23C-110 17012666B-Caron&Deal-rk-041117-Truss DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 2 2
QUOTE
LAYOUT
CUTTING
BRT
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
17012666B
Brian Tetreault
Massachusetts /
/ /
Doug Hodgins
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
*Per plans received 1/26/17 which were not dated. *Updated per 4/10/17 request.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Jaime Caron & Sharon Deal
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE04/11/17
Woodmount Ave.
Northampton, MA
Jaime Caron & Sharon Deal
Rich Blais
04/11/17
04/11/17
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
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:24.0 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
T0212.00 0.00 18-00-00 00-06-08 00-06-082 X 4 2 X 4
COMMON
3 18-00-00
T02GE12.00 0.00 18-00-00 00-06-08 00-06-082 X 4 2 X 4
COMMON
1 18-00-00
T0312.00 0.00 20-00-00 00-06-08 00-06-082 X 4 2 X 4
COMMON
19 20-00-00
T03GE12.00 0.00 20-00-00 00-06-08 00-06-082 X 4 2 X 4
COMMON
2 20-00-00
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
17012666B
Truss
T02
Truss Type
COMMON
Qty
3
Ply
1
Woodmount Ave. Northampton, MA
Job Reference (optional)8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 07:04:23 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:mFg1shMqKIvrKUOhqV700_zqWYA-V1zdAeiliyY2UhL1rlWHHXlRyI_kuJVT4b7uDIzRtb6
Scale = 1:59.4
T1 T1
B1
W2
W1W1
HW1
HW1B1
1
2 3
4
5
6
7
8 9
10
19 20
21 22 23 24
4x10
5x6
5x8
4x4
1.5x3 1.5x3
4x10
5x6
9-0-0
9-0-0
18-0-0
9-0-0
-0-6-8
0-6-8
4-7-12
4-7-12
9-0-0
4-4-4
13-4-4
4-4-4
18-0-0
4-7-12
18-6-8
0-6-8
1-0-010-0-01-0-012.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-2], [8:0-6-9,0-0-2], [10:0-4-0,0-3-0]
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
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
Matrix-MS
0.56
0.59
0.41
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.09
-0.21
0.02
0.03
(loc)10-17
10-17
2
10-13
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 90 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1233/0-5-8 (min. 0-1-15), 8=1233/0-5-8 (min. 0-1-15)
Max Horz2=206(LC 7)
Max Uplift2=-29(LC 8), 8=-29(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-704/0, 3-4=-995/206, 4-19=-994/234, 5-19=-806/251, 5-20=-806/251,
6-20=-994/234, 6-7=-995/206, 7-8=-704/0
BOT CHORD 2-21=-88/792, 21-22=-88/792, 10-22=-88/792, 10-23=-23/792, 23-24=-23/792,
8-24=-23/792WEBS5-10=-250/780, 6-10=-386/218, 4-10=-386/218
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; 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 B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
17012666B
Truss
T02GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Woodmount Ave. Northampton, MA
Job Reference (optional)8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 07:00:08 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:mFg1shMqKIvrKUOhqV700_zqWYA-Tz2EfSdolcQEOVL0PhSUSmhzOW5qe0pxRQsumZzRtf5
Scale = 1:62.9
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
12
3
4
5
6
7
8
9
10
11
12
13
22 21 20 19 18 17 16 15 14
23 24
4x4
3x8
6x6 5x6 6x6
3x8
18-0-0
18-0-0
-0-6-8
0-6-8
9-0-0
9-0-0
18-0-0
9-0-0
18-6-8
0-6-8
1-0-010-0-01-0-012.00 12
Plate Offsets (X,Y)-- [2:0-5-2,0-0-2], [12:0-5-3,0-0-2], [14:0-0-8,0-2-4], [15:0-3-0,0-3-0], [22:0-2-0,0-2-4]
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
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
Matrix-P
0.10
0.03
0.31
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
in-0.00
-0.00
0.00
(loc)13
13
12
l/defln/r
n/r
n/a
L/d180
80
n/a
PLATESMT20
Weight: 108 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 0-10-4, Right 2x8 SP No.1 0-10-4
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.
WEBS 1 Row at midpt 7-18
REACTIONS.All bearings 18-0-0.(lb) - Max Horz2=222(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 17, 16, 15, 12 except 2=-118(LC 6), 22=-148(LC 7),
14=-139(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 18, 20, 21, 22, 16, 15, 14, 12 except 2=267(LC 7),
19=348(LC 2), 17=348(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-322/145, 11-12=-300/84
WEBS 6-19=-308/132, 8-17=-308/132
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; 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 gripDOL=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 B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 17,
16, 15, 12 except (jt=lb) 2=118, 22=148, 14=139.
12) 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
17012666B
Truss
T03
Truss Type
COMMON
Qty
19
Ply
1
Woodmount Ave. Northampton, MA
Job Reference (optional)8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 07:00:15 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:mFg1shMqKIvrKUOhqV700_zqWYA-mJ_t7riB6lIEkaOMJf47EET2hKIGn7Yz2?2mWfzRtf_
Scale = 1:66.0
T1 T1
B1
W2
W1W1
HW1
HW1B1
1
2 3
4
5
6
7
8 9
10
19 20
21 22 23 24
4x10
5x6
5x8
4x4
1.5x3 1.5x3
4x10
5x6
10-0-0
10-0-0
20-0-0
10-0-0
-0-6-8
0-6-8
5-1-12
5-1-12
10-0-0
4-10-4
14-10-4
4-10-4
20-0-0
5-1-12
20-6-8
0-6-8
1-0-011-0-01-0-012.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-2], [8:0-6-9,0-0-2], [10:0-4-0,0-3-4]
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
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
Matrix-MS
0.55
0.81
0.51
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.16
-0.36
0.03
0.05
(loc)10-17
10-17
2
10-13
l/defl>999
>674
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 98 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1391/0-5-8 (min. 0-2-3), 8=1391/0-5-8 (min. 0-2-3)
Max Horz2=-229(LC 6)
Max Uplift2=-30(LC 8), 8=-30(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-875/0, 3-4=-1137/228, 4-19=-1131/257, 5-19=-942/278, 5-20=-942/278,
6-20=-1131/257, 6-7=-1137/228, 7-8=-875/0
BOT CHORD 2-21=-97/905, 21-22=-97/905, 10-22=-97/905, 10-23=-26/905, 23-24=-26/905,
8-24=-26/905WEBS5-10=-254/878, 6-10=-417/228, 4-10=-417/228
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; 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 B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
17012666B
Truss
T03GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Woodmount Ave. Northampton, MA
Job Reference (optional)8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 07:00:18 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:mFg1shMqKIvrKUOhqV700_zqWYA-Auf0ltl4Oggpb26x_odqrt5gxYV6_ZiPkzHQ5_zRtex
Scale = 1:68.8
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2HW112
3
4
5
6
7
8
9
10
11
1213
24 23 22 21 20 19 18 17 16 15 14
25 26
4x4
3x8
5x6 5x6 3x8 5x6
20-0-0
20-0-0
-0-6-8
0-6-8
10-0-0
10-0-0
20-0-0
10-0-0
20-6-8
0-6-8
1-0-011-0-01-0-012.00 12
Plate Offsets (X,Y)-- [2:0-1-10,0-0-2], [12:0-1-10,0-0-2], [16:0-3-0,0-3-0]
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
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
Matrix-S
0.10
0.04
0.16
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
in-0.00
-0.00
0.00
(loc)12
12
12
l/defln/r
n/r
n/a
L/d180
80
n/a
PLATESMT20
Weight: 128 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-6-0, Right 2x8 SP No.1 1-6-0
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.
WEBS 1 Row at midpt 7-19, 6-20, 8-18
REACTIONS.All bearings 20-0-0.(lb) - Max Horz2=245(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 18, 17, 16, 12 except 23=-129(LC 8), 15=-124(LC
9)
Max Grav All reactions 250 lb or less at joint(s) 2, 19, 21, 22, 23, 17, 16, 15, 12 except 20=346(LC 2),
18=346(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-289/136, 11-12=-259/77
WEBS 6-20=-306/115, 8-18=-306/115
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; 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 gripDOL=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 B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 18,
17, 16, 12 except (jt=lb) 23=129, 15=124.
12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
13) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard