17091651B-Dennis Palmer CC, DWGS-3OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-06-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
NONE 1
QUOTE
LAYOUT
CUTTING
DH1
DH1
DATEBY
SHIP
TO
231 Main Street PO Box 289
Easthampton, MA 01027
Fleury LumberSOLD
TO (413) 527-2693
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
10/17/17
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
17091651B
Brian Tetreault
Massachusetts /
/ /
David Fagnand
(413) 527-2693
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Dennis Palmer
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY:Residential
LOT #SUBDIV:
DATE09/22/17
Northampton, MA
Dennis Palmer
David Fagnand
09/22/17
09/22/17
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:16.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
T014.44 0.00 27-06-00 01-00-00 01-00-002 X 4 2 X 4
FINK
16 27-06-00
T01GE4.44 0.00 27-06-00 01-00-00 01-00-002 X 4 2 X 4
GABLE
2 27-06-00
ROOF SUB-TOTAL:
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 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.
Job
17091651B
Truss
T01
Truss Type
FINK
Qty
16
Ply
1
221 Job Scheme Used
Job Reference (optional)
Run: 8.030 s Apr 8 2017 Print: 8.030 s Apr 8 2017 MiTek Industries, Inc. Fri Sep 22 09:25:19 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:TkWP33Dg?JY6Lgq?Mw2rrgydlUX-uIdN?TMgtqsJQgC72H3MkymeMYX0fKVvLaJobvyb7z_
Scale = 1:46.9
B1
T1 T1
W1
W2 W2
W1
B2HW1 HW112
3
4
5
6 7
10 9 8
4x6
3x4
4x6
3x4
1.5x3
3x4
1.5x3
4x6
15-8-11
5-7-010-5-5
10-5-5
17-0-11
6-7-7
27-6-0
10-5-5
-1-0-0
1-0-0
7-7-9
7-7-9
13-9-0
6-1-7
19-10-7
6-1-7
27-6-0
7-7-9
28-6-0
1-0-0
0-6-05-7-05-9-20-6-04.44 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [6:0-0-0,0-1-2]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
YES
IRC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.64
0.69
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.18
-0.47
0.09
0.08
(loc)
10-13
10-13
6
8-10
l/defl
>999
>695
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 92 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
WEDGE
Left: 2x4 SPF No.2, Right: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1167/0-5-8 (min. 0-1-13), 6=1167/0-5-8 (min. 0-1-13)
Max Horz2=54(LC 8)
Max Uplift2=-143(LC 6), 6=-143(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2298/715, 3-4=-1929/623, 4-5=-1929/623, 5-6=-2298/715
BOT CHORD 2-10=-585/2077, 9-10=-324/1446, 8-9=-324/1446, 6-8=-585/2077
WEBS 3-10=-590/257, 4-10=-152/625, 4-8=-152/625, 5-8=-590/257
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=143,
6=143.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
17091651B
Truss
T01GE
Truss Type
GABLE
Qty
2
Ply
1
221 Job Scheme Used
Job Reference (optional)
Run: 8.030 s Apr 8 2017 Print: 8.030 s Apr 8 2017 MiTek Industries, Inc. Fri Sep 22 09:25:19 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:TkWP33Dg?JY6Lgq?Mw2rrgydlUX-uIdN?TMgtqsJQgC72H3MkymnSYhrfLKvLaJobvyb7z_
Scale = 1:47.3
B1
T1 T1
B2
ST6ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
1 2
3
4
5
6
7
8
9
10
11
12
13
14 15
27 26 25 24 23 22
21 20 19 18 17 16
28 29
3x4
3x4
4x4
3x4
15-8-11
5-7-027-6-0
27-6-0
-1-0-0
1-0-0
13-9-0
13-9-0
27-6-0
13-9-0
28-6-0
1-0-0
0-6-05-7-05-9-20-6-04.44 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
YES
IRC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.13
0.06
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 105 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 27-6-0.
(lb) - Max Horz2=51(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16
Max Grav All reactions 250 lb or less at joint(s) 2, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17 except 27=287(LC 2),
16=287(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 23, 24, 25, 26,
27, 20, 19, 18, 17, 16.
11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard