14121321B-Dambrov-rk-122115-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
01/07/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14121321B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
*Based on 12/4/15 plans. *Pitch lowered to 9/12 (from 10/12 to reduce shipping costs). *Tray to be framed down in field.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Beaver Brook
Marieanne & David Dambrov
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/21/15
Beaver Brook Estates
Northampton, MA
Marieanne & David Dambrov
Andy Clogston
12/21/15
12/21/15
/ /
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
G02
1
9.00 0.00 19-00-00 2 X 6 2 X 8
COMMON
3 Ply 19-00-00
T01 9.00 0.00 11-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 11-00-00
T01GE 9.00 0.00 11-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 11-00-00
T02 9.00 0.00 19-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 19-00-00
T02SGE 9.00 0.00 19-00-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 19-00-00
T03 9.00 0.00 30-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
8 30-00-00
T03A 9.00 0.00 29-07-08 01-00-002 X 6 2 X 4
COMMON
9 00-04-0830-00-00
T03AGE 9.00 0.00 29-07-08 01-00-002 X 6 2 X 4
COMMON
1 29-07-08
T03SGE 9.00 0.00 30-00-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 30-00-00
T04 9.00 0.00 15-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
4 15-00-00
T04GE 9.00 0.00 15-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 15-00-00
V01 9.00 0.00 14-00-04 2 X 4 2 X 4
VALLEY
1 14-00-04
V02 9.00 0.00 10-00-04 2 X 4 2 X 4
VALLEY
1 10-00-04
V03 9.00 0.00 06-00-04 2 X 4 2 X 4
VALLEY
1 06-00-04
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
BCSI-B3 Summary SheetLiterature 1 Permanent Restraint/Bracing of
Chords & Web Members
Order Number: B3WEB11X17
070209
HUS26Hanger 9
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
01/07/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14121321B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:
*Based on 12/4/15 plans. *Pitch lowered to 9/12 (from 10/12 to reduce shipping costs). *Tray to be framed down in field.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Beaver Brook
Marieanne & David Dambrov
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/21/15
Beaver Brook Estates
Northampton, MA
Marieanne & David Dambrov
Andy Clogston
12/21/15
12/21/15
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
Truss Drawing PacketLiterature 1 Truss Drawing Packet
Truss Placement PlanLiterature 1 Truss Placement Plan
ITEMS SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Quote is based on current design values at the time of quote (lumber, EWP, hardware, etc).
Should any of these values change prior to completion of this project,
reserves the right to adjust the sell price accordingly.
UFP Belchertown, LLC
QUOTE POLICY: QUOTE VALID FOR 15 DAYS. AFTER 15 DAYS, UFP RESERVES THE RIGHT TO REVIEW / ADJUST ALL PRICING.
Sealed individual truss drawings are included in the pricing.
Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
Truss Connector Total ListManuf Product QtyHUS26 9Conventionally FramedBonus RoomNailer trusses included(verify if wanted prior to order)Master Bedroom trayceiling to be frameddown in the field.T01GET02SGET02G02T03SGET03AGET04GET01V01V02V03HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26T03(8)T03A(9)T04(4)1' 0"3' 0" 15' 0" 15' 0" 34' 0" 34' 0" 8' 0"17' 0"8' 0" 11' 0"44' 0"44' 0"14' 2 1/2"30' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 11 1/4"2' 0" 2' 0"1' 11 1/4"1 1/2"1' 11 1/4"10 1/2"1 1/2"1' 11 1/4"1' 0 3/4"2' 3" 2' 0" 2' 0" 29' 7 1/2"19' 0"Roof Area 1803.75Sheathing Count 62Overhang Lines 81Raked Lines 125Ridge Lines 62.5Hip Lines 0Valley Lines 33.62THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and 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 ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPMarieanne & David DambrovBeaver Brook Northampton, MA12/21/15For Approval14121321BThe following information is anapproximate and NOT guaranteed
Job
14121321B
Truss
T01GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:29.2
T1 T1
B1
ST2
ST1 ST1
HW1 HW1
1
2
3
4
5
6
7
8 9
12 11 10
13 14
6x6
3x8
4x4
3x8
4x4
1.5x3 1.5x3
1.5x3
1.5x3
1.5x3
11-0-0
11-0-0
-1-0-01-0-0 5-6-05-6-0 11-0-05-6-0 12-0-01-0-0
1-0-05-1-85-5-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-4-10,0-1-12], [8:0-4-10,0-1-12]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.080.080.10
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)998
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20
Weight: 61 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.All bearings 11-0-0.
(lb) - Max Horz2=107(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10Max Grav All reactions 250 lb or less at joint(s) 11 except 2=380(LC 1), 8=380(LC 1), 12=421(LC 2), 10=421(LC
3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-12=-346/164, 6-10=-346/164
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design.
5) 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) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 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.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01
Truss Type
Common
Qty
1
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:29.4
T1 T1
B1
W1
HW1
HW11
2
3
4
5
6
7
8
17 18
3x8
4x4
3x8
4x4
1.5x3
6x6
5-6-0
5-6-0
11-0-0
5-6-0
-1-0-01-0-0 5-6-05-6-0 11-0-05-6-0 12-0-01-0-0
1-0-05-1-85-5-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [6:0-3-6,0-1-8]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.290.250.09
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.03-0.040.02
0.02
(loc)8-118-112
8-11
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 55 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=760/0-5-8 (min. 0-1-8), 6=760/0-5-8 (min. 0-1-8)Max Horz2=-94(LC 6)
Max Uplift2=-46(LC 8), 6=-46(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-291/33, 3-17=-500/100, 4-17=-494/111, 4-18=-494/111, 5-18=-500/100, 5-6=-291/33BOT CHORD 2-8=-68/395, 6-8=-51/395
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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
14121321B
Truss
T02SGE
Truss Type
GABLE
Qty
1
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:45.8
T1 T1
B1
W1
HW1
HW1
B1
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6 7
8
29 30
31 32
4x8
4x4
5x10
6x6
4x8
4x4
9-6-0
9-6-0
19-0-0
9-6-0
-1-0-01-0-0 9-6-09-6-0 19-0-09-6-0 20-0-01-0-0
1-0-08-1-88-5-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-8], [4:0-3-0,0-3-4], [6:0-4-2,0-0-8], [8:0-5-0,0-3-4]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.960.650.10
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.26-0.410.08
0.11
(loc)8-278-272
8-23
l/defl>879>563n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 120 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST3: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1441/0-5-8 (min. 0-2-4), 6=1441/0-5-8 (min. 0-2-4)Max Horz2=-162(LC 6)
Max Uplift2=-56(LC 8), 6=-56(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-711/0, 3-29=-1478/167, 4-29=-1190/195, 4-30=-1190/195, 5-30=-1478/167, 5-6=-711/0BOT CHORD 2-31=-183/1008, 8-31=0/1008, 8-32=0/1008, 6-32=-171/1008WEBS4-8=0/578
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard 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) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T02
Truss Type
COMMON
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:53:07 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-RQWwzxNBV1A?5OcYyZ_Qjmb4hPDt8_xgl?ZhkPy6kXg
Scale = 1:45.7
T1 T1
B1
W1
HW1
HW1
B1
1
2
3
4
5
6 7
8
17 18
19 20
4x8
4x4
5x10
6x6
4x8
4x4
9-6-0
9-6-0
19-0-0
9-6-0
-1-0-01-0-0 9-6-09-6-0 19-0-09-6-0 20-0-01-0-0
1-0-08-1-88-5-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-8], [4:0-3-0,0-3-4], [6:0-4-2,0-0-8], [8:0-5-0,0-3-4]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.960.650.10
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.26-0.410.08
0.11
(loc)8-158-152
8-11
l/defl>879>563n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 90 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x6 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=1441/0-5-8 (min. 0-2-4), 6=1441/0-5-8 (min. 0-2-4)Max Horz2=-162(LC 6)
Max Uplift2=-56(LC 8), 6=-56(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-711/0, 3-17=-1478/167, 4-17=-1190/195, 4-18=-1190/195, 5-18=-1478/167, 5-6=-711/0BOT CHORD 2-19=-183/1008, 8-19=0/1008, 8-20=0/1008, 6-20=-171/1008WEBS4-8=0/578
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 100 lb uplift at joint(s) 2, 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
14121321B
Truss
G02
Truss Type
COMMON GIRDER
Qty
1
Ply
3
Beaver Brook Northampton, MA
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Scale = 1:46.4
T1 T1
B1
W3
W2 W1W2W1
B1
1
2
3
4
5
8 7 6
9 10
11 12 13 14 15 16 17 185x8
6x6
5x8 10x12
4x8
3x8
4x8
3x8 HUS26 HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
5-0-0
5-0-0
9-6-0
4-6-0
14-0-0
4-6-0
19-0-0
5-0-0
5-0-05-0-0 9-6-04-6-0 14-0-04-6-0 19-0-05-0-0
1-0-08-1-81-0-09.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-11], [5:0-0-0,0-0-11], [6:0-5-12,0-1-8], [7:0-6-0,0-6-0], [8:0-5-8,0-1-8]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15NO
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.820.540.79
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.09-0.140.04
0.02
(loc)7-87-85
7-8
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 394 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud
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.
REACTIONS.(lb/size)1=9842/0-5-8 (min. 0-5-2), 5=10837/0-5-8 (req. 0-5-11)
Max Horz1=-173(LC 5)Max Uplift1=-223(LC 7), 5=-245(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12428/295, 2-9=-8586/243, 3-9=-8517/268, 3-10=-8517/268, 4-10=-8587/243, 4-5=-12486/296
BOT CHORD 1-11=-242/9284, 11-12=-242/9284, 8-12=-242/9284, 8-13=-242/9284, 13-14=-242/9284, 7-14=-242/9284,
7-15=-178/9333, 15-16=-178/9333, 6-16=-178/9333, 6-17=-178/9333, 17-18=-178/9333, 5-18=-178/9333WEBS3-7=-252/9641, 4-7=-3488/174, 4-6=-69/4925, 2-7=-3422/172, 2-8=-66/4849
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 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) 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) WARNING: Required bearing size at joint(s) 5 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) except (jt=lb)
1=223, 5=245.10) 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) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the
left end to 18-0-0 to connect truss(es) T03A (1 ply 2x4 SPF) to front face of bottom chord.
13) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-100, 3-5=-100, 1-5=-20
Continued on page 2
Job
14121321B
Truss
G02
Truss Type
COMMON GIRDER
Qty
1
Ply
3
Beaver Brook Northampton, MA
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LOAD CASE(S)Standard
Concentrated Loads (lb)
Vert: 6=-2050(F) 11=-2050(F) 12=-2050(F) 13=-2050(F) 14=-2050(F) 15=-2050(F) 16=-2050(F) 17=-2050(F) 18=-2050(F)
Job
14121321B
Truss
T03
Truss Type
COMMON
Qty
8
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:69.2
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
1 2
3
4
5
6
7
8
9
10 11
14 13 12
23
24
25 26 27 28 29 30
5x6
6x6
5x6
4x10
4x6
3x10 MT20HS 4x4
1.5x3
4x4
1.5x3
4x10
4x6
10-0-0
10-0-0
20-0-0
10-0-0
30-0-0
10-0-0
-1-0-01-0-0 7-8-07-8-0 15-0-07-4-0 22-4-07-4-0 30-0-07-8-0 31-0-01-0-0
1-0-012-3-012-6-141-0-09.00 12
Plate Offsets (X,Y)-- [2:0-5-2,Edge], [10:0-5-2,Edge]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.790.650.59
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.37-0.590.08
0.03
(loc)12-1412-1410
14-17
l/defl>968>610n/a
>999
L/d240180n/a
360
PLATES
MT20MT20HS
Weight: 157 lb FT = 4%
GRIP
197/144148/108
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=2191/0-5-8 (min. 0-3-7), 10=2191/0-5-8 (min. 0-3-7)Max Horz2=-257(LC 6)
Max Uplift2=-71(LC 8), 10=-71(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1296/14, 3-4=-2692/350, 4-5=-2467/436, 5-23=-2307/448, 6-23=-2238/476, 6-24=-2238/476, 7-24=-2306/448, 7-8=-2467/436, 8-9=-2692/350, 9-10=-1296/14BOT CHORD 2-25=-210/2001, 25-26=-119/2001, 14-26=-119/2001, 14-27=0/1375, 13-27=0/1375, 13-28=0/1375, 12-28=0/1375,
12-29=-119/2001, 29-30=-119/2001, 10-30=-162/2001
WEBS 6-12=-202/1169, 8-12=-686/303, 6-14=-202/1169, 4-14=-686/303
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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 71 lb uplift atjoint 10.9) 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
14121321B
Truss
T03A
Truss Type
COMMON
Qty
9
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:68.5
T2 T3
B1
W2
W1
W2
W1
HW1
HW2
T1 T4
B2
1 2
3
4
5
6
7
8
9
10
13 12 11
22 23
24 25 26 27 28 29
4x6
6x6
5x6
4x10
4x6
3x12 MT18HS 4x4
1.5x3
4x4
1.5x3
5x16
5x6
10-0-0
10-0-0
20-0-0
10-0-0
29-7-8
9-7-8
-1-0-01-0-0 7-8-07-8-0 15-0-07-4-0 22-4-07-4-0 29-7-87-3-8
1-0-012-3-012-6-141-3-69.00 12
Plate Offsets (X,Y)-- [2:0-5-2,Edge], [10:0-8-8,Edge]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.840.660.59
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.40-0.640.11
0.03
(loc)11-1311-1310
13-16
l/defl>881>553n/a
>999
L/d240180n/a
360
PLATES
MT20MT18HS
Weight: 156 lb FT = 4%
GRIP
197/144197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=2166/0-5-8 (min. 0-3-6), 10=2070/MechanicalMax Horz2=270(LC 7)
Max Uplift2=-70(LC 8), 10=-37(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1276/13, 3-4=-2656/345, 4-5=-2430/432, 5-22=-2253/445, 6-22=-2203/472, 6-23=-2143/464, 7-23=-2199/436, 7-8=-2360/424, 8-9=-2595/341, 9-10=-633/0BOT CHORD 2-24=-222/1972, 24-25=-167/1972, 13-25=-167/1972, 13-26=0/1344, 12-26=0/1344, 12-27=0/1344, 11-27=0/1344,
11-28=-158/1892, 28-29=-158/1892, 10-29=-164/1892
WEBS 6-11=-189/1056, 8-11=-598/291, 6-13=-202/1162, 4-13=-673/303
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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf.
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) 2, 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.
LOAD CASE(S)Standard
Job
14121321B
Truss
T03SGE
Truss Type
GABLE
Qty
1
Ply
1
Beaver Brook Northampton, MA
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Scale = 1:70.3
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
ST6
ST4
ST5
ST2
ST3
ST1
ST4
ST5
ST2
ST3
ST1
ST7
ST8
ST9
ST10
12
3
4
5
6
7
8
9
10
11
14 13 12
47
48
49 50 51 52 53 54
5x6
10x12
5x6
4x10
4x6
3x10 MT20HS 4x4 4x4 4x10
4x6
4x10
4x10 3x4
4x10
4x10 4x10
10-0-0
10-0-0
20-0-0
10-0-0
30-0-0
10-0-0
-1-0-01-0-0 7-8-07-8-0 15-0-07-4-0 22-4-07-4-0 30-0-07-8-0 31-0-01-0-0
1-0-012-3-012-6-141-0-09.00 12
Plate Offsets (X,Y)-- [2:0-5-2,Edge], [6:0-7-8,0-4-0], [10:0-5-2,Edge]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.790.650.59
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.37-0.590.08
0.03
(loc)12-1412-1410
14-41
l/defl>968>610n/a
>999
L/d240180n/a
360
PLATES
MT20MT20HS
Weight: 238 lb FT = 4%
GRIP
197/144148/108
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST6,ST5,ST2,ST8: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=2191/0-5-8 (min. 0-3-7), 10=2191/0-5-8 (min. 0-3-7)Max Horz2=-257(LC 6)
Max Uplift2=-71(LC 8), 10=-71(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1296/14, 3-4=-2692/350, 4-5=-2467/436, 5-47=-2306/448, 6-47=-2238/476, 6-48=-2238/476, 7-48=-2306/448, 7-8=-2467/436, 8-9=-2692/350, 9-10=-1296/14BOT CHORD 2-49=-210/2001, 49-50=-119/2001, 14-50=-119/2001, 14-51=0/1375, 13-51=0/1375, 13-52=0/1375, 12-52=0/1375, 12-53=-119/2001, 53-54=-119/2001, 10-54=-162/2001
WEBS 6-12=-202/1169, 8-12=-686/303, 6-14=-202/1169, 4-14=-686/303
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
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, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 71 lb uplift at
joint 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
14121321B
Truss
T03AGE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:50:42 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-BWF5YMdEfTvaB61hyctQLB5W4yucgOkKPxxW8Jy6kZx
Scale = 1:68.7
T2
T3
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1HW1
HW2
T1
T4
B2
1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
17
18
19 20
34 33 32 31 30 29 28 27 26 25 24 23 22 21
35 36
4x6
6x6
4x6
3x8
4x4
3x4
3x10 MT20HS
5x6
29-7-8
29-7-8
-1-0-01-0-0 15-0-015-0-0 29-7-814-7-8
1-0-012-3-012-6-141-3-69.00 12
Plate Offsets (X,Y)-- [2:0-4-10,0-1-12], [20:0-7-8,0-0-7]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.080.030.19
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.01
(loc)1120
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20MT20HS
Weight: 212 lb FT = 4%
GRIP
197/144148/108
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 *Except*
ST2,ST1,ST8,ST15: 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x8 SP No.1 1-11-12
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 1 Row at midpt 11-28, 10-29, 8-30, 12-26, 13-25
REACTIONS.All bearings 29-7-8.(lb) - Max Horz2=274(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 20 except
34=-102(LC 8), 21=-117(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 28, 31, 32, 33, 24, 23, 22, 20 except 2=327(LC 1),
29=347(LC 2), 30=320(LC 2), 34=315(LC 2), 26=354(LC 3), 25=335(LC 3), 21=294(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-281/165, 3-4=-269/174, 10-11=-158/267, 11-12=-163/267
WEBS 10-29=-307/45, 8-30=-280/108, 4-34=-254/163, 12-26=-314/45, 13-25=-295/108
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangsnon-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x3 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) * 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) 2, 29, 30, 31, 32,
33, 26, 25, 24, 23, 22, 20 except (jt=lb) 34=102, 21=117.
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
14121321B
Truss
T04GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:54:28 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-Z?vXzeM_RvNWJqJ7B4xQVsS813?fdcobN6gU4Dy6kWP
Scale = 1:35.9
T1
T1
B1
ST3
ST2
ST1
ST2
ST1
HW1
HW1
1 2
3
4
5
6
7
8
9
10 11
16 15 14 13 12
17 18
6x6
3x8
4x4
3x8
4x4
15-0-0
15-0-0
-1-0-01-0-0 7-6-07-6-0 15-0-07-6-0 16-0-01-0-0
1-0-06-7-86-11-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-4-10,0-1-12], [10:0-4-10,0-1-12]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.080.080.12
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)111110
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20
Weight: 87 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST3: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.All bearings 15-0-0.(lb) - Max Horz2=-142(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15, 16, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 14 except 2=371(LC 1), 10=371(LC 1), 15=279(LC 2),
16=376(LC 2), 13=279(LC 3), 12=376(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 5-15=-253/74, 4-16=-304/167, 7-13=-253/74, 8-12=-304/167
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2)
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 15, 16, 13,12.12) 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
14121321B
Truss
T04
Truss Type
COMMON
Qty
4
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:53:54 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-ZSshq0ygRT5KEciaCxKS7h2CuLGWfEYbZpRhtBy6kWx
Scale = 1:37.6
T1 T1
B1
W1
HW1
HW11
2
3
4
5
6
7
8
17 18
19 20
4x8
4x4
4x8
4x4
1.5x3
6x6
7-6-0
7-6-0
15-0-0
7-6-0
-1-0-01-0-0 7-6-07-6-0 15-0-07-6-0 16-0-01-0-0
1-0-06-7-86-11-61-0-09.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-8], [6:0-4-2,0-0-8]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.640.670.11
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.11-0.180.05
0.05
(loc)8-158-152
8-11
l/defl>999>991n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 70 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=1132/0-5-8 (min. 0-1-12), 6=1132/0-5-8 (min. 0-1-12)Max Horz2=-128(LC 6)
Max Uplift2=-51(LC 8), 6=-51(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-474/0, 3-17=-1074/124, 4-17=-874/140, 4-18=-874/140, 5-18=-1074/124, 5-6=-474/0BOT CHORD 2-19=-120/707, 8-19=0/707, 8-20=0/707, 6-20=-119/707WEBS4-8=0/434
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 100 lb uplift at joint(s) 2, 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
14121321B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:54:32 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-Sm92p0PVU8uxnScuQw?MficmrgNLZQdBIjehD_y6kWL
Scale = 1:30.2
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9 10
3x4
4x4
3x4
1.5x3 1.5x3
1.5x3
1.5x3
1.5x3
14-0-15
14-0-15
7-0-77-0-7 14-0-157-0-7
0-0-45-3-60-0-49.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.350.100.13
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 5
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 44 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud
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 bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS.All bearings 14-0-4.(lb) - Max Horz1=-114(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=326(LC 1), 8=531(LC 2), 6=531(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-458/205, 4-6=-458/205
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) 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, 8, 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
14121321B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:54:36 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-KXOZfNS0YNONG3wffm4IqYnOeHj0VExmDLcvMly6kWH
Scale = 1:22.0
T1 T1
B1
ST1
1
2
3
4
5 6
2x4
4x4
2x4 1.5x3
10-0-15
10-0-15
5-0-75-0-7 10-0-155-0-7
0-0-43-9-60-0-49.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.610.180.11
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 3
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 28 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud
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 bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS.(lb/size)1=322/10-0-4 (min. 0-1-12), 3=322/10-0-4 (min. 0-1-12), 4=460/10-0-4 (min. 0-1-12)Max Horz1=-79(LC 6)Max Uplift1=-25(LC 8), 3=-31(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-345/74
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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
Beaver Brook Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Dec 21 13:54:44 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-54tbK6Y1fqOEEIXB7RDA8E6sXVQ8Ntay2bYKeHy6kW9
Scale = 1:14.9
T1 T1
B1
1
2
3
4
5
2x4
3x4
2x4
6-0-15
6-0-15
3-0-73-0-7 6-0-153-0-7
0-0-42-3-60-0-49.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8]
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
2-0-01.151.15YES
IRC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.170.290.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 14 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud
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 bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=312/6-0-4 (min. 0-1-8), 3=312/6-0-4 (min. 0-1-8)Max Horz1=-45(LC 6)
Max Uplift1=-7(LC 8), 3=-7(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-4=-279/68, 3-5=-279/68
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard