15B-050 Jazab_Melnick-091316-Truss ProfilesOVERHANG 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
/ /
10/10/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
16090839B
Brian Tetreault
Massachusetts /
/ /
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
*Conventionally framed valley's per plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ed Jazab / Melnick
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE09/13/16
Leeds, MA
Ed Jazab / Melnick
Wayne Helms
09/13/16
09/13/16
/ /
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
J01 8.00 0.00 07-00-00 00-11-002 X 6 2 X 4
JACK-CLOSED
5 07-00-00
J01G 8.00 0.00 07-00-00 00-11-002 X 6 2 X 4
GABLE
1 07-00-00
PB01 8.00 0.00 11-06-02 2 X 4 2 X 4
PIGGYBACK
2 11-06-02
PB02 8.00 0.00 11-06-02 2 X 4 2 X 4
PIGGYBACK
23 11-06-02
T01 8.00 0.00 24-00-00 00-11-00 00-11-002 X 6 2 X 6
COMMON
7 24-00-00
T01A 8.00 0.00 24-00-00 00-11-002 X 6 2 X 6
COMMON
5 24-00-00
T01G 8.00 0.00 24-00-00 00-11-00 00-11-002 X 6 2 X 4
COMMON
1 24-00-00
T02GR 8.00 0.00 34-06-00 00-11-002 X 6 2 X 6
GABLE
1 08-06-0043-00-00
T03 8.00 0.00 43-00-00 00-11-00 00-11-002 X 6 2 X 6
PIGGYBACK
7 43-00-00
T03A 8.00 0.00 34-06-00 00-11-002 X 6 2 X 6
PIGGYBACK
8 08-06-0043-00-00
T03B 8.00 0.00 43-00-00 08-06-0000-11-00 00-11-002 X 6 2 X 6
PIGGYBACK
8 43-00-00
T03SG 8.00 0.00 43-00-00 00-11-00 00-11-002 X 6 2 X 6
GABLE
1 43-00-00
T04 8.00 0.00 32-00-00 00-11-00 00-11-002 X 6 2 X 6
COMMON
7 32-00-00
T04G 8.00 0.00 32-00-00 00-11-00 00-11-002 X 6 2 X 4
COMMON
1 32-00-00
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
JUS24Hanger 5
ITEMS SUB-TOTAL:
OVERHANG 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
/ /
10/10/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
16090839B
Brian Tetreault
Massachusetts /
/ /
(413) 247-8314
PAGE 2
SPECIAL INSTRUCTIONS:
*Conventionally framed valley's per plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ed Jazab / Melnick
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE09/13/16
Leeds, MA
Ed Jazab / Melnick
Wayne Helms
09/13/16
09/13/16
/ /
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.
Job
16090839B
Truss
J01
Truss Type
JACK-CLOSED
Qty
5
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:08:43 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-FomytKBh_694HfN2Xjh5BTTkvPZwKQUcqGaDkqye7p2
Scale = 1:34.4
W1
T1 W2
B1
1
2
3
5 4
6
3x10 MT20HS
3x4
2x4
-0-11-0
0-11-0
7-0-0
7-0-0
1-0-05-8-05-9-158.00 12
Plate Offsets (X,Y)-- [3:0-1-12,0-1-8]
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
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.51
0.33
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.07
-0.18
0.00
0.02
(loc)4-5
4-5
4
4-5
l/defl>999
>447
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
Weight: 32 lb FT = 4%
GRIP197/144
148/108
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x6 SPF No.2 *Except*
W2: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
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 Stabilizer
Installation guide.
REACTIONS.(lb/size)5=522/0-5-8 (min. 0-1-8), 4=388/Mechanical
Max Horz5=149(LC 8)Max Uplift5=-7(LC 8), 4=-72(LC 8)Max Grav5=541(LC 2), 4=456(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-488/95, 3-4=-376/166
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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 overhangsnon-concurrent with other live loads.5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.10) 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
16090839B
Truss
J01G
Truss Type
GABLE
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:09:08 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-0bmP7tVN6nJXnVnrVTeyik05PUAwhjeIae726tye7of
Scale = 1:36.9
W1
T1 W2
B1
ST1
ST2
ST3
1
2
3
4
5
6
11 10 9 8 7
3x8
2x4
1.5x3 1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
-0-11-0
0-11-0
7-0-0
7-0-0
1-0-05-8-05-9-158.00 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)
0.140.06
0.07
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.01-0.01
-0.00
(loc)11
7
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 41 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
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 7-0-0.
(lb) - Max Horz11=148(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 7, 10, 9, 8Max Grav All reactions 250 lb or less at joint(s) 7, 10, 8 except 11=286(LC 12), 9=295(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-265/5
WEBS 4-9=-253/95
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=1.60
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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).9) Gable studs spaced at 2-0-0 oc.10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 10, 9, 8.
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 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16090839B
Truss
T01A
Truss Type
COMMON
Qty
5
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:09:45 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-RjWOuXxaO9zHkB6y9koeiY2NROgbsLnk5vbVvEye7o4
Scale = 1:52.4
T1 T2
B1
W2
W1W1
HW1 HW1B112
3
4
5
6
7
8 9
4x4
3x10 MT20HS
8x8
2x4 2x4
4x8
12-0-0
12-0-0
24-0-0
12-0-0
-0-11-0
0-11-0
6-4-7
6-4-7
12-0-0
5-7-9
17-7-9
5-7-9
24-0-0
6-4-7
1-0-09-0-09-1-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-0,0-0-13], [6:Edge,0-0-3], [7:0-4-0,0-4-8]
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)
0.37
0.57
0.52
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.11
-0.30
0.04
0.02
(loc)6-7
6-7
6
6-7
l/defl>999
>944
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
Weight: 125 lb FT = 4%
GRIP197/144
148/108
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x6 SPF No.2, Right: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-11-6 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=1530/0-5-8 (min. 0-2-6), 6=1410/0-5-8 (min. 0-2-3)
Max Horz2=197(LC 7)
Max Uplift2=-70(LC 8), 6=-33(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1871/295, 3-8=-1418/238, 4-8=-1237/267, 4-9=-1237/268, 5-9=-1419/239, 5-6=-1874/298
BOT CHORD 2-7=-139/1388, 6-7=-145/1396
WEBS 4-7=-149/862, 5-7=-561/229, 3-7=-539/221
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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 overhangsnon-concurrent with other live loads.5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16090839B
Truss
T01
Truss Type
COMMON
Qty
7
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:09:29 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-veYLX3lY9EyYpjutDNWu2ANecxC_66xNPQjfL9ye7oK
Scale = 1:52.9
T1 T1
B1
W2
W1W1
HW1 HW1B112
3
4
5
6 7
8
9 10
4x4
3x10 MT20HS
8x8
2x4 2x4
3x10 MT20HS
12-0-0
12-0-0
24-0-0
12-0-0
-0-11-0
0-11-0
6-4-7
6-4-7
12-0-0
5-7-9
17-7-9
5-7-9
24-0-0
6-4-7
24-11-0
0-11-0
1-0-09-0-09-1-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-0,0-0-13], [6:0-5-0,0-0-13], [8:0-4-0,0-4-8]
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)
0.36
0.57
0.51
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.11
-0.28
0.04
0.02
(loc)2-8
2-8
6
2-8
l/defl>999
>994
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
Weight: 127 lb FT = 4%
GRIP197/144
148/108
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x6 SPF No.2, Right: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-6 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=1527/0-5-8 (min. 0-2-6), 6=1527/0-5-8 (min. 0-2-6)
Max Horz2=195(LC 7)
Max Uplift2=-70(LC 8), 6=-70(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1865/293, 3-9=-1412/236, 4-9=-1232/265, 4-10=-1232/265, 5-10=-1412/236, 5-6=-1865/293
BOT CHORD 2-8=-131/1384, 6-8=-131/1384
WEBS 4-8=-145/854, 5-8=-551/221, 3-8=-551/221
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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 overhangsnon-concurrent with other live loads.5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16090839B
Truss
T01G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:10:12 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-8vebZmGW1SNSTKg8FvnzIEf2rH0BhcHiIcdRMAye7nf
Scale = 1:56.8
W1
T1 T1
W1B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B1
1 2
3
4
5
6
7
8
9
10
11
12
13
1415
28 27 26 25 24 23 22 21 20 19 18 17 16
29 30
3x8
4x4
3x8 5x6
24-0-0
24-0-0
-0-11-0
0-11-0
12-0-0
12-0-0
24-0-0
12-0-0
24-11-0
0-11-0
1-0-09-0-09-1-151-0-08.00 12
Plate Offsets (X,Y)-- [16:Edge,0-3-8], [22:0-3-0,0-3-0]
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
0.04
0.27
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
in-0.01
-0.01
0.00
(loc)15
15
16
l/defln/r
n/r
n/a
L/d180
80
n/a
PLATESMT20
Weight: 143 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-22
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 24-0-0.(lb) - Max Horz28=180(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17
Max Grav All reactions 250 lb or less at joint(s) 22, 25, 26, 27, 19, 18, 17
except 28=266(LC 12), 16=266(LC 12), 23=344(LC 2), 24=302(LC 2), 21=344(LC
3), 20=302(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-8=-105/257, 8-9=-105/257
WEBS 7-23=-304/50, 6-24=-262/97, 9-21=-304/50, 10-20=-262/97
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=1.60
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=1.1
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 overhangsnon-concurrent with other live loads.6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).10) Gable studs spaced at 2-0-0 oc.11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 23, 24,
25, 26, 27, 21, 20, 19, 18, 17.
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 1.14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2
Job
16090839B
Truss
T01G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:10:12 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-8vebZmGW1SNSTKg8FvnzIEf2rH0BhcHiIcdRMAye7nf
LOAD CASE(S)Standard
Job
16090839B
Truss
T03A
Truss Type
PIGGYBACK BASE
Qty
8
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:13:08 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-?nH8VyPwaXYTaN7zYtxEQLyvrDvPw1ucm_GlXzye7kv
Scale = 1:70.9
T2
T3
T4
B1
W1
W2
W3
W4 W3
W2
HW1
T1
T5
B3B2
W6
W5
12
3
4
5 6 7
8
9
15 14 13 12 11 10
16
17 18
4x10
8x8 6x6
5x8
5x12 MT18HS
4x4 4x4
2x4
4x8
2x4
4x6 4x4
3x10 MT20HS
5x6
10-9-1
10-9-1
21-6-0
10-8-15
32-2-15
10-8-15
34-6-0
2-3-1
-0-11-0
0-11-0
7-6-1
7-6-1
15-0-0
7-5-15
21-6-0
6-6-0
28-0-0
6-6-0
34-6-0
6-6-0
1-0-011-0-011-1-156-8-011-0-08.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-3], [5:0-4-0,0-2-13], [7:0-3-0,0-2-12], [9:0-2-12,0-2-0], [10:Edge,0-3-8], [11:0-2-0,0-1-8], [13:0-2-0,0-1-12], [15:0-1-12,0-2-0]
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)
0.97
0.75
0.97
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.13
-0.29
0.07
0.04
(loc)2-15
2-15
10
2-15
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
MT18HS
Weight: 220 lb FT = 4%
GRIP197/144
148/108
197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-13, 6-13, 7-11, 9-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=2164/0-5-8 (min. 0-4-11), 10=2046/0-3-8 (req. 0-3-10)Max Horz2=237(LC 7)Max Uplift2=-69(LC 8), 10=-12(LC 7)Max Grav2=2987(LC 18), 10=2328(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-3914/412, 3-16=-3126/415, 3-4=-3191/449, 4-5=-2755/474, 5-6=-2013/378, 6-17=-2009/378, 17-18=-2011/378, 7-18=-2013/378, 7-8=-634/163, 8-9=-859/137, 9-10=-2333/282BOT CHORD 2-15=-450/2862, 14-15=-255/1832, 13-14=-255/1832, 12-13=-143/1222, 11-12=-143/1222
WEBS 3-15=-1088/274, 5-15=-134/1259, 5-13=-498/340, 6-13=-1348/190, 7-13=-155/1502,
7-11=-1683/252, 9-11=-133/1822
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=68-6-0
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 overhangsnon-concurrent with other live loads.5) Provide adequate drainage to prevent water ponding.6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) WARNING: Required bearing size at joint(s) 10 greater than input bearing size.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10.11) 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.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16090839B
Truss
T03B
Truss Type
PIGGYBACK BASE
Qty
8
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:14:23 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-ICJUEbJzwa?q4vMOS7nqz9ZkvSWt_zif09xDf7ye7jk
Scale = 1:78.7
T2
T3
T2
B1
W2
W3
W4 W5
W4
W3
W6
HW1 HW2
T1 T4
B3B2
W1
1
2
3
4
5 6 7
8
9
10 11
17 16 15 14 13 12
18
19 20
21
4x4
8x8 8x8
4x10
6x12
4x6 5x6
5x6
5x8
2x4
4x4
2x4
6x6
5x16 4x4 4x4
34-6-0
10-9-1
10-9-1
21-6-0
10-8-15
32-2-15
10-8-15
43-0-0
10-9-1
-0-11-0
0-11-0
7-6-1
7-6-1
15-0-0
7-5-15
21-6-0
6-6-0
28-0-0
6-6-0
35-5-15
7-5-15
43-0-0
7-6-1
43-11-0
0-11-0
1-0-011-0-011-1-151-0-011-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-2-12,0-2-4], [5:0-4-0,0-2-13], [7:0-4-0,0-2-13], [10:0-0-0,0-2-3], [10:0-5-6,Edge], [12:0-1-12,0-2-0], [16:0-2-0,0-2-4]
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)
0.91
0.69
0.96
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.13
-0.29
0.06
0.03
(loc)10-12
10-12
10
10-12
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 256 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2 *Except*
T1: 2x6 SPF 2100F 1.8E
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (4-6-1 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 5-9-13 oc bracing.
WEBS 1 Row at midpt 6-14, 7-14, 3-172 Rows at 1/3 pts 5-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS.(lb/size)10=2008/0-5-8 (min. 0-4-4), 17=3331/0-5-8 (req. 0-7-1)Max Horz17=-241(LC 6)Max Uplift10=-82(LC 9), 17=-288(LC 8)
Max Grav10=2721(LC 18), 17=4511(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-374/1439, 3-18=-345/1959, 3-4=-420/256, 4-5=-280/836, 5-19=-1851/290, 6-19=-1847/290, 6-20=-1847/290, 7-20=-1851/290, 7-8=-2315/401, 8-9=-2752/376, 9-21=-2765/341, 10-21=-3474/317
BOT CHORD 2-17=-1166/387, 16-17=-1166/387, 15-16=-118/1002, 14-15=-118/1002, 13-14=-9/1719,
12-13=-9/1719, 10-12=-160/2511
WEBS 3-16=-121/2049, 5-16=-2199/366, 5-14=-221/1612, 6-14=-1360/202, 7-14=-796/249,
7-12=-138/1283, 9-12=-1116/279, 3-17=-4091/548
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=68-6-03) 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 overhangsnon-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
17=288.
10) 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 1.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
Job
16090839B
Truss
T03B
Truss Type
PIGGYBACK BASE
Qty
8
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:14:23 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-ICJUEbJzwa?q4vMOS7nqz9ZkvSWt_zif09xDf7ye7jk
LOAD CASE(S)Standard
Job
16090839B
Truss
T03
Truss Type
PIGGYBACK BASE
Qty
7
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:37:39 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-QmfEExCd9VtlZR4hEJqBYYNHDBwP4OD81L54fCye7Nw
Scale = 1:77.3
T2
T3
T2
B1
W1
W2
W3
W4
W3
W2
W1
HW1 HW1
T1 T1
B3B21
2
3
4
5 6 7
8
9
10 11
16 15 14 13 12
17
18 19
20
4x10
8x8 8x8
4x10
10x12
4x6 4x4
2x4
4x8
2x4
4x4
2x4
10x12
4x4
10-9-1
10-9-1
21-6-0
10-8-15
32-2-15
10-8-15
43-0-0
10-9-1
-0-11-0
0-11-0
7-6-1
7-6-1
15-0-0
7-5-15
21-6-0
6-6-0
28-0-0
6-6-0
35-5-15
7-5-15
43-0-0
7-6-1
43-11-0
0-11-0
1-0-011-0-011-1-151-0-011-0-08.00 12
Plate Offsets (X,Y)-- [2:Edge,0-5-1], [5:0-4-0,0-2-13], [7:0-4-0,0-2-13], [10:Edge,0-5-1]
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)
0.99
0.88
0.71
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.19
-0.36
0.16
0.05
(loc)14
14-16
10
14
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 256 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x10 SP 2400F 2.0E, Right: 2x10 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except
2-0-0 oc purlins (3-5-14 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-14, 6-14, 7-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=2667/0-5-8 (req. 0-5-11), 10=2667/0-5-8 (req. 0-5-11)Max Horz2=-241(LC 6)Max Uplift2=-75(LC 8), 10=-75(LC 9)Max Grav2=3614(LC 18), 10=3614(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-4949/543, 3-17=-4241/567, 3-4=-4223/601, 4-5=-3789/625, 5-18=-3000/564, 6-18=-2996/564, 6-19=-2996/564, 7-19=-3000/564, 7-8=-3789/625, 8-9=-4223/601, 9-20=-4241/567, 10-20=-4949/543BOT CHORD 2-16=-340/3686, 15-16=-153/2695, 14-15=-153/2695, 13-14=-153/2695, 12-13=-153/2695,
10-12=-340/3686
WEBS 3-16=-1024/265, 5-16=-125/1203, 5-14=-141/908, 6-14=-1336/188, 7-14=-141/908,
7-12=-125/1203, 9-12=-1024/265
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=68-6-0
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 overhangsnon-concurrent with other live loads.5) Provide adequate drainage to prevent water ponding.
6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) WARNING: Required bearing size at joint(s) 2, 10 greater than input bearing size.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2 and 75 lb uplift atjoint 10.
10) 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.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16090839B
Truss
T03SG
Truss Type
GABLE
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:15:57 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-YH_1zkRwnSrVMLYSysTtn_SnoLYn0X2UeniBzgye7iG
Scale = 1:78.7
T2
T3
T2
B1
W2
W3
W4
W5
W4
W3
W2
HW1 HW2
T1 T1
B3B2
ST12
ST13
ST10
ST11
ST9
ST7
ST8
ST5
ST6
ST3
ST4ST2ST1
ST12
ST13W1
1
2
3
4
5 6 7
8
9
10 11
17 16 15 14 13 12
42
43 44
45
4x10
8x8 8x8
4x10
10x12
4x6 4x4
5x6
4x8 4x4
10x12
4x4
7-6-1
7-6-1
10-9-1
3-3-0
21-6-0
10-8-15
32-2-15
10-8-15
43-0-0
10-9-1
-0-11-0
0-11-0
7-6-1
7-6-1
15-0-0
7-5-15
21-6-0
6-6-0
28-0-0
6-6-0
35-5-15
7-5-15
43-0-0
7-6-1
43-11-0
0-11-0
1-0-011-0-011-1-151-0-011-0-08.00 12
Plate Offsets (X,Y)-- [2:Edge,0-5-1], [3:0-3-0,0-2-4], [5:0-4-0,0-2-13], [7:0-4-0,0-2-13], [10:Edge,0-5-1]
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)
0.99
0.88
0.76
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.20
-0.40
0.16
0.05
(loc)14-16
14-16
10
14
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 342 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2WEDGELeft: 2x12 SP No.2, Right: 2x10 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-5-14 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-14, 6-14, 7-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=2667/0-5-8 (req. 0-5-11), 10=2667/0-5-8 (req. 0-5-11)Max Horz2=-241(LC 6)Max Uplift2=-75(LC 8), 10=-75(LC 9)Max Grav2=3614(LC 18), 10=3614(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-42=-4989/532, 3-42=-4280/556, 3-4=-4205/605, 4-5=-3773/630, 5-43=-3001/563, 6-43=-2997/563, 6-44=-2997/563, 7-44=-3001/563, 7-8=-3788/626, 8-9=-4222/601, 9-45=-4240/567, 10-45=-4948/543BOT CHORD 2-17=-332/3713, 16-17=-331/3715, 15-16=-154/2691, 14-15=-154/2691, 13-14=-153/2696,
12-13=-153/2696, 10-12=-340/3686
WEBS 3-16=-1103/241, 5-16=-131/1178, 5-14=-135/916, 6-14=-1336/188, 7-14=-140/910,
7-12=-126/1199, 9-12=-1024/265
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=1.60
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=1.1, Lu=68-6-04) 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) Provide adequate drainage to prevent water ponding.
7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.8) All plates are 2x4 MT20 unless otherwise indicated.9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) WARNING: Required bearing size at joint(s) 2, 10 greater than input bearing size.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10.13) 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.Continued on page 2
Job
16090839B
Truss
T03SG
Truss Type
GABLE
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:15:57 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-YH_1zkRwnSrVMLYSysTtn_SnoLYn0X2UeniBzgye7iGNOTES-14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16090839B
Truss
T04
Truss Type
COMMON
Qty
7
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:16:27 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-g3oMG_pljgdEyzrDj90v?Jhz6Rtn29TvXSzm0xye7ho
Scale = 1:67.8
T2 T2
B1
W2
W1
W2
W1
HW1 HW1
T1 T1
B112
3
4
5
6
7
8 9
12 11 10
5x6
4x6
5x6
3x12 MT18HS 4x4 3x4
2x4
3x4
2x4
3x12 MT18HS
10-8-1
10-8-1
21-3-15
10-7-14
32-0-0
10-8-1
-0-11-0
0-11-0
8-0-1
8-0-1
16-0-0
7-11-15
23-11-15
7-11-15
32-0-0
8-0-1
32-11-0
0-11-0
1-0-011-8-011-9-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-8,Edge], [5:0-3-8,0-2-0], [8:0-5-8,Edge], [10:0-1-12,0-1-8], [12:0-1-12,0-1-8]
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
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.75
0.57
0.51
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.09
-0.25
0.07
0.03
(loc)8-10
8-10
8
8-10
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT18HS
Weight: 175 lb FT = 4%
GRIP197/144
197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
WEDGELeft: 2x6 SPF No.2, Right: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-3-12 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=2007/0-5-8 (min. 0-3-2), 8=2007/0-5-8 (min. 0-3-2)
Max Horz2=256(LC 7)
Max Uplift2=-82(LC 8), 8=-82(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2682/384, 3-4=-2324/438, 4-5=-2076/479, 5-6=-2076/479, 6-7=-2324/438, 7-8=-2682/384
BOT CHORD 2-12=-188/1992, 11-12=0/1351, 10-11=0/1351, 8-10=-188/1992
WEBS 5-10=-178/990, 7-10=-733/296, 5-12=-178/990, 3-12=-733/296
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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 overhangsnon-concurrent with other live loads.5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16090839B
Truss
T04G
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:16:46 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-cjSYFU1fFW0YktotKfrMGJ_O_5Ub?ptivv4GBKye7hV
Scale = 1:72.8
T2 T2
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6 ST5 ST4 ST3 ST2 ST1
T1 T1
B1
HW1
HW1
O3O2
O1 O4
O5
1
2 3 4
5
6
7
8 9
10
11
12
13
14
1516
17
18
19
20 21
22 23
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
4x4
4x4
4x4
3x6
4x4
5x6
3x6
4x4
32-0-0
32-0-0
-0-11-0
0-11-0
16-0-0
16-0-0
32-0-0
16-0-0
32-11-0
0-11-0
1-0-011-8-011-9-151-0-08.00 12
Plate Offsets (X,Y)-- [31:0-3-0,0-3-0]
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)
0.06
0.03
0.20
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
in-0.00
-0.00
0.01
(loc)23
23
22
l/defln/r
n/r
n/a
L/d180
80
n/a
PLATESMT20
Weight: 216 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 1-7-12, Right 2x4 SPF No.2 1-7-12
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 T-Brace:2x4 SPF No.3 - 12-31, 11-32, 10-33, 13-30
, 14-29Fasten (2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.REACTIONS.All bearings 32-0-0.
(lb) - Max Horz2=258(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 30, 29, 28,
27, 26, 25, 24, 22 except 2=-120(LC 6), 38=-102(LC 7)Max Grav All reactions 250 lb or less at joint(s) 2, 31, 35, 36, 37, 38, 27, 26, 25,24, 22 except 32=354(LC 2), 33=349(LC 2), 34=269(LC 2), 30=354(LC 3),
29=349(LC 3), 28=269(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-286/186, 3-4=-271/187, 11-12=-132/269, 12-13=-132/269WEBS11-32=-314/41, 10-33=-309/98, 13-30=-314/41, 14-29=-309/98
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=1.602) 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) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 33, 34, 35,36, 37, 30, 29, 28, 27, 26, 25, 24, 22 except (jt=lb) 2=120, 38=102.12) 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.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.Continued on page 2
Job
16090839B
Truss
T04G
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:16:46 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-cjSYFU1fFW0YktotKfrMGJ_O_5Ub?ptivv4GBKye7hV
LOAD CASE(S)Standard
Job
16090839B
Truss
PB01
Truss Type
PIGGYBACK
Qty
2
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:08:58 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-JgAd1TN5Sj2yby0wvMScIdbOlSlBLCapH5iWlSye7op
Scale = 1:26.3
T1 T1
B1
ST1
W2
W1
W2
W1
1 2
3
4
5
6
7
89
14 13 12 11 10
15 16
4x4
3x4 3x4
0-8-9
0-8-9
12-2-11
11-6-2
12-11-4
0-8-9
6-5-10
6-5-10
12-11-4
6-5-10
0-4-74-4-00-1-80-4-70-1-88.00 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)
0.080.02
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.00-0.00
0.00
(loc)88
8
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 43 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
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.All bearings 11-6-2.
(lb) - Max Horz2=-89(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 14, 10 except 13=292(LC 2), 11=292(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-13=-253/93, 6-11=-253/93
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=1.602) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11,
10.10) 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.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S)Standard
Job
16090839B
Truss
PB02
Truss Type
PIGGYBACK
Qty
23
Ply
1
Ed Jazab / Melnick
Job Reference (optional)7.640 s Apr 22 2016 MiTek Industries, Inc. Tue Sep 13 07:09:17 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:FjbrxWrfeuNxgOonT91fX_ypad9-FKpp0yc0_YRFNtzaWsI3ZeudW6E7IozcfYp0wsye7oW
Scale = 1:27.6
T1 T1
B1
ST1
W1 W1
1 2
3
4
5
67
10 9 8
11 12
4x4
3x4 3x4
2x4
2x4
2x4
2x4
2x4
0-8-9
0-8-9
12-2-11
11-6-2
12-11-4
0-8-9
6-5-10
6-5-10
12-11-4
6-5-10
0-4-74-4-00-1-80-4-70-1-88.00 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)
0.180.06
0.06
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.000.00
0.00
(loc)76
6
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 39 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
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.All bearings 11-6-2.
(lb) - Max Horz2=-89(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=272(LC 1), 10=432(LC 2), 8=432(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-10=-361/144, 5-8=-361/144
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=1.602) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.6) Gable requires continuous bottom chord bearing.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8.
9) 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 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified buildingdesigner.
LOAD CASE(S)Standard