for plumbing hits or vertical chases.BBO1BBO2BBO3BBO4BBO5F01LF02LF03LF04LF03F04F05F06F06F07F08F05LF12F06LF13F01(3)F02(4)F09(4)F10(3)F11(7)62' 0" 5' 0" 1' 0"44' 0" 12' 0" 62' 0" 12' 8" 7' 8" 9' 8"30' 0"15' 0"15' 0"30' 0"10' 10 3/4" 11' 10 1/4" 7' 8"14' 5 3/4" 9' 11 1/4"1' 10 1/4"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"THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPGhazey-Bates/RosemundNorthampoton, MA12/17/152nd Flr. Truss-Budget Only15102964BF