12C-130 16060539B-Steibel garage trussesOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-05-04
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
NONE 1
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
16060539B
Brian Tetreault
Massachusetts /
/ /
Doug Hodgins
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
*Gable end top chords dropped for 2x6 outlookers.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Steibel Residence / Garage
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE06/05/16
Cloverdale Ext.
Northampton, MA
Steibel Residence / Garage
Rich Blais
06/05/16
06/05/16
/ /
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
40.0,15.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,15.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
T01 6.00 0.00 39-09-00 01-10-08 01-10-082 X 6 2 X 4
MOD. QUEEN
12 39-09-00
T01DGE 6.00 0.00 39-05-06 2 X 4 2 X 4
GABLE
2 39-05-06
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 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.
Job
16060539B
Truss
T01
Truss Type
MOD. QUEEN
Qty
12
Ply
1
Cloverdale Ext. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Sun Jun 05 13:37:58 2016 Page 1 Universal Forest Products ID:HkmlUArKfw9TFWxJohIem?z9Kck-usMuXHs4KECmnBCP4Gop1CBDo5ktiSJXji8UK0z9Ka7
Scale = 1:73.0
T2 T2
B1
W5
W4
W3
W2 W1
W4
W3
W2
W1
T1 T1
B21
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
21 22
23 24
4x10
6x8
4x10
4x6 3x10 MT20HS 3x8
4x4
5x6
5x6
3x4
4x4
5x6
5x6
3x4 4x6
3x10 MT20HS
36-0-0
1-10-81-10-8
2-1-4
0-2-12
10-11-148-10-10 19-10-88-10-10 28-9-28-10-10 37-7-128-10-10 37-10-80-2-12
39-9-0
1-10-8
2-1-42-1-4 10-11-148-10-10 19-10-88-10-10 28-9-28-10-10 37-7-128-10-10 39-9-02-1-4
0-5-410-4-80-5-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
15.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix-M)
0.540.52
0.63
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.20-0.41
0.10
0.05
(loc)13-1513-15
10
13-15
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20MT20HS
Weight: 192 lb FT = 4%
GRIP197/144148/108
LUMBER-TOP CHORD 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-13, 3-13
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)10=2691/0-5-8 (min. 0-4-4), 16=2691/0-5-8 (min. 0-4-4)
Max Horz16=-106(LC 6)
Max Uplift10=-118(LC 9), 16=-118(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-461/10, 2-3=-3640/593, 3-21=-2694/509, 4-21=-2528/520, 4-5=-2461/545,
5-6=-2461/545, 6-22=-2528/520, 7-22=-2694/509, 7-8=-3640/593, 8-9=-461/10
BOT CHORD 1-16=-47/542, 15-16=-89/542, 14-15=-376/3059, 14-23=-376/3059, 13-23=-376/3059,
13-24=-376/3059, 12-24=-376/3059, 11-12=-376/3059, 10-11=-47/542, 9-10=-47/542WEBS5-13=-212/1290, 7-13=-1203/282, 8-11=-332/2585, 8-10=-2517/597, 3-13=-1203/282, 2-15=-332/2585, 2-16=-2517/597
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=1.332) 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) All plates are MT20 plates unless otherwise indicated.
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 118 lb uplift at joint 10 and 118 lb upliftat joint 16.8) 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.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16060539B
Truss
T01DGE
Truss Type
GABLE
Qty
2
Ply
1
Cloverdale Ext. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Sun Jun 05 13:39:53 2016 Page 1 Universal Forest Products ID:HkmlUArKfw9TFWxJohIem?z9Kck-1_pMgbFDFZhS4sVWJwMnBSSweR4B9YiT95U3ssz9KYK
Scale = 1:65.5
T2 T2
B1
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
T1 T1
B3B2SB11
2
3
4
5
6
7
8 9
10
11
12
13 14
15
16
17
18
19
20
21
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
41 42
3x6
5x6
3x6
3x6
3x6
3x6
5x6 WB
1-8-11
1-8-11
39-9-0
38-0-5
19-10-8
19-10-8
39-9-0
19-10-8
9-10-66.00 12
Gable ends dropped for
2x6 outlookers.
Plate Offsets (X,Y)-- [11:0-3-8,0-2-8], [24:0-2-8,0-0-4], [33:0-2-9,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
15.0
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)
0.35
0.17
0.32
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
-0.01
(loc)-
-
22
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 193 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 11-31, 10-32, 12-30
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 36-0-0.
(lb) - Max Horz40=-101(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 32, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 23, 22Max Grav All reactions 250 lb or less at joint(s) 39, 23 except 31=499(LC 1),
32=393(LC 2), 34=358(LC 2), 35=335(LC 2), 36=262(LC 1), 37=252(LC 1),
38=310(LC 2), 40=583(LC 2), 30=393(LC 3), 29=358(LC 3), 28=335(LC 3),
27=262(LC 1), 26=252(LC 1), 25=310(LC 3), 22=583(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-76/398, 2-3=-32/334, 3-4=0/363, 4-5=0/356, 5-6=0/358, 6-41=0/309, 7-41=0/358,
7-8=0/309, 8-9=0/357, 9-10=0/361, 10-11=0/349, 11-12=0/349, 12-13=0/361,
13-14=0/357, 14-15=0/309, 15-42=0/358, 16-42=0/309, 16-17=0/358, 17-18=0/356,
18-19=0/363, 19-20=-27/334, 20-21=-76/398
BOT CHORD 1-40=-276/93, 39-40=-276/93, 38-39=-276/93, 37-38=-276/93, 36-37=-276/93, 35-36=-276/93, 34-35=-276/93, 33-34=-276/93, 32-33=-276/93, 31-32=-276/93, 30-31=-276/93, 29-30=-276/93, 28-29=-276/93, 27-28=-276/93, 26-27=-276/93,
25-26=-276/93, 24-25=-276/93, 23-24=-276/93, 22-23=-276/93, 21-22=-276/93
WEBS 11-31=-459/0, 10-32=-353/75, 9-34=-318/91, 7-35=-295/84, 2-40=-401/121,
12-30=-353/75, 13-29=-318/91, 15-28=-295/84, 20-22=-401/121
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) 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) All plates are 1.5x3 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
Continued on page 2
Job
16060539B
Truss
T01DGE
Truss Type
GABLE
Qty
2
Ply
1
Cloverdale Ext. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Sun Jun 05 13:39:53 2016 Page 2 Universal Forest Products ID:HkmlUArKfw9TFWxJohIem?z9Kck-1_pMgbFDFZhS4sVWJwMnBSSweR4B9YiT95U3ssz9KYKNOTES-9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 23,
22.
10) Non Standard bearing condition. Review required.
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 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard