15111059B-Derman_Village Hill-Boilards-123015-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-10-00
24 IN. OC
END CUT RETURN
PLUMB
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
476 Oak Street PO Box 51065
Indian Orchard, MA 01151
A. Boilards Sons, Inc.SOLD
TO (413) 543-4100
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
01/21/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
ENANINDA
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15111059B
Brian Tetreault
Massachusetts /
/ /
Rich Wurst
(413) 348--8132
PAGE 1
SPECIAL INSTRUCTIONS:
*Based on plans dated 1/6/15. *Roof trusses at 24" o.c. spacing (not 24" as per plans). *Verify porch ceiling detail. *No garage.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Ashbee
Derman Lot A17 Village Hill
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT #A17 SUBDIV:Village Hill
DATE12/30/15
Lot A17 Village Hill
Northampton, MA 01062
Derman Derman Lot A17
Rich Wurst
12/30/15
12/30/15
/ /
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
8.00 0.00 14-00-00 2 X 4 2 X 8
COMMON
2 Ply 14-00-00
T01GE 8.00 0.00 12-00-00 00-08-00 00-08-002 X 6 2 X 4
COMMON
1 12-00-00
T02 8.00 0.00 14-00-00 00-08-00 00-08-002 X 6 2 X 4
COMMON
2 14-00-00
T02GE 8.00 0.00 14-00-00 00-08-00 00-08-002 X 6 2 X 4
COMMON
1 14-00-00
T03 8.00 0.00 36-04-08 01-08-002 X 6 2 X 4
COMMON
1 36-04-08
T03A 8.00 0.00 36-04-08 00-08-002 X 6 2 X 4
COMMON
4 36-04-08
T03AGE 8.00 0.00 36-04-08 00-08-002 X 6 2 X 4
COMMON
1 36-04-08
T04 8.00 0.00 35-06-00 04-02-1201-08-00 00-08-002 X 6 2 X 4
ROOF
1 35-06-00
T04A 8.00 0.00 35-06-00 04-02-1200-08-002 X 6 2 X 4
ROOF
7 35-06-00
T04AGE 8.00 0.00 35-06-00 00-08-002 X 6 2 X 4
ROOF
1 35-06-00
V01 8.00 0.00 09-07-08 2 X 4 2 X 4
VALLEY
1 09-07-08
V02 8.00 0.00 05-07-08 2 X 4 2 X 4
VALLEY
1 05-07-08
V03GE 8.00 0.00 19-06-00 2 X 4 2 X 4
GABLE
1 19-06-00
V04 8.00 0.00 15-07-08 2 X 4 2 X 4
VALLEY
1 15-07-08
V05 8.00 0.00 11-07-08 2 X 4 2 X 4
VALLEY
1 11-07-08
V06 8.00 0.00 07-07-08 2 X 4 2 X 4
VALLEY
1 07-07-08
V07 8.00 0.00 03-07-08 2 X 4 2 X 4
VALLEY
1 03-07-08
V08 8.00 0.00 09-09-00 2 X 4 2 X 4
VALLEY
1 09-09-00
V09 8.00 0.00 05-09-00 2 X 4 2 X 4
VALLEY
1 05-09-00
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-10-00
24 IN. OC
END CUT RETURN
PLUMB
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
476 Oak Street PO Box 51065
Indian Orchard, MA 01151
A. Boilards Sons, Inc.SOLD
TO (413) 543-4100
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
01/21/16
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
ENANINDA
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15111059B
Brian Tetreault
Massachusetts /
/ /
Rich Wurst
(413) 348--8132
PAGE 2
SPECIAL INSTRUCTIONS:
*Based on plans dated 1/6/15. *Roof trusses at 24" o.c. spacing (not 24" as per plans). *Verify porch ceiling detail. *No garage.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Ashbee
Derman Lot A17 Village Hill
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT #A17 SUBDIV:Village Hill
DATE12/30/15
Lot A17 Village Hill
Northampton, MA 01062
Derman Derman Lot A17
Rich Wurst
12/30/15
12/30/15
/ /
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
HUS26Hanger 6
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 6Truss ListTruss Qty SpanG02 2 14' 0"T01GE 1 12' 0"T02 2 14' 0"T02GE 1 14' 0"T03 1 36' 4 1/2"T03A 4 36' 4 1/2"T03AGE 1 36' 4 1/2"T04 1 35' 6"T04A 7 35' 6"T04AGE 1 35' 6"V01 1 9' 8 1/4"V02 1 5' 8 1/4"V03GE 1 19' 6 3/4"V04 1 15' 8 1/4"V05 1 11' 8 1/4"V06 1 7' 8 1/4"V07 1 3' 8 1/4"V08 1 9' 9 3/4"V09 1 5' 9 3/4"Verify porch ceiling detail(see truss drawing for carried condition)BBO1T01GET02GET02T02G02T03AGET03T04T04AGEV01V02V03GEV04V05V06V07V08V09CP1CP2T03A(4)T04A(7)36' 6"6' 0" 42' 6"12' 0"16' 0"14' 0"14' 0"1' 0"4' 0" 37' 6"9' 0" 5' 0"8"1' 0"28' 0"28' 0 1/4"14' 0"14' 0"17' 9"18' 9"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" 1' 11 1/4"2' 0" 2' 0" 2' 0" Roof Area 1446.89Sheathing Count 50Overhang Lines 60.67Raked Lines 148.59Ridge Lines 59.33Hip Lines 0Valley Lines 70.88THIS 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 UFPDerman Lot A17/PecoyVillage Hill Northampton, MA12/30/15For Approval15111059BThe following information is anapproximate and NOT guaranteed
Job
15111059B
Truss
T01GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:18:39 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-JCEvGA?U0S9SEWlNLHj_K7_cBQhsaANzifzRH4y3lRU
Scale = 1:34.2
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST11
2
3
4
5
6
7
8 9
16 15 14 13 12 11 10
17 18
2x4
2x4
6x6
2x4
2x4
12-0-0
12-0-0
-0-8-00-8-0 6-0-06-0-0 12-0-06-0-0 12-8-00-8-0
1-10-05-10-01-10-08.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.150.060.11
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
-0.00-0.000.00
(loc)
9910
l/defl
n/rn/rn/a
L/d
18080n/a
PLATES
MT20
Weight: 66 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF StudOTHERS2x4 SPF No.2 or 2x4 SPF Stud
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 bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 12-0-0.(lb) - Max Horz16=-119(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 10, 14, 12 except 16=-101(LC 6), 15=-121(LC 7), 11=-117(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 15, 11 except 14=293(LC 2), 12=293(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-14=-254/104, 6-12=-254/104
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 widewill 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) 10, 14, 12 except(jt=lb) 16=101, 15=121, 11=117.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T02GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:20:08 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-DK6Yxc4J3oNqPB3U2TpsRuAqOJ2UwQ749?1evPy3lQ5
Scale = 1:37.9
W1
T1
T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
1011
20 19 18 17 16 15 14 13 12
21 22
2x4
2x4
6x6
2x4
2x4
14-0-0
14-0-0
-0-8-00-8-0 7-0-07-0-0 14-0-07-0-0 14-8-00-8-0
1-10-06-6-01-10-08.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.170.070.12
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
-0.00-0.000.00
(loc)
111112
l/defl
n/rn/rn/a
L/d
18080n/a
PLATES
MT20
Weight: 80 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF StudOTHERS2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST4: 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 bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 14-0-0.(lb) - Max Horz20=-139(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-193(LC 6), 12=-181(LC 7), 19=-170(LC
7), 13=-161(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 19, 13 except 17=301(LC 2), 18=253(LC 2), 15=301(LC 3), 14=253(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-80/261, 6-7=-80/261
WEBS 5-17=-261/96, 7-15=-261/96
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 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) 17, 18, 15, 14
except (jt=lb) 20=193, 12=181, 19=170, 13=161.13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI1.14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15111059B
Truss
T02
Truss Type
Common
Qty
2
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:19:56 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-Z0O0QVxnu7sXzL8ALyb1yMgfRTtn7_DJP860U6y3lQH
Scale = 1:36.4
T1 T1
B1
W3
W1 W2 W1W2
1
2
3
4 5
8 7 6
9 10
2x4 2x4 4x8
6x6
4x6 4x6
7-0-0
7-0-0
14-0-0
7-0-0
-0-8-00-8-0 7-0-07-0-0 14-0-07-0-0 14-8-00-8-0
1-10-06-6-01-10-08.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-2-14,0-2-0]
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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.680.390.12
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.06-0.150.00
0.00
(loc)7-87-86
7
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20
Weight: 74 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-3 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)8=904/0-5-8 (min. 0-1-8), 6=904/0-5-8 (min. 0-1-8)
Max Horz8=-139(LC 6)
Max Uplift8=-104(LC 8), 6=-104(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-9=-728/169, 3-9=-545/183, 3-10=-545/183, 4-10=-728/169, 2-8=-852/281, 4-6=-852/281WEBS2-7=-3/488, 4-7=-3/488
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=104, 6=104.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
G02
Truss Type
Common Girder
Qty
1
Ply
2
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:55 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-HiSnYpTuyjm28BrmQemRI1Vmzlp0vdXeLVB1uNy3lHs
Scale = 1:38.2
T1
T1
B1
W5
W4 W3W4W3
W1 W2 W1W2
1
2
3
4
5
10 9 8 7 6
11 12
13 14 15 16 17
5x12 MT18HS
5x6
5x12 MT18HS
3x6
3x4 10x12
3x6
8x8
3x6
8x8 HUS26
HUS26
HUS26
HUS26 HUS26
HUS26
3-7-12
3-7-12
7-0-0
3-4-4
10-4-4
3-4-4
14-0-0
3-7-12
3-7-123-7-12 7-0-03-4-4 10-4-43-4-4 14-0-03-7-12
1-10-06-6-01-10-08.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-3-4,0-2-8], [5:0-3-8,Edge], [7:0-3-8,0-5-12], [8:0-6-0,0-5-12], [9:0-3-8,0-5-12]
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
2-0-01.151.15NO
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.640.510.70
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.07-0.110.01
0.02
(loc)7-87-86
8
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20MT18HS
Weight: 195 lb FT = 4%
GRIP
197/144197/144
LUMBER-
TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP No.1WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W5,W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)10=6845/0-5-8 (min. 0-5-6), 6=6653/0-5-8 (min. 0-5-3)
Max Horz10=140(LC 6)Max Uplift10=-601(LC 7), 6=-584(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6425/580, 2-11=-5367/522, 3-11=-5262/537, 3-12=-5262/537, 4-12=-5367/522, 4-5=-6388/577, 1-10=-5879/531,
5-6=-5845/528
BOT CHORD 9-14=-504/5291, 8-14=-504/5291, 8-15=-449/5260, 15-16=-449/5260, 7-16=-449/5260WEBS3-8=-533/5546, 4-8=-1376/205, 4-7=-106/1280, 2-8=-1423/209, 2-9=-110/1336, 1-9=-489/5729, 5-7=-486/5696
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 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 C; 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 C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
10=601, 6=584.10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI1.
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 1-11-4 from
the left end to 11-11-4 to connect truss(es) T04A (1 ply 2x4 SPF) to back 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, 6-10=-20
Continued on page 2
Job
15111059B
Truss
G02
Truss Type
Common Girder
Qty
1
Ply
2
Lot A17 Village Hill Northampton, MA
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LOAD CASE(S)Standard
Concentrated Loads (lb)
Vert: 9=-1975(B) 13=-1975(B) 14=-1975(B) 15=-1975(B) 16=-1975(B) 17=-1975(B)
Job
15111059B
Truss
T03
Truss Type
COMMON
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
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Scale = 1:81.2
T2 T3
B1
W3
W4
W5
W6
W7
W1
W2
T1 T4
B2B1 HW2
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
20
21 22
4x8
6x6
5x10
4x6 3x6
4x6
4x6
3x8
4x6
1.5x3
5x10
5x16
5x8
3x10 MT20HS
9-0-4
9-0-4
17-9-0
8-8-12
26-11-0
9-2-0
36-4-8
9-5-8
-1-8-01-8-0 9-0-49-0-4 17-9-08-8-12 26-11-09-2-0 36-4-89-5-8
1-10-013-8-01-3-08.00 12
Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [9:0-8-6,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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.900.730.75
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.25-0.450.14
0.05
(loc)12-1411-129
11-12
l/defl>999>972n/a
>999
L/d240180n/a
360
PLATES
MT20MT20HS
Weight: 200 lb FT = 4%
GRIP
197/144148/108
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except* T3,T4: 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1,EV2: 2x6 SPF No.2, WCR2: 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Right 2x8 SP No.1 2-5-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 3-12, 5-12, 7-12
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=2574/0-5-8 (min. 0-4-1), 9=2494/0-4-0 (min. 0-3-15)
Max Horz15=386(LC 7)Max Uplift15=-274(LC 8), 9=-193(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2992/656, 3-4=-2319/634, 4-20=-2142/647, 5-20=-2061/678, 5-6=-2061/672,
6-7=-2320/642, 7-8=-3353/710, 8-9=-586/4, 2-15=-2500/669
BOT CHORD 14-15=-422/420, 14-21=-354/2290, 13-21=-354/2290, 12-13=-354/2290, 12-22=-417/2587,
11-22=-417/2587, 10-11=-417/2587, 9-10=-417/2587WEBS3-12=-891/367, 5-12=-416/1430, 7-12=-1229/434, 7-11=0/442, 2-14=-221/2004
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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) 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 widewill 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 100 lb uplift at joint(s) except (jt=lb)
15=274, 9=193.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T03A
Truss Type
COMMON
Qty
4
Ply
1
Lot A17 Village Hill Northampton, MA
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Scale = 1:80.5
T2 T3
B1
W3
W4
W5
W6
W7
W1
W2 HW2
T1 T4
B3B2
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
20
21 22 23
4x10
6x6
5x10
3x6 3x6
4x6
4x6 3x8
4x6
1.5x3
5x12 MT18HS
5x16
5x8
3x10 MT20HS
9-0-4
9-0-4
17-9-0
8-8-12
26-11-0
9-2-0
36-4-8
9-5-8
-0-8-00-8-0 9-0-49-0-4 17-9-08-8-12 26-11-09-2-0 36-4-89-5-8
1-10-013-8-01-3-08.00 12
Plate Offsets (X,Y)-- [2:0-5-4,0-2-0], [9:0-8-6,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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.890.710.75
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.25-0.450.15
0.05
(loc)12-1410-129
10-12
l/defl>999>961n/a
>999
L/d240180n/a
360
PLATES
MT20MT20HSMT18HS
Weight: 198 lb FT = 4%
GRIP
197/144148/108197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except* T3,T4: 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
SLIDER Right 2x8 SP No.1 2-5-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 5-12, 7-12
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)15=2468/0-5-8 (min. 0-3-14), 9=2488/0-4-0 (min. 0-3-14)
Max Horz15=372(LC 7)
Max Uplift15=-227(LC 8), 9=-193(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3006/662, 3-20=-2324/637, 4-20=-2130/652, 4-5=-2065/681, 5-6=-2065/675,
6-7=-2324/645, 7-8=-3352/712, 8-9=-561/4, 2-15=-2395/604
BOT CHORD 14-15=-422/419, 14-21=-361/2304, 13-21=-361/2304, 12-13=-361/2304, 12-22=-420/2586,
11-22=-420/2586, 10-11=-420/2586, 10-23=-420/2586, 9-23=-420/2586
WEBS 3-12=-905/373, 5-12=-420/1436, 7-12=-1220/434, 7-10=0/437, 2-14=-210/1950
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 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 widewill 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 100 lb uplift at joint(s) except (jt=lb)15=227, 9=193.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T03AGE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:22:53 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-t3awZ14pCV9PiYACDdGYdhVz?pMM5_MM6AVtBLy3lNW
Scale = 1:76.4
W1
T2 T3
W2
B1
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST10
T1
T1
B2B1
SB1
1
2 3
4
5
6
7
8 9
10
11
12
13
14
15
16
17
18
19
20
21
2223
45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
3x4
3x4
4x8
6x6
4x8
3x4
3x4 3x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4 2x4
5x6 WB
36-4-8
36-4-8
-0-8-00-8-0 17-9-017-9-0 36-4-818-7-8
1-10-013-8-01-3-08.00 12
Plate Offsets (X,Y)-- [24:Edge,0-1-8], [27:0-3-0,0-0-4], [36:0-2-4,0-1-8]
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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.350.120.35
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.01
(loc)1124
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20
Weight: 267 lb FT = 4%
GRIP
197/144
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*
ST3,ST2,ST1,ST10: 2x4 SPF No.2 or 2x4 SPF Stud
SB1: 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 6-0-0 oc bracing.
WEBS 1 Row at midpt 12-35, 11-37, 10-38, 8-39, 13-34, 14-33,
16-32
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 36-4-8.
(lb) - Max Horz45=372(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 39, 40, 41, 42, 43, 34, 33, 32, 31, 30, 29, 28, 26 except 45=-175(LC 6), 24=-578(LC 7), 44=-214(LC 7), 25=-504(LC 6)Max Grav All reactions 250 lb or less at joint(s) 45, 40, 41, 42, 43, 44, 31, 30, 29, 28 except 24=667(LC 6),
35=331(LC 8), 37=364(LC 2), 38=350(LC 2), 39=265(LC 2), 34=363(LC 3), 33=354(LC 3), 32=273(LC 3),
26=250(LC 1), 25=442(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 6-7=-69/296, 7-8=-68/372, 8-9=-79/440, 9-10=-13/450, 10-11=-101/542, 11-12=-106/566, 12-13=-107/566, 13-14=-102/542, 14-15=-13/450, 15-16=-84/440,
16-17=-68/372, 17-18=-110/296, 18-19=-158/279, 19-20=-204/281, 20-21=-248/281,
21-22=-310/296, 22-23=-439/379, 23-24=-382/327
BOT CHORD 44-45=-234/272, 43-44=-234/272, 42-43=-234/272, 41-42=-234/272, 40-41=-234/272,
39-40=-234/272, 38-39=-234/272, 37-38=-234/272, 36-37=-234/272, 35-36=-234/272, 34-35=-234/272, 33-34=-234/272, 32-33=-234/272, 31-32=-234/272, 30-31=-234/272, 29-30=-234/272, 28-29=-234/272, 27-28=-234/272, 26-27=-234/272, 25-26=-234/272, 24-25=-234/272
WEBS 12-35=-452/0, 11-37=-324/24, 10-38=-310/148, 13-34=-323/48, 14-33=-314/148
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 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.Continued on page 2
Job
15111059B
Truss
T03AGE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:22:53 2015 Page 2 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-t3awZ14pCV9PiYACDdGYdhVz?pMM5_MM6AVtBLy3lNWNOTES-12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 38, 39, 40, 41, 42, 43, 34, 33, 32, 31, 30, 29, 28, 26
except (jt=lb) 45=175, 24=578, 44=214, 25=504.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T04
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:26:20 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-JubB0pafS6E11MV_rbU5WLaDyGvW5Ruqit8Kysy3lKH
Scale = 1:82.0
T2 T3
B1
B3
B4
W3
W4
W5 W6
W7
W9
W8
W1
W2
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
17 16 15 14 13 12
11
21 22
23 24
4x8
6x6
4x8
3x6 3x6 3x12 MT18HS
2x4
4x6
4x6
3x8 3x8 3x6
6x8
4x10
5x10
9-0-4
9-0-4
17-9-0
8-8-12
24-7-8
6-10-8
31-6-0
6-10-8
35-6-0
4-0-0
-1-8-01-8-0 9-0-49-0-4 17-9-08-8-12 24-7-86-10-8 31-6-06-10-8 35-6-04-0-0 36-2-00-8-0
1-10-013-8-00-7-01-3-08.00 12
Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [9:0-0-0,0-0-6], [11:0-5-8,0-4-0], [16:0-3-8,0-1-8]
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
2-0-01.151.15YES
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.850.460.98
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.19-0.320.04
0.03
(loc)14-1614-1612
14-16
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20MT18HS
Weight: 215 lb FT = 4%
GRIP
197/144197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2 or 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-11-0 oc bracing.
WEBS 1 Row at midpt 3-14, 5-14, 7-14, 7-13, 7-11
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)17=2171/0-5-8 (min. 0-3-7), 12=2637/0-5-8 (min. 0-4-2)
Max Horz17=369(LC 7)
Max Uplift17=-253(LC 8), 12=-365(LC 9)Max Grav17=2191(LC 2), 12=2637(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2465/519, 3-4=-1696/482, 4-21=-1518/495, 5-21=-1408/525, 5-6=-1408/545,
6-22=-1513/516, 7-22=-1604/510, 7-8=-81/617, 8-9=-296/563, 2-17=-2119/572
BOT CHORD 16-17=-407/412, 16-23=-229/1868, 15-23=-229/1868, 14-15=-229/1868, 14-24=-30/1199,
13-24=-30/1199, 11-12=-2582/846, 8-11=-656/384, 9-11=-333/309WEBS3-16=0/259, 3-14=-961/389, 5-14=-300/839, 11-13=-72/1242, 7-11=-2235/524, 2-16=-112/1643
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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) 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 widewill 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 100 lb uplift at joint(s) except (jt=lb)
17=253, 12=365.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T04A
Truss Type
ROOF SPECIAL
Qty
7
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:25:36 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-cQxYnm23paiHmb8XGMhmk3li4XuBnYxMa1U?PPy3lKz
Scale = 1:81.6
T2 T3
B1
B3
B4
W3
W4
W5 W6
W7
W9
W8
W1
W2
T1 T1
B2
1
2
3
4
5
6
7
89
16 15 14 13 12 11
10
20
21 22
5x12 MT18HS
6x6
4x8
3x6 3x6 3x12 MT18HS
2x4
4x6
4x6
4x6
3x8
3x6
6x8
4x10
6x8
9-0-4
9-0-4
17-9-0
8-8-12
24-7-8
6-10-8
31-6-0
6-10-8
35-6-0
4-0-0
9-0-49-0-4 17-9-08-8-12 24-7-86-10-8 31-6-06-10-8 35-6-04-0-0 36-2-00-8-0
1-10-013-8-00-7-01-3-08.00 12
Plate Offsets (X,Y)-- [8:0-0-0,0-0-6], [10:0-5-8,0-4-0]
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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix-M)
0.840.460.98
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.19-0.330.04
0.03
(loc)13-1513-1511
13-15
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20MT18HS
Weight: 211 lb FT = 4%
GRIP
197/144197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2 or 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-10-15 oc bracing.
WEBS 1 Row at midpt 2-13, 4-13, 6-13, 6-12, 6-10
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)16=1976/0-5-8 (min. 0-3-2), 11=2642/0-5-8 (min. 0-4-2)
Max Horz16=-372(LC 6)
Max Uplift16=-165(LC 8), 11=-365(LC 9)Max Grav16=1995(LC 2), 11=2642(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2477/517, 2-20=-1707/485, 3-20=-1456/503, 3-4=-1414/529, 4-5=-1414/546,
5-6=-1612/511, 6-7=-81/613, 7-8=-296/562, 1-16=-1924/451
BOT CHORD 15-16=-369/409, 15-21=-236/1893, 14-21=-236/1893, 13-14=-236/1893, 13-22=-31/1204,
12-22=-31/1204, 10-11=-2588/846, 7-10=-656/383, 8-10=-332/310WEBS2-15=0/256, 2-13=-987/399, 4-13=-307/856, 10-12=-73/1247, 6-10=-2241/525, 1-15=-196/1697
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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) 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 widewill 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 100 lb uplift at joint(s) except (jt=lb)
16=165, 11=365.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
T04AGE
Truss Type
ROOF SPECIAL SUPPORT
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:27:36 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-5WBvzoVKZSpF92JbIYrvbNkMVulfu_I0AiYLdSy3lJ5
Scale = 1:86.2
W1
T2
T3
B1
B3
B4
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3
ST10
ST11
T1
T1
B2
1 2
3
4
5
6
7
8 9
10
11
12
13
1415
16
17
18
19
20
21
2223
44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27
26
25
24
45
3x4
3x4
4x8
6x6
4x8
3x6 3x4
5x6
5x12 MT18HS
4x6
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
3x4
1.5x3
31-6-0
31-6-0
35-6-0
4-0-0
17-9-017-9-0 31-6-013-9-0 35-6-04-0-0 36-2-00-8-0
1-10-013-8-00-7-01-3-08.00 12
Plate Offsets (X,Y)-- [22:0-0-0,0-0-6], [35:0-2-4,0-1-8]
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
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.290.880.30
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.01-0.010.03
(loc)22-2322-2326
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20MT18HS
Weight: 268 lb FT = 4%
GRIP
197/144197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2 or 2x4 SPF Stud
WEBS 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 *Except*
ST3,ST2,ST1,ST10,ST11: 2x4 SPF No.2 or 2x4 SPF Stud
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, Except:
7-6-0 oc bracing: 26-27.
WEBS 1 Row at midpt 11-34, 10-36, 9-37, 7-38, 12-33, 13-32,
15-31
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 31-6-0.(lb) - Max Horz44=-374(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 27, 36, 37, 38, 39, 40, 41, 42, 33, 32, 31, 30, 29 except 44=-158(LC 6), 26=-808(LC 7), 43=-229(LC 7), 28=-588(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 44, 27, 39, 40, 41, 42, 30, 29 except 26=1331(LC 1),
34=306(LC 8), 36=369(LC 2), 37=354(LC 2), 38=276(LC 2), 43=308(LC 1), 33=373(LC 3), 32=343(LC 3),
31=263(LC 3), 28=655(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 6-7=-25/291, 7-45=-45/359, 8-45=0/364, 8-9=0/369, 9-10=-60/459, 10-11=-69/490,
11-12=-29/490, 12-13=-17/459, 13-14=-22/369, 14-15=-27/359, 15-16=-74/291,
16-17=-121/253, 17-18=-175/263, 18-19=-190/254, 19-20=-93/304, 20-21=-256/526,
21-22=-253/410
BOT CHORD 43-44=-209/277, 42-43=-209/277, 41-42=-209/277, 40-41=-209/277, 39-40=-209/277, 38-39=-209/277, 37-38=-209/277, 36-37=-209/277, 35-36=-209/277, 34-35=-209/277, 33-34=-209/277, 32-33=-209/277, 31-32=-209/277, 30-31=-209/277, 29-30=-209/277, 28-29=-209/277, 27-28=-294/248, 19-26=-838/633, 25-26=-321/272, 24-25=-321/272,
22-24=-321/272
WEBS 11-34=-380/0, 10-36=-329/34, 9-37=-314/144, 12-33=-333/50, 13-32=-303/144,
20-25=-435/274, 19-28=-670/663
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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) All plates are MT20 plates unless otherwise indicated.
7) All plates are 2x4 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.
Continued on page 2
Job
15111059B
Truss
T04AGE
Truss Type
ROOF SPECIAL SUPPORT
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:27:36 2015 Page 2 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-5WBvzoVKZSpF92JbIYrvbNkMVulfu_I0AiYLdSy3lJ5NOTES-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) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 36, 37, 38, 39, 40, 41, 42, 33, 32, 31, 30, 29 except(jt=lb) 44=158, 26=808, 43=229, 28=588.13) Non Standard bearing condition. Review required.14) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15111059B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:27:39 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-V4s2bpYDrNBq0V19zhPcD?Mol6ye5OEStgm0Emy3lJ2
Scale = 1:19.5
T1 T1
B1
ST1
1
2
3
4
5 6
2x4
4x4
2x4 1.5x3
9-8-4
9-8-4
4-10-24-10-2 9-8-44-10-2
0-0-43-2-120-0-48.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.540.160.09
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: 26 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=295/9-7-8 (min. 0-1-10), 3=295/9-7-8 (min. 0-1-10), 4=457/9-7-8 (min. 0-1-10)Max Horz1=-89(LC 6)Max Uplift1=-46(LC 8), 3=-53(LC 9), 4=-2(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-348/118
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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, 4.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:27:46 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-oRnh3DdcCX4rMa4Wuf1F?U85IwK4EaQUUGztzsy3lIx
Scale = 1:13.2
T1 T1
B1
1
2
3
4
5
2x4
3x4
2x4
5-8-4
5-8-4
2-10-22-10-2 5-8-42-10-2
0-0-41-10-120-0-48.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.140.240.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 13 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 5-8-4 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=283/5-7-8 (min. 0-1-8), 3=283/5-7-8 (min. 0-1-8)Max Horz1=-48(LC 6)
Max Uplift1=-25(LC 8), 3=-25(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-4=-265/98, 3-5=-265/98
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 Building Code section 2306.1 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
15111059B
Truss
V03GE
Truss Type
GABLE
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:01 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-sJBMCLp0g8zifujOGIom6eGf2zU9FKmiw56A?Vy3lIi
Scale = 1:37.5
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B1
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17 18
3x4
4x4
3x4
5x6
19-6-12
19-6-12
9-9-69-9-6 19-6-129-9-6
0-0-46-6-40-0-48.00 12
Plate Offsets (X,Y)-- [13:0-3-0,0-3-0]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.170.070.15
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 9
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 77 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 *Except*
ST4: 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 bracing
be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 19-6-12 except (jt=length) 1=-0-0-1 (input: 19-6-12), 9=-0-0-1 (input: 19-6-12), 13=-0-0-1 (input: 19-6-12), 14=-0-0-1 (input: 19-6-12), 15=-0-0-1 (input: 19-6-12), 16=-0-0-1 (input: 19-6-12),
12=-0-0-1 (input: 19-6-12), 11=-0-0-1 (input: 19-6-12), 10=-0-0-1 (input: 19-6-12).
(lb) - Max Horz1=-190(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 15, 12, 11 except 16=-104(LC 8), 10=-104(LC 9)Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 15, 11 except 14=344(LC 2), 16=404(LC 1), 12=344(LC3), 10=404(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-14=-299/123, 2-16=-320/187, 6-12=-299/123, 8-10=-320/187
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) All plates are 1.5x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 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) 1, 9, 13, 14, 15, 16, 12, 11, 10 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) 1, 14, 15, 12, 11except (jt=lb) 16=104, 10=104.10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI1.
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
15111059B
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:17 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-OO9PZp?2v2_RaLxTCg4Xl0wL3Qxb?Z32ca_0ZZy3lIS
Scale = 1:30.0
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
15-8-4
15-8-4
7-10-27-10-2 15-8-47-10-2
0-0-45-2-120-0-48.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.360.090.13
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: 48 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 15-7-8.(lb) - Max Horz1=-151(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-149(LC 8), 6=-149(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=330(LC 1), 8=584(LC 2), 6=584(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-251/5, 2-8=-502/280, 4-6=-502/280
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 except (jt=lb)8=149, 6=149.8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:13 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-WdwvkRyYrqU?5keizq0bbAmfepaW3mbThy0pQoy3lIW
Scale = 1:22.5
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
11-8-4
11-8-4
5-10-25-10-2 11-8-45-10-2
0-0-43-10-120-0-48.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.320.100.10
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: 33 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 11-7-8.(lb) - Max Horz1=-110(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-140(LC 8), 6=-140(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=343(LC 1), 8=509(LC 2), 6=509(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-258/32, 2-8=-443/266, 4-6=-443/266
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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, 5 except (jt=lb)8=140, 6=140.8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:09 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-dsgOu4v1nbzac6Kwk_xfQKb?xCCg7y7tmL2bH1y3lIa
Scale = 1:16.6
T1 T1
B1
ST1
1
2
3
4
5
6
2x4
4x4
2x4 1.5x3
7-8-4
7-8-4
3-10-23-10-2 7-8-43-10-2
0-0-42-6-120-0-48.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.300.100.06
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: 20 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=227/7-7-8 (min. 0-1-8), 3=227/7-7-8 (min. 0-1-8), 4=352/7-7-8 (min. 0-1-8)Max Horz1=-69(LC 6)Max Uplift1=-35(LC 8), 3=-41(LC 9), 4=-2(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-268/94
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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, 4.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:06 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-DH?FG2t9Ugb?lfbM3sOxpizYl_BJwcNR4Npxgiy3lId
Scale = 1:8.3
T1 T1
B1
1
2
3
2x4
3x4
2x4
3-8-4
3-8-4
1-10-21-10-2 3-8-41-10-2
0-0-41-2-120-0-48.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.040.070.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 8 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-4 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=163/3-7-8 (min. 0-1-8), 3=163/3-7-8 (min. 0-1-8)Max Horz1=28(LC 7)
Max Uplift1=-15(LC 8), 3=-15(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 C; 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 C; 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 Building Code section 2306.1 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
15111059B
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:27 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-5JmBgE7KY7E0ntiOnmGt97L?MSKnL55Xv8PYw_y3lII
Scale = 1:19.7
T1 T1
B1
ST1
1
2
3
4
5 6
2x4
4x4
2x4 1.5x3
9-9-12
9-9-12
4-10-144-10-14 9-9-124-10-14
0-0-43-3-40-0-48.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.560.170.10
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: 26 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=299/9-9-0 (min. 0-1-11), 3=299/9-9-0 (min. 0-1-11), 4=464/9-9-0 (min. 0-1-11)Max Horz1=-91(LC 6)Max Uplift1=-46(LC 8), 3=-54(LC 9), 4=-3(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-353/119
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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, 4.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15111059B
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
Lot A17 Village Hill Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Dec 30 15:28:24 2015 Page 1 Universal Forest Products ID:59dCYiHnRZF_LWqvkF4rPdyKZfD-hl431C5RFCsRvQ_p6eiAXUjbaFIm8lq4DAAuJgy3lIL
Scale = 1:13.4
T1 T1
B1
1
2
3
4
5
2x4
3x4
2x4
5-9-12
5-9-12
2-10-142-10-14 5-9-122-10-14
0-0-41-11-40-0-48.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf)
TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress Incr
Code
2-0-01.151.15YES
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.150.250.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 3
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 13 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 5-9-12 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=291/5-9-0 (min. 0-1-8), 3=291/5-9-0 (min. 0-1-8)Max Horz1=-50(LC 6)
Max Uplift1=-26(LC 8), 3=-26(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-4=-272/100, 3-5=-272/100
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; 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 C; 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 Building Code section 2306.1 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