15120721JR-VH Duplex-031616-Truss Dwgs Submittal
155 Bay Road, PO Box 945 / Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780 / Rep: Brian Tetreault
Village Hill-Wright Builders
“Upper Ridge Phase IV Duplex”
Village Hill Rd. Northampton, MA
r.k. Miles-Hatfield, MA
Roof Truss Drawings-For Approval
These trusses are designed as individual building components to be incorporated into the building design at
the specification of the building designer. The building designer is responsible for temporary and
permanent bracing of the roof / floor system and for the overall structure. The design of the truss support
structure including headers, beams, walls, and columns is the responsibility of the building designer. For
general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate
Institute, 583 D'Onifrio Drive; Madison, WI 53179.
SHOP DRAWINGS
THESE DRAWINGS ARE THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS
ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS DRAWINGS. REVIEW AND APPROVAL
OF THESE DRAWINGS MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY
ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES
TO YOU. PLEASE INITIAL EACH ATTACHED TRUSS DRAWING.
Approved by:________________________________________________ Date:______________________
3/16/16
15120721JR
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
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
03/14/16
04/26/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDANT
JOBSITE PHONE #
DATE OF INVOICE
15120721JR
15120721BR-
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:*Based on permit set plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Roof Trusses
Upper Ridge Phase IV Duplex
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE03/16/16
87 Village Hill Rd.
Northampton, MA 01060
Upper Ridge Phase IV Duplex
Andy Clogston
BRT
BRT
03/16/16
03/16/16
/ /
Shipping Summary
UFP ORDER #
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 BOT IDPROFILE
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.)
PLY LEFT RIGHT
STUBO/ABASE
SPAN Truss Height
CJ01 08-07-09 02-00-022 X 4 2 X 4
DIAGONAL HIP
1 08-07-09 2.53 0.00 03-03-10
G01 06-05-08 01-01-002 X 4 2 X 8
HALF HIP
1 06-05-08 4.69 0.00 03-04-00
G11
1
25-00-00 2 X 6 2 X 8
COMMON
2 Ply 25-00-00 6.00 0.00 07-11-00
J01 03-04-07 01-01-002 X 4 2 X 4
JACK-CLOSED
1 03-04-07 4.69 0.00 02-09-10
J02 02-01-02 01-01-002 X 4 2 X 4
JACK-CLOSED
1 02-01-02 4.69 0.00 02-03-10
J03 06-09-01 01-01-002 X 4 2 X 4
JACK-CLOSED
1 06-09-01 3.00 0.00 03-00-04
J04 03-07-08 01-01-002 X 4 2 X 4
JACK-CLOSED
1 03-07-08 3.00 0.00 02-02-14
M01 08-00-00 01-01-002 X 4 2 X 4
MONOPITCH
9 08-00-00 3.00 0.00 03-04-00
M01A 07-00-00 01-01-002 X 4 2 X 8
MONOPITCH
3 07-00-00 3.00 0.00 03-01-00
M01AGE 07-00-00 01-01-002 X 4 2 X 8
GABLE
1 07-00-00 3.00 0.00 03-01-00
M01GE 08-00-00 01-01-002 X 4 2 X 4
MONOPITCH
1 08-00-00 3.00 0.00 03-04-00
M02 06-00-00 01-01-002 X 4 2 X 8
MONOPITCH
6 06-00-00 3.00 0.00 02-10-00
M02SGE 06-00-00 01-01-002 X 4 2 X 8
GABLE
2 06-00-00 3.00 0.00 02-10-00
M03 10-00-00 01-01-002 X 4 2 X 4
MONOPITCH
11 10-00-00 3.00 0.00 03-10-00
M03A 08-00-00 01-01-002 X 4 2 X 4
MONOPITCH
1 08-00-00 3.00 0.00 03-04-00
M03GE 10-00-00 01-01-002 X 4 2 X 4
MONOPITCH
1 10-00-00 3.00 0.00 03-10-00
!15120721JR*
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
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
03/14/16
04/26/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDANT
JOBSITE PHONE #
DATE OF INVOICE
15120721JR
15120721BR-
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:*Based on permit set plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Roof Trusses
Upper Ridge Phase IV Duplex
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE03/16/16
87 Village Hill Rd.
Northampton, MA 01060
Upper Ridge Phase IV Duplex
Andy Clogston
BRT
BRT
03/16/16
03/16/16
/ /
Shipping Summary
UFP ORDER #
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 BOT IDPROFILE
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.)
PLY LEFT RIGHT
STUBO/ABASE
SPAN Truss Height
M04 06-00-00 01-01-002 X 4 2 X 8
MONOPITCH
6 06-00-00 4.69 0.00 03-10-00
M04GE 06-00-00 01-01-002 X 4 2 X 8
GABLE
1 06-00-00 4.69 0.00 03-10-00
M05 02-00-00 01-02-002 X 4 2 X 8
MONOPITCH
7 02-00-00 4.00 0.00 02-00-01
T10 16-00-00 00-11-002 X 6 2 X 4
COMMON
13 16-00-0010.00 0.00 08-06-08
T10GE 16-00-00 00-11-00 00-11-002 X 6 2 X 4
COMMON
2 16-00-0010.00 0.00 08-06-08
T11 25-00-00 01-03-00 01-03-002 X 6 2 X 4
COMMON
15 25-00-00 6.00 0.00 07-11-00
T11GE 25-00-00 01-03-00 01-03-002 X 6 2 X 4
COMMON
1 25-00-00 6.00 0.00 07-11-00
V01 17-01-12 2 X 4 2 X 4
VALLEY
1 17-01-12 6.00 0.00 04-03-11
V02 10-05-12 2 X 4 2 X 4
VALLEY
1 10-05-12 6.00 0.00 02-07-11
V03 03-09-12 2 X 4 2 X 4
VALLEY
1 03-09-12 6.00 0.00 00-11-11
91Total QTY:
Truss Height
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES
ITEMS
BCSI-B1 Summary SheetLiterature 1 Commentary and Recommendations for Handling, Installing &
Bracing Metal Plate Connected Wood Trusses
Order Number: B1WARN11x17 031125
10230
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
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
03/14/16
04/26/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDANT
JOBSITE PHONE #
DATE OF INVOICE
15120721JR
15120721BR-
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 3
SPECIAL INSTRUCTIONS:*Based on permit set plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Roof Trusses
Upper Ridge Phase IV Duplex
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE03/16/16
87 Village Hill Rd.
Northampton, MA 01060
Upper Ridge Phase IV Duplex
Andy Clogston
BRT
BRT
03/16/16
03/16/16
/ /
Shipping Summary
UFP ORDER #
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
Truss Height
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES
ITEMS
BCSI-B2 Summary SheetLiterature 1 Truss Installation & Temporary Restraint/Bracing
Order Number: B2Temp 070524
10230
BCSI-B3 Summary SheetLiterature 1 Permanent Restraint/Bracing of Chords & Web Members
Order Number: B3WEB11X17 070209
10230
HUS26Hanger 32 71042
SNP3Hanger 5 68048
Truss Drawing PacketLiterature 1 Truss Drawing Packet10230
Truss Placement PlanLiterature 1 Truss Placement Plan10230
91Total QTY:
THE ABOVE LISTED ITEM HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED)
Received By (Signature): _______________________________________________________________
Received By (Print Name): _____________________________________________________________
Company (Print Name): ________________________________________________________________
Driver: _________________________________________________ Date: _____________________
The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the
Terms and Conditions of Sale available at www.ufpi.com/terms.htm.
Truck Driver Job Site Safety Analysis
1) Is the terrain safe for the truck to make the delivery? Yes ____ No ____ N/A ____
2) Is the terrain safe for the moffit to be driven on Yes ____ No ____ N/A ____
3) Are there any objects in the way? Yes ____ No ____ N/A ____
4) Are there any overhead obstructions? Yes ____ No ____ N/A ____
Job
15120721JR
Truss
J01
Truss Type
Jack-Closed
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:05:24 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Pc0c6GmmTclB1W0CeAZKmj40F7XAJG8aVS8HkMzaOV9
Scale = 1:17.0
W1
T1
W2
B1
1
2
3
5
4
6
2x4
2x4
2x4
2x4
-1-1-0
1-1-0
3-4-7
3-4-7
1-5-132-9-104.69 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-M)
0.250.07
0.00
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.00-0.01
0.00
0.00
(loc)4-54-5
4
4-5
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 13 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-4-7 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.(lb/size)5=332/0-5-4 (min. 0-1-8), 4=160/Mechanical
Max Horz5=52(LC 8)
Max Uplift5=-31(LC 8), 4=-28(LC 8)Max Grav5=340(LC 2), 4=176(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-311/127
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) 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) 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 5 and 28 lb uplift at
joint 4.9) 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
15120721JR
Truss
J02
Truss Type
Jack-Closed
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:05:30 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-EmNtMJrX3SVLlRTM_Rfk0_K1kYb4jzdStObby0zaOV3
Scale = 1:14.5
W1
T1
W2
B1
1
2
3
5
4
6
2x4
2x4
2x4
2x4
-1-1-0
1-1-0
2-1-2
2-1-2
1-5-132-3-104.69 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-M)
0.250.04
0.00
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.00-0.00
-0.00
0.00
(loc)54-5
4
5
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 9 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-1-2 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.(lb/size)5=273/0-5-4 (min. 0-1-8), 4=66/Mechanical
Max Horz5=39(LC 8)
Max Uplift5=-31(LC 8), 4=-40(LC 12)Max Grav5=333(LC 12), 4=71(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-300/106
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) 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) 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 5 and 40 lb uplift at
joint 4.9) 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
15120721JR
Truss
J03
Truss Type
Jack-Closed
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:05:35 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-akAmQ0ugt?8erCMJn_Fvj12lFZE6OEsB1gJMdDzaOV_
Scale = 1:19.7
W1
T1
W2
B1
1
2
3
5
4
6
3x4
4x4
5x6
3x4
-1-1-0
1-1-0
6-9-1
6-9-1
1-4-03-0-43.00 12
Plate Offsets (X,Y)-- [3:0-3-4,Edge]
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)
0.78
0.30
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.06
-0.15
0.00
0.02
(loc)4-5
4-5
4
4-5
l/defl>999
>522
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 21 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 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=528/0-5-4 (min. 0-1-8), 4=369/Mechanical
Max Horz5=56(LC 6)Max Uplift5=-52(LC 6), 4=-31(LC 6)Max Grav5=559(LC 2), 4=424(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-522/215, 3-4=-333/144
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 grip
DOL=1.33
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 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 31 lb uplift atjoint 4.9) 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
15120721JR
Truss
J04
Truss Type
Jack-Closed
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:05:39 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-TVQHFOyAxDe3Kpf40qKrttCaZAeZK2snxIHal_zaOUw
Scale = 1:14.1
W1
T1
W2
B1
1
2
3
5
4
6
2x4
2x4
2x4
2x4
-1-1-0
1-1-0
3-7-8
3-7-8
1-4-02-2-143.00 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-M)
0.250.08
0.00
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.00-0.01
0.00
0.00
(loc)4-54-5
4
4-5
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 13 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-8 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.(lb/size)5=346/0-5-4 (min. 0-1-8), 4=177/Mechanical
Max Horz5=35(LC 6)
Max Uplift5=-44(LC 6), 4=-17(LC 6)Max Grav5=357(LC 2), 4=194(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-327/147
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) 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 20.0 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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5 and 17 lb uplift at
joint 4.9) 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
15120721JR
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:32:22 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-3_8XuhWwSFocgyejzffhp4bGuSDa_5fHSkoQluzaSV7
Scale = 1:22.7
W1
T1
W5
B1
W2
W3 W41
2
3
4
7
6 5
8
9 10 11
2x4
2x4
4x6 4x4
4x4
4x4
SNP3
SNP3SNP3 SNP3
4-3-0
4-3-0
8-7-9
4-4-9
-2-0-2
2-0-2
4-3-0
4-3-0
8-7-9
4-4-9
1-5-133-3-102.53 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
NO
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix-M)
0.930.71
0.45
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.08-0.13
0.01
0.03
(loc)5-65-6
5
5-6
l/defl>999>768
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 38 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-11-14 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 StabilizerInstallation guide.
REACTIONS.(lb/size)7=955/0-8-9 (min. 0-1-9), 5=1017/Mechanical
Max Horz7=66(LC 5)
Max Uplift7=-143(LC 5), 5=-131(LC 5)Max Grav7=1012(LC 2), 5=1104(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-1000/161, 2-8=-1161/106, 3-8=-1077/113
BOT CHORD 6-10=-140/1096, 10-11=-140/1096, 5-11=-140/1096
WEBS 2-6=-77/1137, 3-6=-36/338, 3-5=-1217/155
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and
right exposed ; 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=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)7=143, 5=131.9) 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.
11) Use USP SNP3 (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent spaced at 2-4-8 oc max. starting at
3-11-8 from the left end to 6-4-0 to connect truss(es) J02 (1 ply 2x4 SPF), J01 (1 ply 2x4 SPF) to front face of bottom chord. 12) Use USP SNP3 (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent spaced at 3-8-9 oc max. starting at3-7-10 from the left end to 7-4-3 to connect truss(es) J04 (1 ply 2x4 SPF), J03 (1 ply 2x4 SPF) to back face of bottom chord. 13) WARNING: The following hangers are manually applied but fail due to geometric considerations: SNP3 on front face at 3-11-8 from
the left end, SNP3 on front face at 6-4-0 from the left end, SNP3 on back face at 3-7-10 from the left end, SNP3 on back face at
7-4-3 from the left end.
14) SNP3: A minimum of (6) 8d x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. Forsloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 15) 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
15120721JR
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:32:22 2016 Page 2 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-3_8XuhWwSFocgyejzffhp4bGuSDa_5fHSkoQluzaSV7
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-100, 2-4=-100, 5-7=-20Concentrated Loads (lb)Vert: 6=-53(F) 9=-157(B) 10=-152(F) 11=-394(B)
Job
15120721JR
Truss
G01
Truss Type
Half Hip Girder
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:59:28 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-q7V0OXSTJEviJoonnPArLeL3gdyJvFUAe4vRE?zaOaj
Scale = 1:21.9
T1
T2
W3
B1
W2
W11
2
3 4
7
6
5
5x6 4x4
4x6
3x6 3x6
4x4
Special
4-8-11
4-8-11
6-5-8
1-8-13
-1-1-0
1-1-0
4-8-11
4-8-11
6-5-8
1-8-13
1-5-133-4-04.69 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-0,0-2-5], [4:Edge,0-3-8], [5:Edge,0-3-8]
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-M)
0.67
0.43
0.03
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.06
-0.10
0.00
0.02
(loc)6-7
6-7
5
6-7
l/defl>999
>776
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 35 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4.
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=1134/0-5-8 (min. 0-1-13), 7=809/0-5-4 (min. 0-1-10)
Max Horz7=68(LC 7)Max Uplift5=-129(LC 5), 7=-83(LC 7)Max Grav5=1141(LC 13), 7=1026(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-282/6, 2-7=-639/77
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left andright exposed ; 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=1.1, Lu=50-0-0
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 5 and 83 lb uplift at
joint 7.9) 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.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1080 lb down and 143 lb up at
4-8-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-100, 2-3=-100, 3-4=-100, 5-7=-20
Continued on page 2
Job
15120721JR
Truss
G01
Truss Type
Half Hip Girder
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:59:28 2016 Page 2 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-q7V0OXSTJEviJoonnPArLeL3gdyJvFUAe4vRE?zaOaj
LOAD CASE(S)Standard
Concentrated Loads (lb)
Vert: 6=-1080(B)
Job
15120721JR
Truss
G11
Truss Type
COMMON GIRDER
Qty
1
Ply
2
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:18:08 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-1bAQSV0?YM?ohwQ1OdGUkqkXn6ChKb31AKDjY4zaOJD
Scale = 1:50.8
T1 T1
B1
W5
W4 W3W4W3
W1
W2
W1
W2B1
1
2
3
4
5
10 9 8 7 6
11 12
13 14 15 16 17 18 19 20 21 22 23 24
5x10
6x6
5x10
5x12 MT18HS 10x12
4x4
8x8
4x4
8x8 5x12 MT18HS
HUS26
HUS26 HUS26
HUS26
HUS26 HUS26
HUS26
HUS26 HUS26
HUS26
HUS26
HUS26
6-5-0
6-5-0
12-6-0
6-1-0
18-7-0
6-1-0
25-0-0
6-5-0
6-5-0
6-5-0
12-6-0
6-1-0
18-7-0
6-1-0
25-0-0
6-5-0
1-8-07-11-01-8-06.00 12
Plate Offsets (X,Y)-- [6:Edge,0-2-8], [7:0-3-8,0-5-0], [8:0-6-0,0-6-0], [9:0-3-8,0-5-0]
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
NO
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.43
0.40
0.85
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.13
-0.26
0.04
0.04
(loc)7-8
7-8
6
8-9
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT18HS
Weight: 357 lb FT = 4%
GRIP197/144
244/190
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
W1: 2x8 SP No.1
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)10=7813/0-5-8 (req. 0-6-2), 6=7323/0-5-8 (req. 0-5-12)Max Horz10=-65(LC 5)
Max Uplift10=-195(LC 7), 6=-182(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-9540/252, 2-11=-7557/213, 3-11=-7421/237, 3-12=-7421/237, 4-12=-7557/213, 4-5=-9524/252, 1-10=-5967/178, 5-6=-5965/177BOT CHORD 10-13=-107/1644, 13-14=-107/1644, 14-15=-107/1644, 9-15=-107/1644, 9-16=-235/8376,
16-17=-235/8376, 17-18=-235/8376, 8-18=-235/8376, 8-19=-176/8362, 19-20=-176/8362,
20-21=-176/8362, 7-21=-176/8362, 7-22=-49/1605, 22-23=-49/1605, 23-24=-49/1605,
6-24=-49/1605
WEBS 3-8=-131/5910, 4-8=-2233/137, 4-7=-1/1591, 2-8=-2250/138, 2-9=-1/1608, 1-9=-131/6872, 5-7=-132/6898
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and
right exposed ; Lumber DOL=1.60 plate grip DOL=1.33
4) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.15) Unbalanced snow loads have been considered for this design. 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) * 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) WARNING: Required bearing size at joint(s) 10, 6 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) except (jt=lb)10=195, 6=182.11) 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.
Continued on page 2
Job
15120721JR
Truss
G11
Truss Type
COMMON GIRDER
Qty
1
Ply
2
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:18:08 2016 Page 2 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-1bAQSV0?YM?ohwQ1OdGUkqkXn6ChKb31AKDjY4zaOJDNOTES-13) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 23-0-0 to connect truss(es)
T10 (1 ply 2x4 SPF) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)
Vert: 1-3=-110, 3-5=-110, 6-10=-20
Concentrated Loads (lb)
Vert: 13=-997(B) 14=-997(B) 15=-997(B) 16=-997(B) 17=-997(B) 18=-997(B) 19=-997(B) 20=-997(B) 21=-997(B) 22=-997(B) 23=-997(B) 24=-997(B)
Job
15120721JR
Truss
M01
Truss Type
MONOPITCH
Qty
9
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:39:57 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-FW8YNG0JI262ltw97jJNm1x4Vsbv5yNG51W?E0zaSO0
Scale = 1:21.4
T1
W3
B1
W2
W1
1
2
3
4
6
5
7
3x4
3x4 3x6
1.5x3
5x6
-1-1-0
1-1-0
4-6-0
4-6-0
8-0-0
3-6-0
1-4-03-4-03.00 12
Plate Offsets (X,Y)-- [2:0-0-10,0-2-8]
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-M)
0.71
0.39
0.12
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.10
-0.24
0.01
-0.01
(loc)5-6
5-6
5
5-6
l/defl>922
>379
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 31 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 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)6=595/0-5-8 (min. 0-1-8), 5=441/Mechanical
Max Horz6=64(LC 6)Max Uplift6=-55(LC 6), 5=-36(LC 6)Max Grav6=634(LC 2), 5=512(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-497/101, 3-7=-421/110, 2-6=-545/209
BOT CHORD 5-6=-168/408WEBS3-5=-436/202
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 20.0 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.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5.9) 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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M01A
Truss Type
Monopitch
Qty
3
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:06:05 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-iV_6jHGUpDwNSpe4YHoxxMHuyfW?QoIcwLaygUzaOUW
Scale = 1:20.0
T1
W2
B1
W1
1
2
3
5
4
6
3x6
4x6
5x6
4x6
0-1-12
-1-1-0
1-1-0
7-0-0
7-0-0
1-4-03-1-02-5-120-7-43-1-03.00 12
Plate Offsets (X,Y)-- [2:0-0-10,0-2-8], [3:0-0-11,0-1-8], [4:Edge,0-3-12]
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-M)
0.76
0.12
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.01
-0.02
0.00
0.00
(loc)4-5
4-5
4
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 36 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x6 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=537/0-5-8 (min. 0-1-8), 4=379/0-1-8 (min. 0-1-8)
Max Horz5=57(LC 6)Max Uplift5=-54(LC 6), 4=-30(LC 6)Max Grav5=570(LC 2), 4=436(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-318/130, 2-5=-557/233
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=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 5 and 30 lb uplift atjoint 4.
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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M01GE
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:09:46 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Miksr_gV_jWDtoB_QxvvmIXvj0FOm4XbTsOAWqzaRy3
Scale = 1:21.0
W1
T1
W2
B1
ST3
ST2
ST1
1
2
3
4
5
6
11 10 9 8 7
12
2x4
3x4
2x4
2x4 1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
-1-1-0
1-1-0
8-0-0
8-0-0
1-4-03-4-03.00 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)
0.280.08
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.03-0.03
-0.00
(loc)11
7
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 32 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x6 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 8-0-0.
(lb) - Max Horz11=64(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8, 9, 10Max Grav All reactions 250 lb or less at joint(s) 7, 10 except 11=365(LC 12), 8=287(LC 2), 9=296(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-322/61
WEBS 4-9=-253/87
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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 11, 7, 8, 9, 10.
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
15120721JR
Truss
M01AGE
Truss Type
GABLE
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:06:31 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-xVZxAAaohCBhZpe43lG1_rMRu8PNWZARvNtKb_zaOU6
Scale = 1:19.3
T1
W2
B1
W1
ST2
ST11
2
3
4
5
9 8 7 6
10
2x4
3x6 3x6
3x4
3x6
1.5x3
3x6
1.5x3
0-1-12
-1-1-0
1-1-0
7-0-0
7-0-0
1-4-03-1-03.00 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)
0.280.04
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.03-0.03
-0.00
(loc)11
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 2x8 SP No.1
WEBS 2x6 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 except (jt=length) 6=-0-0-1 (input: 7-0-0), 9=-0-0-1 (input: 7-0-0), 7=-0-0-1 (input:
7-0-0), 8=-0-0-1 (input: 7-0-0).
(lb) - Max Horz9=57(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 7, 8Max Grav All reactions 250 lb or less at joint(s) 6 except 9=348(LC 12), 7=265(LC 2), 8=322(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-287/118
WEBS 3-8=-273/126
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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).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 wide
will fit between the bottom chord and any other members.
11) WARNING: Required bearing size at joint(s) 6, 9, 7, 8 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) 6, 9, 7, 8.13) 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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M02
Truss Type
Monopitch
Qty
6
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:49:44 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-wnCFqrO8roKZF29YamhugU9I9CiE47RDLDRXkrzaOjr
Scale = 1:18.7
T1
W2
B1
W1
1
2
3
5
4
6
4x4
3x6
3x6
3x6
0-1-12
-1-1-0
1-1-0
6-0-0
6-0-0
1-4-02-10-02-2-120-7-42-10-03.00 12
Plate Offsets (X,Y)-- [2:0-0-6,0-1-8]
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-M)
0.53
0.07
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.00
-0.01
0.00
0.00
(loc)4-5
4-5
4
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 31 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x6 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=479/0-5-4 (min. 0-1-8), 4=317/0-1-8 (min. 0-1-8)
Max Horz5=50(LC 6)Max Uplift5=-52(LC 6), 4=-26(LC 6)Max Grav5=506(LC 2), 4=360(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-266/116, 2-5=-488/214
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=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 26 lb uplift atjoint 4.
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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M02SGE
Truss Type
GABLE
Qty
2
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:49:31 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-pHwK5OE_vphQC3f2JXyrel64RzGBXFDIMhoLo5zaOk2
Scale = 1:18.7
T1
W2
B1
W1
ST2
ST1
1
2
3
5
4
10
4x4
3x6
3x6
3x6
1.5x3
3x6
1.5x3
3x6
0-1-12
-1-1-0
1-1-0
6-0-0
6-0-0
1-4-02-10-02-2-120-7-42-10-03.00 12
Plate Offsets (X,Y)-- [2:0-0-6,0-1-8]
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-M)
0.53
0.07
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.00
-0.01
0.00
0.00
(loc)4-5
4-5
4
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 34 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x6 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 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=479/0-5-4 (min. 0-1-8), 4=317/0-1-8 (min. 0-1-8)
Max Horz5=50(LC 6)Max Uplift5=-52(LC 6), 4=-26(LC 6)Max Grav5=506(LC 2), 4=360(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-266/116, 2-5=-488/214
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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 26 lb uplift at
joint 4.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M03
Truss Type
Monopitch
Qty
11
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:13:45 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-sggC0iZPi9dI2XzwweiyyixhHMm7G4LmQYnJPTzaRuK
Scale: 1/2"=1'
T1
W5
B1
W3 W4
W1
W2
1
2
3
4
7
6 5
8
2x4
4x6
2x4
4x4
4x4
4x4
5-0-0
5-0-0
10-0-0
5-0-0
-1-1-0
1-1-0
5-0-0
5-0-0
10-0-0
5-0-0
1-4-03-10-03.00 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-M)
0.550.28
0.45
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.02-0.05
0.01
0.01
(loc)65-6
5
6
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 42 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-8-8 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 StabilizerInstallation guide.
REACTIONS.(lb/size)5=575/Mechanical, 7=713/0-5-8 (min. 0-1-8)
Max Horz7=77(LC 6)
Max Uplift5=-46(LC 6), 7=-57(LC 6)Max Grav5=679(LC 2), 7=763(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-930/137, 3-8=-820/143, 2-7=-723/204
BOT CHORD 5-6=-225/854
WEBS 3-5=-941/247, 2-6=-89/877
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=1.1
3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7.9) 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
15120721JR
Truss
M03A
Truss Type
Monopitch
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:17:33 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-BYSPsgJQ0CLyPaOlHWoQBnNhyGdKhHZKs00NPFzaRqm
Scale = 1:22.1
T1
W5
B1
W3 W4
W1
W2
1
2
3
4
7 6 5
8
2x4
3x4 2x4
3x4
4x4
4x4
5-0-0
5-0-0
8-0-0
3-0-0
-1-1-0
1-1-0
5-0-0
5-0-0
8-0-0
3-0-0
1-4-03-4-03.00 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)
0.410.16
0.08
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.02-0.05
-0.00
0.00
(loc)6-76-7
5
6
l/defl>999>999
n/a
****
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
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 8-0-0.
(lb) - Max Horz7=64(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 5, 7, 6Max Grav All reactions 250 lb or less at joint(s) 5, 5 except 7=413(LC 2), 6=597(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-373/152
WEBS 3-6=-507/145
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=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6.
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
15120721JR
Truss
M03GE
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:17:39 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-0hpg7jOBb2657VsvdnuqR2dmvhh25?SCEyThcvzaRqg
Scale: 1/2"=1'
W1
T1
W2
B1
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
13 12 11 10 9 8
14
2x4
3x4
2x4
2x4
-1-1-0
1-1-0
10-0-0
10-0-0
1-4-03-10-03.00 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)
0.250.08
0.05
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.03-0.03
-0.00
(loc)11
8
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 38 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, 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 10-0-0.
(lb) - Max Horz13=77(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11, 12Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 13=339(LC 12), 9=305(LC 2), 10=286(LC 2), 11=285(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-309/45
WEBS 6-9=-262/81
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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing. 8) 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) * 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.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11, 12.13) 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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M04
Truss Type
MONOPITCH
Qty
6
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:40:29 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-vGbbfAzYy_ijU1aCuVT5zyMplxGf4cOsG5KBiVzaRVG
Scale: 1/2"=1'
T1
W2
B1
W11
2
3
5
4
6
4x4
3x6
3x6
3x6 0-1-12
-1-1-0
1-1-0
6-0-0
6-0-0
1-5-133-10-03-2-120-7-43-10-04.69 12
Plate Offsets (X,Y)-- [2:0-0-9,0-1-8]
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-M)
0.53
0.07
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.00
-0.01
0.00
0.00
(loc)4-5
4-5
4
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 33 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x6 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=479/0-5-8 (min. 0-1-8), 4=317/0-1-8 (min. 0-1-8)
Max Horz5=79(LC 8)Max Uplift5=-39(LC 8), 4=-39(LC 8)Max Grav5=500(LC 2), 4=365(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-271/128, 2-5=-484/202
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=1.1
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) 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.9) 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 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.
LOAD CASE(S)Standard
Job
15120721JR
Truss
M04GE
Truss Type
GABLE
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 07:40:37 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-go4cKv3Z4RjaSGCkMBdzHehETA09yEl16LGc_1zaRV8
Scale: 1/2"=1'
T1
W2
B1
W1
ST2
ST11
2
3
4
5
9 8 7 6
10
2x4
3x6 3x6
3x4
3x6
1.5x3
3x6
1.5x3
0-1-12
-1-1-0
1-1-0
6-0-0
6-0-0
1-5-133-10-04.69 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)
0.290.03
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.03-0.03
-0.00
(loc)11
6
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 38 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP No.1
WEBS 2x6 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 6-0-0.
(lb) - Max Horz9=79(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8Max Grav All reactions 250 lb or less at joint(s) 6, 8 except 9=366(LC 12), 7=305(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-300/60
WEBS 4-7=-253/101
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) 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) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 6, 7, 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
15120721JR
Truss
M05
Truss Type
Monopitch
Qty
7
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:07:04 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Us2P5SzVwLL?1tfQVALmqpD4URgOlUuIU0NaEZzaOTb
Scale = 1:13.0
T1
W2
B1
W1
1
2
3
5
4
6
2x4
3x6
3x4
3x6 0-1-12
-1-2-0
1-2-0
2-0-0
2-0-0
1-4-12-0-11-4-130-7-42-0-14.00 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-M)
0.290.02
0.00
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.00-0.00
-0.00
0.00
(loc)55
4
5
l/defl>999>999
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 12 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP No.1
WEBS 2x4 SPF No.2 *Except*
W2: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-0-0 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.(lb/size)5=282/0-5-8 (min. 0-1-8), 4=44/0-1-8 (min. 0-1-8)
Max Horz5=33(LC 6)
Max Uplift5=-45(LC 6), 4=-63(LC 12)Max Grav5=364(LC 12), 4=48(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-317/126
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) 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) 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.9) 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
15120721JR
Truss
T10
Truss Type
COMMON
Qty
13
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:13:19 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-15aR?sgyd3nn1Im1V6ee?2l65i8Eh602dPQR8ezaSn_
Scale = 1:50.6
T1 T2
B1
W4
W3W3
W1
W2
W1
W2
1
2
3
4
5
6
9 8 7
10 11
6x6
2x4
3x8
4x4 4x4
2x4
3x4 3x6
8-0-0
8-0-0
16-0-0
8-0-0
-0-11-0
0-11-0
4-0-0
4-0-0
8-0-0
4-0-0
12-0-0
4-0-0
16-0-0
4-0-0
1-10-88-6-81-10-810.00 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
NO
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix-M)
0.240.64
0.62
DEFL.Vert(LL)Vert(TL)
Horz(TL)
Wind(LL)
in-0.10-0.25
0.02
0.01
(loc)8-98-9
7
8
l/defl>999>753
n/a
>999
L/d240180
n/a
360
PLATESMT20
Weight: 96 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 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 StabilizerInstallation guide.
REACTIONS.(lb/size)9=1142/0-5-8 (min. 0-1-13), 7=1017/Mechanical
Max Horz9=164(LC 7)
Max Uplift9=-45(LC 8), 7=-15(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 3-10=-836/182, 4-10=-663/196, 4-11=-663/198, 5-11=-838/176, 2-9=-290/173
BOT CHORD 8-9=-87/629, 7-8=-72/640
WEBS 4-8=-153/468, 3-9=-1012/40, 5-7=-1028/116
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=1.1
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) 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7.9) 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
15120721JR
Truss
T10GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:13:28 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-GqdquxnbWqwWdgymXVJlsydhxKL4IF?NiJ6PxczaSmr
Scale = 1:51.3
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST11
2
3
4
5
6
7
8
9
1011
20 19 18 17 16 15 14 13 12
21 22
3x4
6x6
3x4
1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 16-0-0
16-0-0
-0-11-0
0-11-0
8-0-0
8-0-0
16-0-0
8-0-0
16-11-0
0-11-0
1-10-88-6-81-10-810.00 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)
0.110.08
0.31
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.01-0.01
0.00
(loc)1111
12
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 103 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 16-0-0.
(lb) - Max Horz20=-149(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-140(LC 6), 12=-130(LC 7), 19=-130(LC 7), 13=-124(LC 6)Max Grav All reactions 250 lb or less at joint(s) 16, 19, 13 except 20=285(LC 12), 12=285(LC 12), 17=339(LC 2),18=275(LC 2), 15=339(LC 3), 14=275(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-270/123, 5-6=-107/293, 6-7=-107/293, 10-12=-270/123WEBS6-16=-282/0, 5-17=-299/60, 7-15=-299/60
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=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.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) * 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.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14except (jt=lb) 20=140, 12=130, 19=130, 13=124.13) 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.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15120721JR
Truss
T11
Truss Type
Common
Qty
15
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:12:03 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-FT_i2tlHXiCawcyR29Hqv0c3C3Bjtm6s9b0PT2zaSoA
Scale = 1:50.6
T1 T1
B1
W4
W3
W4
W3
W1
W2
W1
W2
B2
1
2
3
4
5
6
7
11 10 9 8
12 13
14 15
6x6
5x6
4x4
3x4
4x4
4x6
3x6 3x6
4x6
9-2-0
9-2-0
15-10-0
6-8-0
25-0-0
9-2-0
-1-3-0
1-3-0
6-3-0
6-3-0
12-6-0
6-3-0
18-9-0
6-3-0
25-0-0
6-3-0
26-3-0
1-3-0
1-8-07-11-01-8-06.00 12
Plate Offsets (X,Y)-- [9:0-3-0,0-3-4]
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-M)
0.50
0.69
0.49
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.17
-0.44
0.08
0.03
(loc)9-10
8-9
8
9-10
l/defl>999
>675
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 133 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)11=1819/0-5-8 (min. 0-2-14), 8=1819/0-5-8 (min. 0-2-14)Max Horz11=82(LC 8)Max Uplift11=-87(LC 8), 8=-87(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-420/132, 3-12=-1952/386, 4-12=-1789/412, 4-13=-1789/412, 5-13=-1952/386,
5-6=-420/132, 2-11=-618/228, 6-8=-618/228BOT CHORD 10-11=-228/1767, 10-14=-75/1396, 14-15=-75/1396, 9-15=-75/1396, 8-9=-228/1767WEBS4-9=-90/608, 5-9=-407/200, 4-10=-90/608, 3-10=-407/200, 3-11=-1892/287, 5-8=-1892/287
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=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * 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, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 11 and 87 lb uplift at
joint 8.
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
15120721JR
Truss
T11GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 06:13:32 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-9bsLjIq6a2Qx5IFXmLNh0ooLgxjnE4Hzcx4d5NzaSmn
Scale = 1:51.8
T1 T1
B1
W1 W1
B2
ST6ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST11
2
3
4
5
6
7
8
9
10
11
12
13
14
15
29 28 27 26 25 24 23 22 21 20 19 18 17 16
30 31
6x6
2x4 3x4
3x4
2x4
3x4
25-0-0
25-0-0
-1-3-0
1-3-0
12-6-0
12-6-0
25-0-0
12-6-0
26-3-0
1-3-0
1-8-07-11-01-8-06.00 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)
0.190.03
0.23
DEFL.Vert(LL)Vert(TL)
Horz(TL)
in-0.01-0.02
0.00
(loc)1515
16
l/defln/rn/r
n/a
L/d18080
n/a
PLATESMT20
Weight: 144 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x6 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 25-0-0.
(lb) - Max Horz29=82(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 24, 25, 26, 27, 28, 22, 20, 19, 18, 17Max Grav All reactions 250 lb or less at joint(s) 28, 17 except 29=375(LC 12), 16=375(LC 12), 23=250(LC 1), 24=357(LC 2), 25=338(LC 2), 26=276(LC 2), 27=264(LC 1), 22=357(LC 3), 20=338(LC 3), 19=276(LC 3), 18=264(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-68/269, 8-9=-68/269, 2-29=-353/143, 14-16=-353/143WEBS7-24=-317/59, 6-25=-298/95, 9-22=-317/59, 10-20=-298/95
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=1.33
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=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearing. 8) 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) * 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.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 24, 25,26, 27, 28, 22, 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 and
referenced standard ANSI/TPI 1.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15120721JR
Truss
V01
Truss Type
VALLEY
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:07:32 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-fEk?z1J3Kxt1OBoo83sLyiOrKkDOJ8TQwN93ExzaOT9
Scale = 1:29.5
T1 T1
B1
ST2
ST1 ST1
B1
1
2
3
4
5
8 7 6
9 10
3x4
4x4
3x4 5x6 1.5x3
1.5x3
1.5x3
1.5x3
17-2-12
17-2-12
8-7-6
8-7-6
17-2-12
8-7-6
0-0-44-3-110-0-46.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-3-0]
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)
0.42
0.12
0.09
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
0.00
(loc)-
-
5
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 48 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 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 17-1-12.
(lb) - Max Horz1=-42(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=374(LC 1), 8=692(LC 2), 6=692(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-299/8, 2-8=-600/213, 4-6=-600/213
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) 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) 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 widewill 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, 8, 6.
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
15120721JR
Truss
V02
Truss Type
VALLEY
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:07:43 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-rMv9HoSykKGTCt8wHtYwv1LfU9yvO6T1SaJ87ozaOT_
Scale = 1:18.3
T1 T1
B1
ST1
1
2
3
4
5 6
2x4
4x4
2x4 1.5x3
10-6-12
10-6-12
5-3-6
5-3-6
10-6-12
5-3-6
0-0-42-7-110-0-46.00 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)
0.680.18
0.07
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: 26 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=315/10-5-12 (min. 0-1-14), 3=315/10-5-12 (min. 0-1-14), 4=579/10-5-12 (min. 0-1-14)
Max Horz1=-25(LC 6)
Max Uplift1=-23(LC 8), 3=-28(LC 9)
Max Grav1=316(LC 2), 3=316(LC 3), 4=579(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-463/142
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=1.1
3) 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 widewill 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
Job
15120721JR
Truss
V03
Truss Type
VALLEY
Qty
1
Ply
1
Upper Ridge Phase IV Duplex
Job Reference (optional)7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 11:07:55 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-UgdhoubUv0nmej2D_OmkOZrsT?3QCYWoDSDmX6zaOSo
Scale = 1:7.6
T1 T1
B1
1
2
3
2x4
3x4
2x4
3-10-12
3-10-12
1-11-6
1-11-6
3-10-12
1-11-6
0-0-40-11-110-0-46.00 12
Plate Offsets (X,Y)-- [2:0-2-15,0-1-8]
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)
0.04
0.07
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: 8 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-12 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)1=171/3-9-12 (min. 0-1-8), 3=171/3-9-12 (min. 0-1-8)
Max Horz1=-7(LC 6)
Max Uplift1=-5(LC 8), 3=-5(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