18C-059 16020253B-Grant Link-Fleury-0601516-Roof Truss DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-01
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
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
/ /
/ /
06/02/16 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
16020253B
Brian Tetreault
Massachusetts /
/ /
David Fagnand
(413) 527-2693
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Grant / Link Residence
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE06/02/16
176 Prospect Street
Northampton, MA
Grant / Link Residence
David Fagnand
06/02/16
05/31/16
/ /
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
40.0,10.0,0.0,10.0
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
T01 7.00 0.00 24-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
16 24-00-00
T01GE 7.00 0.00 24-00-00 2 X 4 2 X 4
GABLE
1 24-00-00
T0210.00 0.00 10-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
2 10-00-00
T02SGE10.00 0.00 10-00-00 01-00-00 01-00-002 X 4 2 X 4
GABLE
1 10-00-00
T03 3.00 0.00 26-00-00 01-00-00 01-00-002 X 6 2 X 6
ROOF
19 26-00-00
T03SGE 3.00 0.00 26-00-00 01-00-00 01-00-002 X 6 2 X 6
GABLE
2 26-00-00
V0110.00 0.00 07-01-02 2 X 4 2 X 4
VALLEY
1 07-01-02
V0210.00 0.00 04-03-09 2 X 4 2 X 4
VALLEY
1 04-03-09
ROOF SUB-TOTAL:
QTY DEPTH O/A
LEFT RIGHT
CANTILEVER
LEFT RIGHTID
TOTALPRICEPRICEUNITEND TYPE INT BEARING
SIZE LOCATIONPROFILE
FLOOR
FLOOR TRUSS SPACING:16.0 IN. O.C. (TYP.)
1.00
PLY SPAN SPAN
BASE
LEFT RIGHT
STUB
F01
01-02-00
23-09-12 26 23-09-12
F01G
1 01-02-00
23-09-122 Ply 23-09-12
F02
01-02-00
14-05-02 1 14-05-02
F02G
01-02-00
14-02-12 1 14-02-12
F03
01-02-00
06-00-10 6 06-00-10
F04
01-02-00
07-04-04 3 07-04-04
F05
01-02-00
10-02-08 1 10-02-08
F06G
00-11-00
04-05-06 1 04-05-06
F07G
00-11-00
06-09-10 1 06-09-10
Job
16020253B
Truss
T01
Truss Type
COMMON
Qty
16
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:11:28 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-EayNLlE87_FhN8Tqmt3bTKT_4PqKjp2ukFeQWQzBM9j
Scale = 1:50.0
T1 T1
B1
W3
W2
W3
W2
W1 W1
B2HW1 HW21
2
3
4
5
9 8 7 6
16 17
18 19
5x6
5x6
5x6 5x6
4x4
3x4
4x4
3x4
3x4 22-0-0
1-0-01-0-0
1-2-12
0-2-12
8-0-06-9-4 16-0-08-0-0 22-9-46-9-4 23-0-00-2-12
24-0-0
1-0-0
6-1-06-1-0 12-0-05-11-0 17-11-05-11-0 24-0-06-1-0
0-6-67-6-60-6-67.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-11], [3:0-3-6,0-2-8], [5:0-0-0,0-1-11], [7:0-3-0,0-3-0]
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-M)
0.53
0.74
0.36
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.23
-0.38
0.06
0.03
(loc)7-8
7-8
6
7-8
l/defl>999
>700
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 102 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-9, 4-6
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1504/0-5-8 (min. 0-2-6), 6=1504/0-5-8 (min. 0-2-6)
Max Horz9=-161(LC 6)Max Uplift9=-62(LC 8), 6=-62(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-300/32, 2-16=-1749/285, 3-16=-1585/312, 3-17=-1585/312, 4-17=-1749/285,
4-5=-300/32
BOT CHORD 8-9=-152/1533, 8-18=-20/1082, 18-19=-20/1082, 7-19=-20/1082, 6-7=-152/1533WEBS3-7=-90/681, 4-7=-427/183, 3-8=-90/681, 2-8=-427/183, 2-9=-1744/247, 4-6=-1744/247
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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 9 and 62 lb uplift at
joint 6.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16020253B
Truss
T01GE
Truss Type
GABLE
Qty
1
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:11:55 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-yn5a0_Z4mHfs6H20r22w305jzICkY2_syyhLzMzBM9I
Scale = 1:47.0
T1 T1
B1 B2HW1 HW1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST11
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
25 26
3x4
4x4
3x4
5x6 22-0-0
1-0-0
1-0-0
24-0-0
23-0-0
12-0-0
12-0-0
24-0-0
12-0-0
0-6-67-6-60-6-67.00 12
Plate Offsets (X,Y)-- [17:0-3-0,0-3-0]
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)
0.10
0.09
0.28
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
-0.00
(loc)-
-
14
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 108 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 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.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz24=-166(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 24, 18, 17, 16, 14
except 15=-101(LC 6)Max Grav All reactions 250 lb or less at joint(s) 23, 15 except 19=343(LC 1), 20=349(LC 2), 21=286(LC 2), 22=255(LC 2), 24=363(LC 2), 18=349(LC 3),
17=286(LC 3), 16=255(LC 3), 14=363(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-19=-303/0, 6-20=-309/70, 2-24=-271/113, 8-18=-309/70, 12-14=-271/66
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 IndustryGable 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.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 23, 24,
18, 17, 16, 14 except (jt=lb) 15=101.
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
Job
16020253B
Truss
T02
Truss Type
COMMON
Qty
2
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:12:34 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-JHyKCK1YaGZKIHWVdlF38FCJe0TcAk7cwWdvqbzBM8h
Scale = 1:30.8
T1 T1
B1
W2
W1W1
HW1 HW1
1
2
3
4
5
8 7 6
9 10
4x4
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
4x4 4x4
8-0-0
1-0-0
1-0-0
1-2-4
0-2-4
5-0-0
3-9-12
8-9-12
3-9-12
9-0-0
0-2-4
10-0-0
1-0-0
1-2-4
1-2-4
5-0-0
3-9-12
8-9-12
3-9-12
10-0-0
1-2-4
0-6-124-8-120-6-1210.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
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)
0.320.30
0.05
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.02-0.04
0.00
-0.01
(loc)77
6
7-8
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 35 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT 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 6-0-0 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)6=600/0-4-8 (min. 0-1-8), 8=600/0-4-8 (min. 0-1-8)Max Horz8=-101(LC 6)
Max Uplift6=-38(LC 9), 8=-38(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-375/73, 4-10=-375/73WEBS4-6=-423/195, 2-8=-423/195
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16020253B
Truss
T02SGE
Truss Type
GABLE
Qty
1
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:12:49 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-NAM_LSDy2tSBbbAO?O0aFPKts3a6BXrpMLmCsDzBM8S
Scale = 1:29.7
T1 T1
B1
W2
W1W1
HW1 HW1
ST1 ST1
1
2
3
4
5
8
7
6
13 14
4x4
4x4 4x4
8-0-01-0-0
1-0-0
1-2-4
0-2-4
5-0-0
3-9-12
8-9-12
3-9-12
9-0-0
0-2-4
10-0-0
1-0-0
1-2-4
1-2-4
5-0-0
3-9-12
8-9-12
3-9-12
10-0-0
1-2-4
0-6-124-8-120-6-1210.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
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)
0.320.30
0.05
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.02-0.04
0.00
-0.01
(loc)77
6
7-8
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 40 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
WEDGELeft: 2x4 SPF No.2, Right: 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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)6=600/0-4-8 (min. 0-1-8), 8=600/0-4-8 (min. 0-1-8)
Max Horz8=-101(LC 6)
Max Uplift6=-38(LC 9), 8=-38(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-13=-375/73, 4-14=-375/73WEBS4-6=-423/195, 2-8=-423/195
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=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable 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=1.1
4) 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 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8.
10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16020253B
Truss
T03
Truss Type
ROOF SPECIAL
Qty
19
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:14:40 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-dWZyePZavzRRPe9j?CWcFpQkvpQfiYk9u79aFHzBM6j
Scale = 1:44.6
T1
T2 T2
T1
B1
W3
W2
W1
W3
W2
W1
B2
1
2
3
4
5
6
7
9 8
10
11 12
13
6x6
8x12
6x6
10x12
2x4
6x8
2x4
4x8 4x8
24-0-0
1-0-0
1-0-0
11-4-0
10-4-0
14-8-0
3-4-0
25-0-0
10-4-0
26-0-0
1-0-0
6-5-13
6-5-13
11-4-0
4-10-4
13-0-0
1-8-0
14-8-0
1-8-0
19-6-4
4-10-4
26-0-0
6-5-12
0-6-03-4-05-0-00-6-03.00 12
12.00 12
Plate Offsets (X,Y)-- [3:0-3-4,0-4-4], [4:Edge,0-3-4], [5:0-3-4,0-4-4], [8:0-5-12,0-5-0], [9:0-2-0,0-1-12]
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
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.83
0.46
0.80
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.38
-0.65
0.10
0.14
(loc)8-9
1-9
7
8-9
l/defl>809
>472
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 125 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 2-0-7, Right 2x4 SPF No.2 2-0-7
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-11-0 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)1=1533/0-5-8 (min. 0-2-6), 7=1533/0-5-8 (min. 0-2-6)
Max Horz1=43(LC 8)
Max Uplift1=-89(LC 6), 7=-89(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-10=-4583/891, 2-10=-4473/899, 2-11=-3558/598, 3-11=-3479/602, 3-4=-4728/887,
4-5=-4728/887, 5-12=-3479/602, 6-12=-3558/598, 6-13=-4473/899, 7-13=-4583/891
BOT CHORD 1-9=-829/4378, 8-9=-282/2292, 7-8=-829/4378
WEBS 4-8=-608/3240, 5-8=-2546/535, 6-8=-1315/361, 4-9=-608/3240, 3-9=-2546/535, 2-9=-1315/361
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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16020253B
Truss
T03SGE
Truss Type
GABLE
Qty
2
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:15:32 2016 Page 1 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-5XicZBBCfy?3ee7j27RpMnaf5m9Ku1oprClK4HzBM5v
Scale = 1:44.4
T1
T2 T2
T1
B1
W3
W2
W1
W3
W2
W1
HW1 HW1B2
ST4
ST3
ST2ST1
ST3
ST2 ST11
2
3
4
5
6
7
9 8
23
24 25
26
7x14 MT20HS
10x12
7x14 MT20HS
10x12
2x4
6x10
2x4
2x4
2x4
2x4
2x4
4x8 3x12 MT18HS 4x8 3x10 MT20HS
24-0-0
1-0-0
1-0-0
11-4-0
10-4-0
14-8-0
3-4-0
25-0-0
10-4-0
26-0-0
1-0-0
6-5-13
6-5-13
11-4-0
4-10-4
13-0-0
1-8-0
14-8-0
1-8-0
19-6-4
4-10-4
26-0-0
6-5-12
0-6-03-4-05-0-00-6-03.00 12
12.00 12
Plate Offsets (X,Y)-- [1:0-0-5,Edge], [1:0-3-9,Edge], [3:0-7-0,0-4-4], [4:Edge,0-4-8], [5:0-7-0,0-4-4], [7:0-1-3,2-4-8], [7:0-3-9,Edge], [8:0-5-8,0-5-0], [9:0-2-12,0-1-8]
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
NO
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.68
0.55
0.91
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.44
-0.75
0.11
0.17
(loc)8-9
9
7
8-9
l/defl>694
>408
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
MT18HS
Weight: 141 lb FT = 4%
GRIP197/144
148/108
197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2 *Except* ST4: 2x6 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-3 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)1=1713/0-5-8 (min. 0-2-11), 7=1713/0-5-8 (min. 0-2-11)
Max Horz1=43(LC 8)
Max Uplift1=-106(LC 6), 7=-106(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23=-5261/1016, 2-23=-5152/1023, 2-24=-4260/727, 3-24=-4182/731, 3-4=-5666/1059,
4-5=-5666/1059, 5-25=-4182/731, 6-25=-4260/727, 6-26=-5152/1023, 7-26=-5261/1016
BOT CHORD 1-9=-949/5033, 8-9=-379/2818, 7-8=-949/5033
WEBS 4-8=-696/3716, 5-8=-2998/618, 6-8=-1287/356, 4-9=-696/3716, 3-9=-2998/618, 2-9=-1287/356
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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable 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=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 1.5x3 MT20 unless otherwise indicated.7) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=106, 7=106.
11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 360 lb down and 66 lb up at
13-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.
14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2
Job
16020253B
Truss
T03SGE
Truss Type
GABLE
Qty
2
Ply
1
176 Prospect St. Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Mon May 30 10:15:32 2016 Page 2 Universal Forest Products ID:aNYrszfzzklG9?yeatDtfizBMBm-5XicZBBCfy?3ee7j27RpMnaf5m9Ku1oprClK4HzBM5v
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-100, 3-4=-100, 4-5=-100, 5-7=-100, 1-7=-20Concentrated Loads (lb)Vert: 4=-360(F)
Job
16020253B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
176 Prospect St. Northampton, MA
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Scale = 1:20.0
T1 T1
B1
ST1
1
2
3
4
5
6
2x4
4x4
2x4 1.5x3
0-0-5
0-0-5
7-1-12
7-1-7
3-6-14
3-6-14
7-1-12
3-6-14
0-0-42-11-120-0-410.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
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)
0.270.09
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
3
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 20 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT 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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=224/7-1-2 (min. 0-1-8), 3=224/7-1-2 (min. 0-1-8), 4=312/7-1-2 (min. 0-1-8)
Max Horz1=61(LC 7)
Max Uplift1=-17(LC 9), 3=-22(LC 9)
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 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) Gable requires continuous bottom chord bearing.
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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.8) 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.
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
16020253B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
176 Prospect St. Northampton, MA
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Scale = 1:11.8
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-5
0-0-5
4-4-2
4-3-13
2-2-1
2-2-1
4-4-2
2-2-1
0-0-41-9-120-0-410.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8]
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)
0.08
0.13
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
0.00
(loc)-
-
3
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 10 lb FT = 4%
GRIP197/144
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 4-4-2 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)1=212/4-3-9 (min. 0-1-8), 3=212/4-3-9 (min. 0-1-8)
Max Horz1=34(LC 7)
Max Uplift1=-4(LC 8), 3=-4(LC 9)
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 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=1.332) 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) Gable requires continuous bottom chord bearing.
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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.8) 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