17A-062 243 Bridge Road Lamana-rk-063016-Truss Dwgs 16063719BOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 2 2
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
16063719B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Fortier Builders / Lamana's
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE06/30/16
243 Bridge Road
Northampton, MA
Fortier Builders / Lamana's
Andy Clogston
06/30/16
06/30/16
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID
TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
CJ01 4.24 0.00 07-05-00 01-01-142 X 4 2 X 4
DIAGONAL HIP
4 07-05-00
G01
2
6.00 0.00 26-05-00 00-10-082 X 4 2 X 6
HIP GIRDER
2 Ply 26-05-00
G06
1
6.00 0.00 21-09-00 00-10-08 00-10-082 X 6 2 X 8
COMMON
3 Ply 21-09-00
H02 6.00 0.00 26-05-00 00-10-082 X 4 2 X 4
HIP
2 26-05-00
H03 6.00 0.00 26-05-00 00-10-082 X 4 2 X 4
HIP
2 26-05-00
H04 6.00 0.00 26-05-00 00-10-082 X 4 2 X 4
HIP
2 26-05-00
J01 6.00 0.00 05-04-00 00-10-082 X 4 2 X 4
JACK-CLOSED
18 05-04-00
J02 6.00 0.00 03-02-15 00-10-082 X 4 2 X 4
JACK-OPEN
8 03-02-15
LAY0113.42 0.00 15-07-11 2 X 4 2 X 4
GABLE
2 15-07-11
T05 6.00 0.00 26-05-00 00-10-082 X 4 2 X 4
COMMON
4 26-05-00
T06 6.00 0.00 21-09-00 00-10-08 00-10-082 X 4 2 X 4
COMMON
3 21-09-00
V01 6.00 0.00 17-05-03 2 X 4 2 X 4
VALLEY
1 17-05-03
V02 6.00 0.00 13-05-03 2 X 4 2 X 4
VALLEY
1 13-05-03
V03 6.00 0.00 09-05-03 2 X 4 2 X 4
VALLEY
1 09-05-03
V04 6.00 0.00 05-05-03 2 X 4 2 X 4
VALLEY
1 05-05-03
V05 6.00 0.00 15-08-03 2 X 4 2 X 4
VALLEY
1 15-08-03
V06 6.00 0.00 11-08-03 2 X 4 2 X 4
VALLEY
1 11-08-03
V07 6.00 0.00 07-08-03 2 X 4 2 X 4
VALLEY
1 07-08-03
V08 6.00 0.00 03-08-03 2 X 4 2 X 4
VALLEY
1 03-08-03
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 2 2
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
16063719B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Fortier Builders / Lamana's
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE06/30/16
243 Bridge Road
Northampton, MA
Fortier Builders / Lamana's
Andy Clogston
06/30/16
06/30/16
/ /
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
HJC26Hanger 4
HUS28Hanger 10
JL26Hanger 14
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.
Job
16063719B
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:12:13 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-z9RKJr5uBiCP2_Qq9ta6MwVZL2MAwOTm3y9fwhz0gMW
Scale = 1:20.6
W1
T1
W7
B1W2
W3 W4
W5 W61
2
3
4
8
7
6 5
9
10
115x6
2x4
3x6
3x4
3x4
3x4
3x4
1-1-14
1-1-14
1-5-12
0-3-14
4-3-10
2-9-14
7-5-0
3-1-6
1-5-12
1-5-12
4-3-10
2-9-14
7-5-0
3-1-6
0-8-03-3-84.24 12
Plate Offsets (X,Y)-- [8:Edge,0-2-0]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.20
0.12
0.09
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.00
-0.01
0.00
0.00
(loc)6
5-6
5
6
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 31 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=525/0-7-12 (min. 0-1-8), 5=329/Mechanical
Max Horz7=89(LC 5)Max Uplift7=-91(LC 5), 5=-73(LC 5)Max Grav7=549(LC 2), 5=380(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-387/24, 3-9=-299/30
BOT CHORD 6-11=-75/325, 5-11=-75/325WEBS2-7=-472/81, 2-6=-22/381, 3-5=-385/89
NOTES-
1) 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
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 14 lb up at
4-8-2, and 38 lb down and 14 lb up at 4-8-2 on top chord, and 8 lb up at 4-8-2, and 8 lb up at 4-8-2 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-100, 5-8=-20
Continued on page 2
Job
16063719B
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1
243 Bridge Road Northampton, MA
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LOAD CASE(S)Standard
Concentrated Loads (lb)
Vert: 11=1(F=0, B=0)
Job
16063719B
Truss
G01
Truss Type
Hip Girder
Qty
2
Ply
2
243 Bridge Road Northampton, MA
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Scale = 1:46.6
T1
T2
T1
B1
W1 W2 W3 W2 W3 W2 W1
HW1
B2 HW21
2 3 4 5
6
12 11 10 9 8
21 22
23 24 25 26 27 28 29 7
4x6 4x6
5x6 5x12 MT18HS4x4
4x8
2x4 3x4
3x4
4x4 8x8
3x12 MT18HS HJC26
JL26 JL26
JL26 JL26 JL26
JL26 JL26
HJC26
24-8-11
0-10-8
0-10-8
5-4-0
4-5-8
10-6-7
5-2-7
15-10-9
5-4-3
21-1-0
5-2-7
25-6-8
4-5-8
26-5-0
0-10-8
5-4-0
5-4-0
10-6-7
5-2-7
15-10-9
5-4-3
21-1-0
5-2-7
26-5-0
5-4-0
0-8-03-2-53-4-00-8-03-2-56.00 12
Plate Offsets (X,Y)-- [1:0-3-9,0-11-0], [1:0-1-0,0-3-9], [6:0-1-3,0-2-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.72
0.76
0.60
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.28
-0.41
0.08
0.11
(loc)9-11
9-11
6
9-11
l/defl>999
>746
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT18HS
Weight: 228 lb FT = 4%
GRIP197/144
197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
WEDGELeft: 2x8 SP No.1, Right: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except
2-0-0 oc purlins (3-9-10 max.): 2-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)6=1751/Mechanical, 1=3058/0-5-8 (min. 0-2-9), 7=1205/0-5-8 (min. 0-1-8)
Max Horz1=37(LC 6)
Max Uplift6=-346(LC 6), 1=-574(LC 6), 7=-222(LC 8)
Max Grav6=1966(LC 15), 1=3249(LC 15), 7=1280(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-5004/931, 2-21=-4338/828, 3-21=-4343/827, 3-4=-8165/1485, 4-22=-4749/896,
5-22=-4744/896, 5-6=-5464/1001
BOT CHORD 1-12=-816/4432, 12-23=-1451/8114, 23-24=-1451/8114, 11-24=-1451/8114,
11-25=-1451/8114, 25-26=-1451/8114, 10-26=-1451/8114, 10-27=-1451/8114,
9-27=-1451/8114, 9-28=-1447/8165, 28-29=-1447/8165, 8-29=-1447/8165, 7-8=-848/4845,6-7=-848/4845WEBS2-12=-350/1857, 3-12=-4268/776, 3-11=-194/992, 4-9=-175/870, 4-8=-3867/702, 5-8=-378/1999
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: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply 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 andright exposed ; Lumber DOL=1.60 plate grip DOL=1.334) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-05) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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.10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
6=346, 1=574, 7=222.
Continued on page 2
Job
16063719B
Truss
G01
Truss Type
Hip Girder
Qty
2
Ply
2
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:12:28 2016 Page 2 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-12r?SzGIfJ5HLH3iYXLeT4d?Z5Kkx3CzVoHxyKz0gMHNOTES-12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 15-8-4 oc max. starting at 5-4-6 from the left end to 21-0-10 to connecttruss(es) J01 (1 ply 2x4 SPF), CJ01 (1 ply 2x4 SPF), J01 (1 ply 2x4 SPF), CJ01 (1 ply 2x4 SPF) to front face of bottom chord. 16) Use USP JL26 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-4-12 from the left end to 19-0-4 to connecttruss(es) J01 (1 ply 2x4 SPF) to front face of bottom chord.
17) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-100, 2-5=-100, 5-6=-100, 13-16=-20
Concentrated Loads (lb)
Vert: 12=-589(F) 8=-589(F) 23=-238(F) 24=-238(F) 25=-238(F) 26=-238(F) 27=-238(F) 28=-238(F) 29=-238(F)
Job
16063719B
Truss
G06
Truss Type
Common Girder
Qty
1
Ply
3
243 Bridge Road Northampton, MA
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Scale = 1:42.1
T1 T1
B1
W3
W2 W1W2W1
HW1 HW1
B2
1
2
3
4
5
9 8 7 6
20 21
22 23 24 25 26 27 28 29 30 31
7x14 MT20HS
6x6
3x6
3x8 10x12
4x4
3x6 4x10 6x12 4x10 6x12
HUS28
HUS28
HUS28
HUS28 HUS28
HUS28 HUS28 HUS28 HUS28
HUS28
0-10-8
0-10-8
5-6-11
4-8-3
10-10-8
5-3-13
16-2-5
5-3-13
20-10-8
4-8-3
21-9-0
0-10-8
5-6-11
5-6-11
10-10-8
5-3-13
16-2-5
5-3-13
21-9-0
5-6-11
0-8-06-1-40-8-06.00 12
Plate Offsets (X,Y)-- [1:0-1-0,0-1-12], [5:0-1-0,0-1-12], [6:0-5-8,0-1-8], [8:0-6-0,0-6-0], [9:0-4-8,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.60
0.50
0.75
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.15
-0.24
0.06
0.05
(loc)6-8
6-8
5
6-8
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
MT20HS
Weight: 410 lb FT = 4%
GRIP197/144
187/143
LUMBER-TOP CHORD 2x6 SPF No.2
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2
WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=10312/0-5-8 (min. 0-5-6), 5=9572/0-5-8 (min. 0-5-0)
Max Horz1=-77(LC 11)
Max Uplift1=-868(LC 7), 5=-809(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-14255/1230, 2-20=-11261/1010, 3-20=-11245/1030, 3-21=-11240/1029, 4-21=-11256/1010, 4-5=-14385/1232
BOT CHORD 1-22=-1092/12508, 22-23=-1092/12508, 9-23=-1092/12508, 9-24=-1092/12508,
24-25=-1092/12508, 25-26=-1092/12508, 8-26=-1092/12508, 8-27=-1021/12604,
27-28=-1021/12604, 7-28=-1021/12604, 7-29=-1021/12604, 6-29=-1021/12604,
6-30=-1021/12604, 30-31=-1021/12604, 5-31=-1021/12604WEBS3-8=-783/9159, 4-8=-3008/305, 4-6=-169/2883, 2-8=-2898/304, 2-9=-167/2720
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 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 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)
1=868, 5=809.10) 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.
Continued on page 2
Job
16063719B
Truss
G06
Truss Type
Common Girder
Qty
1
Ply
3
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:14:14 2016 Page 2 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-wRF4iDYohuSE3aA4lnFUmR08eqZgmzBatHzYgAz0gKdNOTES-12) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-12 from the left end to 18-10-4 to connect
truss(es) H02 (1 ply 2x4 SPF), H03 (1 ply 2x4 SPF), H04 (1 ply 2x4 SPF), T05 (1 ply 2x4 SPF), H04 (1 ply 2x4 SPF), H03 (1 ply 2x4 SPF), H02 (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): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-100, 3-5=-100, 10-15=-20
Concentrated Loads (lb)Vert: 22=-1611(B) 23=-1834(B) 24=-2058(B) 25=-1567(B) 26=-1567(B) 27=-1567(B) 28=-1567(B) 29=-2058(B) 30=-1834(B) 31=-1611(B)
Job
16063719B
Truss
H02
Truss Type
HIP
Qty
2
Ply
1
243 Bridge Road Northampton, MA
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Scale = 1:47.5
T1
T2
T1
B1W2
W3 W4
W5 W6 W7 W6 W5
W8
W1 HW2
B2
1 2
3
4 5 6
7
8
9
15 14 13 12 11 10
16 17
3x6
5x6 5x6
4x6
3x6
3x6
1.5x3
6x6
3x6
3x4 4x8
1.5x3
3x4
1.5x3
25-6-8
0-10-80-10-8
1-1-4
0-2-12
7-4-06-2-12 13-2-85-10-8 19-1-05-10-8 26-5-07-4-0
1-1-41-1-4 4-2-103-1-6 7-4-03-1-6 13-2-85-10-8 19-1-05-10-8 22-7-43-6-4 26-5-03-9-12
0-8-04-2-54-4-00-8-04-2-56.00 12
Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [9:0-3-9,0-1-5]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.74
0.65
0.60
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.17
-0.27
0.10
0.06
(loc)10-11
10-11
9
11
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 107 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2 *Except*
T2: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2SLIDERRight 2x4 SPF No.2 2-0-13
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1517/Mechanical, 14=1636/0-5-8 (min. 0-2-12)
Max Horz14=-61(LC 9)Max Uplift9=-111(LC 6), 14=-140(LC 8)Max Grav9=1631(LC 17), 14=1751(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-266/77, 3-4=-2356/635, 4-16=-3177/820, 5-16=-3183/820, 5-17=-3183/820,
6-17=-3177/820, 6-7=-2593/697, 7-8=-2536/764, 8-9=-2662/755BOT CHORD 13-14=-414/1767, 12-13=-388/2130, 11-12=-388/2130, 10-11=-449/2333, 9-10=-583/2178WEBS2-14=-454/195, 3-14=-2076/573, 3-13=-41/464, 4-11=-254/1263, 5-11=-1162/298, 6-11=-180/1018, 6-10=-10/347, 7-10=-397/187
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 gripDOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 9 and 140 lb uplift at
joint 14.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16063719B
Truss
H03
Truss Type
Hip
Qty
2
Ply
1
243 Bridge Road Northampton, MA
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Scale = 1:46.1
T1
T2
T1
B1W1
W2 W3
W4 W5 W5 W4
W6HW1
HW2B2
1
2
3
4 5 6
7
8
9
13 12 11 10
22 23
3x6
4x4 4x6
5x6
3x6
3x4
4x4
6x6
3x8
3x8
3x4
3x8
1.5x3
25-6-8
0-10-80-10-8
1-1-4
0-2-12
9-4-08-2-12 17-1-07-9-0 26-5-09-4-0
1-1-41-1-4 5-2-104-1-6 9-4-04-1-6 13-2-83-10-8 17-1-03-10-8 21-7-44-6-4 26-5-04-9-12
0-8-05-2-55-4-00-8-05-2-56.00 12
Plate Offsets (X,Y)-- [1:0-2-8,0-1-9], [9:0-3-5,0-0-9]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.82
0.85
0.99
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.15
-0.29
0.10
0.06
(loc)10-12
10-12
9
10-12
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 108 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 1-1-2, Right 2x4 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (3-11-13 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1516/Mechanical, 13=1654/0-5-8 (min. 0-3-3)
Max Horz13=-65(LC 6)Max Uplift9=-124(LC 9), 13=-163(LC 8)Max Grav9=1854(LC 17), 13=2023(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-95/385, 2-3=-453/85, 3-4=-2172/636, 4-22=-1796/612, 5-22=-1798/611,
5-23=-1943/647, 6-23=-1941/647, 6-7=-2347/665, 7-8=-2943/781, 8-9=-1163/117BOT CHORD 1-13=0/272, 12-13=-470/2033, 11-12=-447/2066, 10-11=-447/2066, 9-10=-606/2541WEBS2-13=-505/309, 3-13=-2171/606, 3-12=-276/181, 4-12=-117/499, 5-12=-563/147, 5-10=-417/131, 6-10=-109/508, 7-10=-679/248
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, Lu=50-0-0
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 9 and 163 lb uplift at
joint 13.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16063719B
Truss
H04
Truss Type
Hip
Qty
2
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:09:00 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-71GNorlqePuoOJAkMrds1D?REFIBCzuMgRvxeNz0gPX
Scale = 1:46.1
T1
T2
T3
B1W1W2
W3 W4
W5 W6 W5
W7 W8
HW1
HW2B2
1
2
3
4 5
6
7
8
14 13 12 11 10 9
23
24 25
26
4x4
5x6 4x6
5x6
3x6
3x4
4x10
3x6
4x8
3x4
3x4 3x8
3x4
1.5x3 25-6-8
0-10-80-10-8
1-1-4
0-2-12
6-2-105-1-6 11-4-05-1-6 15-1-03-9-0 20-7-45-6-4 26-5-05-9-12
1-1-41-1-4 6-2-105-1-6 11-4-05-1-6 15-1-03-9-0 20-7-45-6-4 26-5-05-9-12
0-8-06-2-56-4-00-8-06-2-56.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-0-4], [8:0-3-13,0-0-1], [13:0-3-8,0-2-0]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.77
0.88
0.66
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.15
-0.25
0.10
0.05
(loc)9-10
9-10
8
9-10
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 115 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2 *Except*
T3: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2SLIDERLeft 2x4 SPF No.2 1-1-2, Right 2x4 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins,
except
2-0-0 oc purlins (3-9-15 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)8=1516/Mechanical, 14=1654/0-5-8 (min. 0-3-9)Max Horz14=79(LC 7)Max Uplift8=-136(LC 9), 14=-177(LC 8)Max Grav8=2078(LC 17), 14=2267(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-126/466, 2-23=-2910/638, 3-23=-2585/651, 3-24=-2400/626, 4-24=-2196/638, 4-5=-2035/639, 5-25=-2278/649, 6-25=-2491/638, 6-26=-3077/759, 7-26=-3346/747, 7-8=-1264/240BOT CHORD 1-14=-19/257, 13-14=-97/504, 12-13=-471/2450, 11-12=-309/1965, 10-11=-309/1965,
9-10=-580/2873, 8-9=-580/2873
WEBS 2-14=-2087/589, 2-13=-389/1983, 3-13=-295/133, 3-12=-579/195, 4-12=-71/421,
4-10=-176/333, 5-10=-85/505, 6-10=-965/296
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, Lu=50-0-0
3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 8 and 177 lb uplift atjoint 14.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
16063719B
Truss
J01
Truss Type
JACK-CLOSED
Qty
18
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:09:40 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-ykhVCXEwDix7BTDQiELEfffOON7RaDEFtfb223z0gOv
Scale = 1:21.2
W1
T1
W3
B1
W2
1
2
3
6
5
4
7
3x6
3x4
2x4 1.5x3
1.5x3
0-10-8
0-10-8
5-4-0
4-5-8
5-4-0
5-4-0
0-8-03-4-06.00 12
Plate Offsets (X,Y)-- [6:0-3-8,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.30
0.18
0.05
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.01
-0.02
0.00
0.01
(loc)4-5
4-5
4
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 17 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=232/Mechanical, 5=373/0-5-8 (min. 0-1-8)
Max Horz5=89(LC 8)Max Uplift4=-64(LC 8), 5=-41(LC 8)Max Grav4=258(LC 2), 5=383(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-394/295
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 41 lb uplift at
joint 5.
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
16063719B
Truss
J02
Truss Type
JACK-OPEN
Qty
8
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:11 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-Yh3Di7cMvDrjPE5N0FOVQBRk?tjQLEIp?_bBemz0gOQ
Scale = 1:14.4
W1
T1
B1
W2
1
2
6
5
7
3
43x6
1.5x3
1.5x3
0-10-8
0-10-8
3-2-15
2-4-7
3-2-15
3-2-15
0-8-02-3-81-10-132-3-86.00 12
Plate Offsets (X,Y)-- [6:0-3-8,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.08
0.07
0.03
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.00
-0.00
-0.01
0.00
(loc)5
4-5
3
4-5
l/defl>999
>999
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 9 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=83/Mechanical, 4=15/Mechanical, 5=266/0-5-8 (min. 0-1-8)
Max Horz5=54(LC 8)Max Uplift3=-37(LC 8), 5=-36(LC 8)Max Grav3=88(LC 2), 4=33(LC 4), 5=268(LC 2)
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 gripDOL=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 36 lb uplift at
joint 5.
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
16063719B
Truss
LAY01
Truss Type
GABLE
Qty
2
Ply
1
243 Bridge Road Northampton, MA
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Scale = 1:51.6
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST11
2
3
4
5
6
7
8
9
16 15 14 13 12 11 103x4
4x4
3x4
15-7-11
15-7-11
7-9-13
7-9-13
15-7-11
7-9-13
8-8-1413.42 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.090.04
0.18
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
9
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 78 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-13
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.All bearings 15-7-11 except (jt=length) 1=-0-0-1 (input: 15-7-11), 9=-0-0-1 (input: 15-7-11), 13=-0-0-1
(input: 15-7-11), 14=-0-0-1 (input: 15-7-11), 15=-0-0-1 (input: 15-7-11), 16=-0-0-1 (input: 15-7-11),
12=-0-0-1 (input: 15-7-11), 11=-0-0-1 (input: 15-7-11), 10=-0-0-1 (input: 15-7-11).(lb) - Max Horz1=-266(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-132(LC 8), 15=-120(LC 8), 16=-116(LC 8), 12=-132(LC 9), 11=-120(LC 9), 10=-116(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 15, 16, 11, 10 except 14=311(LC 2), 12=311(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-314/137, 8-9=-314/81WEBS5-13=-254/0, 4-14=-271/229, 6-12=-271/229
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) 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 widewill 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, 9 except (jt=lb)
14=132, 15=120, 16=116, 12=132, 11=120, 10=116.
10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16063719B
Truss
T05
Truss Type
COMMON
Qty
4
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:11:20 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-0zkIBjSefQXxBqteZF7hjloLmh4L?JmztDpLZGz0gNL
Scale = 1:50.5
T1 T1
B1
W3
W2
W3
W2
W1
HW1 HW2B2
1
2
3
4
5
6
10 9 8 7
19 20
21 22
3x8
5x6
4x6
3x4
3x4 4x4
1.5x3
3x4
4x4
4x8
25-6-8
0-10-8
0-10-8
8-10-13
8-0-5
17-6-3
8-7-5
26-5-0
8-10-13
6-9-0
6-9-0
13-2-8
6-5-8
19-8-0
6-5-8
26-5-0
6-9-0
0-8-07-3-40-8-06.00 12
Plate Offsets (X,Y)-- [1:0-3-6,0-1-7], [3:0-3-8,0-2-8], [6:0-3-5,0-0-13]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.84
0.92
0.52
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.35
-0.54
0.09
0.05
(loc)7-9
7-9
6
7-9
l/defl>868
>565
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 103 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 1-3-13, Right 2x4 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 2-10
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=1587/Mechanical, 10=1732/0-5-8 (min. 0-2-11)
Max Horz10=-94(LC 6)Max Uplift6=-146(LC 9), 10=-187(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-347/100, 2-19=-2195/706, 3-19=-2038/732, 3-20=-2179/778, 4-20=-2332/752,
4-5=-2605/777, 5-6=-918/149
BOT CHORD 1-10=-369/530, 9-10=-508/1996, 9-21=-258/1494, 21-22=-258/1494, 8-22=-258/1494, 7-8=-258/1494, 6-7=-584/2238WEBS3-7=-265/964, 4-7=-664/361, 3-9=-187/740, 2-9=-443/290, 2-10=-2169/634
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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)6=146, 10=187.8) 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
16063719B
Truss
T06
Truss Type
Common
Qty
3
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:11:01 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-4J46CDDk8a8dPww_xlIERkW8P1gD2elAVlirOsz0gNe
Scale = 1:42.3
T1 T1
B1
W3
W2
W3
W2W1
HW1
W1
HW1B2
1
2
3
4
5
10 9 8 7 6
19 20
21 22
3x6
4x6
3x6 3x4 3x4
4x10
3x4
4x10
4x8 4x8
20-0-0
0-10-8
0-10-8
7-4-3
6-5-11
14-4-13
7-0-11
20-10-8
6-5-11
21-9-0
0-10-8
5-7-0
5-7-0
10-10-8
5-3-8
16-2-0
5-3-8
21-9-0
5-7-0
0-8-06-1-40-8-06.00 12
Plate Offsets (X,Y)-- [1:0-3-13,0-1-8], [3:0-3-2,0-2-0], [5:0-3-13,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix-M)
0.66
0.58
0.86
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in-0.14
-0.24
0.05
0.03
(loc)8-9
8-9
6
8-9
l/defl>999
>961
n/a
>999
L/d240
180
n/a
360
PLATESMT20
Weight: 91 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 1-3-8, Right 2x4 SPF No.2 1-3-8
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)10=1349/0-5-8 (min. 0-2-2), 6=1349/0-5-8 (min. 0-2-2)
Max Horz10=77(LC 7)
Max Uplift10=-157(LC 8), 6=-157(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-19=-1564/519, 3-19=-1435/540, 3-20=-1435/540, 4-20=-1564/519
BOT CHORD 1-10=-249/345, 9-10=-352/1407, 9-21=-162/1045, 21-22=-162/1045, 8-22=-162/1045,
7-8=-352/1407, 6-7=-352/1407, 5-6=-249/345
WEBS 3-8=-144/548, 4-8=-333/227, 3-9=-144/548, 2-9=-333/227, 2-10=-1626/492, 4-6=-1626/492
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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
10=157, 6=157.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16063719B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:50 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-vCwyuT4qkClBbDatoxbfVQZKCb1ozs7YzYYmV?z0gNp
Scale = 1:31.4
T1 T1
B1
ST2
ST1 ST1
B2
1
2
3
4
5
9 8 7 6
10 11
3x4
4x4
3x4
3x4 1.5x3 1.5x3
1.5x3
1.5x3
1.5x3
0-0-8
0-0-8
17-6-3
17-5-11
8-9-2
8-9-2
17-6-3
8-9-2
0-0-44-4-90-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.400.12
0.08
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 49 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 17-5-3.
(lb) - Max Horz1=58(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-128(LC 8), 6=-128(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=342(LC 1), 9=655(LC 2), 6=655(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-8=-269/15, 2-9=-561/306, 4-6=-561/306
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
9=128, 6=128.
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
16063719B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:47 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-UdEqGR2yRHNckmrI7p1ytnxq1N0PmWl6HaJ5ugz0gNs
Scale = 1:22.9
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
0-0-8
0-0-8
13-6-3
13-5-11
6-9-2
6-9-2
13-6-3
6-9-2
0-0-43-4-90-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.330.10
0.06
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 36 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 13-5-3.
(lb) - Max Horz1=44(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-108(LC 8), 6=-108(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=514(LC 2), 6=514(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-294/75, 2-8=-446/273, 4-6=-446/273
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
8=108, 6=108.
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
16063719B
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:38 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-FuBQNMxIYWEu9NfZ5QNr0u3G4lwd9SanDge75iz0gO?
Scale = 1:17.5
T1 T1
B1
ST1
1
2
3
4
5 6
2x4
4x4
2x4 1.5x3
0-0-8
0-0-8
9-6-3
9-5-11
4-9-2
4-9-2
9-6-3
4-9-2
0-0-42-4-90-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.480.14
0.05
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
3
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 23 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=257/9-5-3 (min. 0-1-9), 3=257/9-5-3 (min. 0-1-9), 4=477/9-5-3 (min. 0-1-9)
Max Horz1=29(LC 7)
Max Uplift1=-41(LC 8), 3=-46(LC 9), 4=-13(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-374/187
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 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) 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 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
16063719B
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:45 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-YE63rl0hvg7uUShv?O?UoMsY1aIWIc8pqGq?qoz0gNu
Scale = 1:11.6
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-8
0-0-8
5-6-3
5-5-11
2-9-2
2-9-2
5-6-3
2-9-2
0-0-41-4-90-0-46.00 12
Plate Offsets (X,Y)-- [2:0-2-15,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.11
0.19
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
0.00
(loc)-
-
3
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 12 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)1=255/5-5-3 (min. 0-1-8), 3=255/5-5-3 (min. 0-1-8)
Max Horz1=-15(LC 6)
Max Uplift1=-24(LC 8), 3=-24(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-275/160, 2-3=-275/160
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
16063719B
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:32 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-Qkq96JsYzgUkRSCPl9GRmdpGbKu3ljqvqlBpt2z0gO5
Scale = 1:27.0
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
0-0-8
0-0-8
15-9-3
15-8-11
7-10-10
7-10-10
15-9-3
7-10-10
0-0-43-11-50-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.350.09
0.07
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
5
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 43 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 15-8-3.
(lb) - Max Horz1=-52(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-117(LC 8), 6=-117(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 1), 8=581(LC 2), 6=581(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 3-7=-286/44, 2-8=-500/286, 4-6=-500/286
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=117, 6=117.
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
16063719B
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:35 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-rJWHkKvQGbsJIww_QIq8OFRgQYuYy4SLWjPTUNz0gO2
Scale = 1:20.3
T1 T1
B1
ST1
1
2
3
4
5 6
3x4
4x4
3x4 1.5x3
0-0-8
0-0-8
11-9-3
11-8-11
5-10-10
5-10-10
11-9-3
5-10-10
0-0-42-11-50-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.820.23
0.08
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
3
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 29 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=327/11-8-3 (min. 0-2-0), 3=327/11-8-3 (min. 0-2-0), 4=607/11-8-3 (min. 0-2-0)
Max Horz1=-37(LC 6)
Max Uplift1=-52(LC 8), 3=-58(LC 9), 4=-17(LC 8)
Max Grav1=330(LC 2), 3=330(LC 3), 4=607(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-475/222
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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.
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
16063719B
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:29 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-0980UHqfgl6Aa?Tr31jk8_BmR7tNYNaS8ny8Hjz0gO8
Scale = 1:14.5
T1 T1
B1
ST1
1
2
3
4
5
6
2x4
4x4
2x4 1.5x3
0-0-8
0-0-8
7-9-3
7-8-11
3-10-10
3-10-10
7-9-3
3-10-10
0-0-41-11-50-0-46.00 12
LOADING (psf)TCLL(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2009/TPI2007
CSI.TCBC
WB
(Matrix)
0.280.09
0.04
DEFL.Vert(LL)Vert(TL)
Horz(TL)
inn/an/a
0.00
(loc)- -
3
l/defln/an/a
n/a
L/d999999
n/a
PLATESMT20
Weight: 19 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)1=203/7-8-3 (min. 0-1-8), 3=203/7-8-3 (min. 0-1-8), 4=376/7-8-3 (min. 0-1-8)
Max Horz1=23(LC 7)
Max Uplift1=-32(LC 8), 3=-36(LC 9), 4=-10(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-294/157
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) 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 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
16063719B
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
243 Bridge Road Northampton, MA
Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 30 20:10:27 2016 Page 1 Universal Forest Products ID:Lb5M8QDAYOupfoyKQgr4ORz0gRW-4m1G3bpP88sSKhJSychG3Z6UiJCJ4ThAhTT2Cqz0gOA
Scale = 1:7.4
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-8
0-0-8
3-9-3
3-8-11
1-10-10
1-10-10
3-9-3
1-10-10
0-0-40-11-50-0-46.00 12
Plate Offsets (X,Y)-- [2:0-2-15,0-1-8]
LOADING (psf)TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2009/TPI2007
CSI.TC
BC
WB
(Matrix)
0.04
0.06
0.00
DEFL.Vert(LL)
Vert(TL)
Horz(TL)
inn/a
n/a
0.00
(loc)-
-
3
l/defln/a
n/a
n/a
L/d999
999
n/a
PLATESMT20
Weight: 7 lb FT = 4%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)1=150/3-8-3 (min. 0-1-8), 3=150/3-8-3 (min. 0-1-8)
Max Horz1=9(LC 7)
Max Uplift1=-14(LC 8), 3=-14(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 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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard