14121321B-Dambrov-rk-073115-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8314
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
14121321B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
*For pricing only based on 7/15/15 Not For Construction plans. *Details missing assumed for pricing. *Tall trusses woudl be hinged at
approval/order.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Marieanne & David Dambrov
BUILDING DEPARTMENT
EWP
JOB CATEGORY:
LOT # SUBDIV:
DATE07/31/15
Emerson Way
Northampton, MA
Marieanne & David Dambrov
Andy Clogston
07/31/15
12/19/14
/ /
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
G04GE
1
10.00 0.00 12-00-00 01-00-002 X 4 2 X 8
GABLE
2 Ply 12-00-00
M04GE10.00 0.00 09-00-00 2 X 4 2 X 4
MONOPITCH
1 09-00-00
S0110.00 12.00 32-00-00 01-00-00 01-00-002 X 4 2 X 4
ROOF
4 32-00-00
T0110.00 0.00 31-11-00 00-11-08 00-11-082 X 6 2 X 4
COMMON
3 31-11-00
T01A10.00 0.00 31-10-00 00-11-082 X 6 2 X 4
COMMON
4 31-10-00
T01AGE10.00 0.00 31-10-00 2 X 6 2 X 4
COMMON
1 31-10-00
T01B10.00 0.00 31-08-08 00-11-082 X 6 2 X 4
COMMON
5 31-08-08
T01C10.00 0.00 30-11-08 00-11-082 X 6 2 X 4
COMMON
1 30-11-08
T01SGE10.00 0.00 31-11-00 00-11-08 00-11-082 X 6 2 X 4
GABLE
1 31-11-00
T0210.00 0.00 17-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
4 17-00-00
T02GE10.00 0.00 17-00-00 2 X 6 2 X 4
COMMON
1 17-00-00
T0310.00 0.00 13-00-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 13-00-00
T03GE10.00 0.00 13-00-00 2 X 6 2 X 4
COMMON
1 13-00-00
V0110.00 0.00 16-09-14 2 X 4 2 X 4
VALLEY
1 16-09-14
V0210.00 0.00 12-09-14 2 X 4 2 X 4
VALLEY
1 12-09-14
V0310.00 0.00 08-09-14 2 X 4 2 X 4
VALLEY
1 08-09-14
V0410.00 0.00 04-09-14 2 X 4 2 X 4
VALLEY
1 04-09-14
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 1 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8314
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
14121321B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:
*For pricing only based on 7/15/15 Not For Construction plans. *Details missing assumed for pricing. *Tall trusses woudl be hinged at
approval/order.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Marieanne & David Dambrov
BUILDING DEPARTMENT
EWP
JOB CATEGORY:
LOT # SUBDIV:
DATE07/31/15
Emerson Way
Northampton, MA
Marieanne & David Dambrov
Andy Clogston
07/31/15
12/19/14
/ /
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
HUS28Hanger 5
ITEMS SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Truss Connector Total ListManuf Product QtyHUS28 5Truss ListTruss Qty SpanG04GE 2 12' 0"M04GE 1 9' 0"S01 4 32' 0"T01 3 32' 0"T01A 431' 101/2"T01AGE 1 31' 9"T01B 5 31' 9"T01C 1 31' 0"T01SGE 1 32' 0"T02 4 17' 0"T02GE 1 17' 0"T03 1 13' 0"T03GE 1 13' 0"V01 116' 101/2"V02 112' 101/2"V03 1 8' 10 1/2"V04 1 4' 10 1/2"ConventionallyFramedT01SGET01T01T01T01CT01AGET02GET03GET03G04GEM04GEV01V02V03V04HUS28HUS28HUS28HUS28HUS28S01(4)T01A(4)T01B(5)T02(4)1' 0"1' 0"15' 0" 15' 0" 32' 0" 32' 0" 8' 0"17' 0"8' 0" 11' 0"44' 0"44' 0"12' 10 1/2"14' 8 1/2"2' 0" 8' 10 1/2" 2' 0"2' 0" 10' 8 1/2" 2' 0" 1' 11 1/4"2' 0" 2' 0"1' 11 1/4"1 1/2"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"30' 0" Roof Area 1823.69Sheathing Count 63Overhang Lines 77Raked Lines 130.17Ridge Lines 60.5Hip Lines 0Valley Lines 34.47THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPMarieanne & David DambrovEmerson Way Northampton, MA7/31/15For Pricing Only14121321BThe following information is anapproximate and NOT guaranteed
Job
14121321B
Truss
S01
Truss Type
ROOF SPECIAL
Qty
4
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:32:16 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-ftM4QGq0xK8yjJddbZ?ttBYPoOTSVvkRjOr7NeysWYz
Scale: 3/16"=1'
T2
T3
B1
B3
B4
B3
B5
W1 W2
W3
W4
W5
W6
W7
W8
W9
W10
W11 W12
W13
W14 W1
T1
T4
B2
HW11
2
3
4
5
6
7
8
9
10
11
12
21 20 19 18 17
16 15
14 13
22 23
24
3x12 M18SHS
5x6
3x8
3x8
3x4
5x8
5x12 6x6
8x8
3x8
3x6
2x4 4x4
3x6
3x8
3x8
5x6
3x6
5x6
3x6
2x4
1-2-121-2-12 8-7-67-4-10 16-0-07-4-10 17-10-01-10-0
18-10-0
1-0-0 27-6-88-8-8 28-6-81-0-0 30-9-42-2-12 32-0-01-2-12
1-2-121-2-12 8-7-67-4-10 16-0-07-4-10 17-10-01-10-0
18-10-0
1-0-0 27-6-88-8-8 28-6-81-0-0 30-9-42-2-12 32-0-01-2-12
0-6-1213-10-120-6-121-0-010.00 12
12.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-3-8,Edge], [12:0-3-8,Edge], [14:0-4-12,0-1-8], [15:0-3-0,0-2-12], [17:0-5-4,0-2-0]
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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.930.821.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.23-0.650.210.06
(loc)15-1615-161315-16
l/defl>999>549n/a>999
L/d240180n/a360
PLATES
MT20M18SHS
Weight: 204 lb FT = 4%
GRIP
197/144197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1,W11,W12,W13,W14: 2x4 SPF No.2 or 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud or No.2, Right: 2x4 SPF Stud or No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-18, 5-18, 6-18, 6-17, 9-16
2 Rows at 1/3 pts 7-17
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)21=2019/0-5-8 (min. 0-3-3), 13=1965/0-5-8 (min. 0-3-1)Max Horz21=-311(LC 6)Max Uplift21=-64(LC 8), 13=-64(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2178/306, 3-22=-1609/340, 4-22=-1380/358, 4-5=-1346/383, 5-6=-1293/401, 6-7=-1737/585, 7-23=-1529/335, 8-23=-1626/320, 8-9=-2014/309, 9-10=-2246/258, 10-11=-1636/228
BOT CHORD 1-21=-61/282, 20-21=-327/366, 20-24=-109/1502, 19-24=-109/1502, 18-19=-109/1502, 17-18=0/1106,
16-17=0/1866, 15-16=-206/1970, 14-15=-75/1558
WEBS 2-21=-1908/371, 2-20=-7/1237, 3-18=-744/255, 5-18=-323/1177, 6-18=-791/200, 6-17=-463/1107,
7-17=-2334/381, 7-16=0/1593, 9-16=-688/259, 9-15=-294/230, 10-15=-245/1763, 10-14=-1716/101, 11-14=-113/1251, 11-13=-1867/294
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01A
Truss Type
COMMON
Qty
4
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:32:05 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-UlBw7Vi7WxlWvdHWSlJIwsaaoykzQ2RqCBg2WnysWZ8
Scale = 1:67.3
T2
T3
B1
W1 W2
W3
W4
W5
W6
W7
HW2
T1
T4
B3B2
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
23 24
25 26
4x10
6x6
5x6
3x4 3x4
3x6
3x6
4x4
3x6
3x8
3x6
1.5x3 3x8
4x4
4x4
3x6
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-11-3
7-11-3
31-10-8
7-11-5
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-11-3
7-11-3
31-10-8
7-11-5
0-7-313-10-1213-11-30-8-010.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-4-0,0-1-0], [9:0-5-9,0-1-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.720.750.47
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.15-0.280.070.03
(loc)10-1210-12910-21
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 183 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1,W3,W7: 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Right 2x4 SPF Stud or No.2 7-5-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.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 bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)15=2115/0-5-8 (min. 0-3-5), 9=1963/0-4-0 (min. 0-3-1)Max Horz15=305(LC 7)Max Uplift15=-64(LC 8), 9=-36(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-284/0, 2-3=-2338/320, 3-23=-1765/348, 4-23=-1539/366, 4-5=-1513/391, 5-24=-1513/385, 6-24=-1567/357, 6-7=-1787/340, 7-8=-2151/337, 8-9=-1959/400BOT CHORD 1-15=-77/358, 14-15=-308/358, 14-25=-104/1618, 13-25=-104/1618, 12-13=-104/1618, 12-26=-134/1803, 11-26=-134/1803, 10-11=-134/1803, 9-10=-134/1803
WEBS 2-15=-1967/420, 2-14=-9/1275, 3-12=-738/254, 5-12=-290/1228, 7-12=-930/292, 7-10=0/315
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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 bottomchord 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) 15, 9.7) 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.
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
14121321B
Truss
T01AGE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:59 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-fbqfsSdMx5?MBiqM6UCugbKilXrn0NAxpFDjI7ysWZE
Scale = 1:66.9
T2 T3
B1
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
12 13
14
15
16
17
18
19
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
35 36
4x6
6x6
4x6
3x4
5x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
3x4
31-10-8
31-10-8
16-0-0
16-0-0
31-10-8
15-10-8
0-7-313-10-1213-11-30-8-010.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [8:0-3-0,Edge], [27:0-3-0,0-3-0]
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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.120.090.32
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.01
(loc)- - 19
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 230 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST8,ST7,ST6,ST5: 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 6-0-0 oc bracing.
WEBS 1 Row at midpt 10-27, 9-28, 7-29, 6-30, 11-26, 13-25, 14-24
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.All bearings 30-10-8.(lb) - Max Horz34=-309(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 26, 25, 24, 23, 22, 21, 20 except 33=-163(LC 7), 19=-164(LC 7)Max Grav All reactions 250 lb or less at joint(s) 30, 31, 33, 24, 23, 22, 21, 19 except 27=309(LC 8), 28=379(LC 2), 29=322(LC 2), 32=257(LC 2), 34=388(LC 2), 26=373(LC 3), 25=325(LC 3), 20=265(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 6-35=0/282, 7-35=0/294, 7-8=-43/375, 8-9=-28/387, 9-10=-58/413, 10-11=-91/413, 11-12=-1/387, 12-13=-81/376, 13-36=-48/294, 14-36=-59/282, 17-18=-250/250, 18-19=-318/268
WEBS 10-27=-401/0, 9-28=-339/19, 7-29=-282/127, 2-34=-306/34, 11-26=-333/43, 13-25=-285/127
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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 Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x3 MT20 unless otherwise indicated.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 29, 30, 31, 32, 34, 26, 25, 24, 23, 22, 21, 20
except (jt=lb) 33=163, 19=164.
10) Non Standard bearing condition. Review required.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01B
Truss Type
COMMON
Qty
5
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:17:52 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-yf9S5qN3PsHY3XZa_6VGr_lp66bZ3FUG2zYP3jysWmT
Scale = 1:67.3
T2
T3
B1
W1 W2
W3
W4
W5
W6
W7
HW2
T1
T4
B3B2
1
2
3
4
5
6
7
8
14 13 12 11 10 9
21 22
23 24 25
4x10
6x6
5x6
3x4 3x4
3x6
3x6
4x4
3x6
3x8
3x6
1.5x3 5x6 3x6
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-11-3
7-11-3
31-10-8
7-11-5
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-11-3
7-11-3
31-10-8
7-11-5
0-7-313-10-1213-11-30-9-410.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-4-0,0-1-0], [8:0-0-0,0-0-13]
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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.720.800.52
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.16-0.270.080.03
(loc)11-139-1189-20
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 174 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1,W3,W7: 2x4 SPF No.2 or 2x4 SPF Stud
WEDGE
Right: 2x4 SPF Stud or No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 5-11, 7-11
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)14=2145/0-5-8 (min. 0-3-6), 8=2077/MechanicalMax Horz14=305(LC 7)Max Uplift14=-64(LC 8), 8=-36(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-284/0, 2-3=-2379/320, 3-21=-1808/349, 4-21=-1581/366, 4-5=-1555/391, 5-22=-1555/386, 6-22=-1610/358, 6-7=-1830/341, 7-8=-2723/337BOT CHORD 1-14=-77/359, 13-14=-308/359, 13-23=-104/1649, 12-23=-104/1649, 11-12=-104/1649, 11-24=-135/1912, 10-24=-135/1912, 9-10=-135/1912,
9-25=-135/1912, 8-25=-245/1912
WEBS 2-14=-1999/420, 2-13=-9/1306, 3-11=-736/254, 5-11=-292/1283, 7-11=-1030/294, 7-9=0/384
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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 bottomchord 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) 14, 8.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01C
Truss Type
Common
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:49 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-ygEtm1V4I1kn_93RWO0YHVwrMVIIgq9TWhoCxiysWZO
Scale = 1:67.3
T2 T3
B1
W1 W2
W3
W4
W5
W6
W7
W9
W8
T1 T4
B2
1
2
3
4
5
6
7
8
13 12 11 10 9
17
18 19
4x8
6x6
5x6
3x4
3x6
3x6
3x8
3x6
5x8
3x6
3x8 5x16
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-4
7-4-4
31-0-0
7-7-12
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-4
7-4-4
31-0-0
7-7-12
0-7-313-10-1213-11-31-4-1210.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-4-0,0-1-0], [9:0-11-0,0-2-8], [10:0-3-8,0-1-8], [11:0-4-0,0-3-0], [12:0-3-8,0-1-8]
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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.750.680.42
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.14-0.240.050.02
(loc)10-1111-12911
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 181 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1,W3,W7,W9: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 5-11, 7-11
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)13=2062/0-5-8 (min. 0-3-4), 9=1913/0-5-8 (min. 0-3-0)Max Horz13=304(LC 7)Max Uplift13=-63(LC 8), 9=-32(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-277/0, 2-3=-2270/310, 3-17=-1690/354, 4-17=-1464/357, 4-5=-1434/381, 5-6=-1434/384, 6-7=-1695/342, 7-8=-2282/304, 8-9=-1850/269BOT CHORD 1-13=-75/351, 12-13=-309/351, 12-18=-112/1567, 11-18=-112/1567, 11-19=-117/1592, 10-19=-117/1592WEBS2-13=-1918/411, 2-12=-4/1231, 3-11=-740/255, 5-11=-294/1170, 7-11=-781/263, 8-10=-61/1376
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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 bottomchord 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) 13, 9.7) 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 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01
Truss Type
COMMON
Qty
3
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:32:11 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-IvZBNYmu6nWfdYkgp0PiA7qeQNoRqneia67MjRysWZ2
Scale = 1:67.3
T2 T2
B1
W5
W4
W3
W2 W1
W4
W3
W2W1
T1 T1
B1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
21 22
23 24
4x10
6x6
4x10
3x4 5x8
3x6
4x4
3x6
3x6
3x6
4x4
3x6
3x6
3x4
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-10
7-4-10
30-9-4
7-4-10
32-0-0
1-2-12
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-10
7-4-10
30-9-4
7-4-10
32-0-0
1-2-12
0-7-313-10-1213-11-30-7-310.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-4-0,0-1-0], [9:0-4-0,0-1-0], [12:0-4-0,0-3-0]
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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.590.680.42
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.13-0.240.050.02
(loc)12-1312-131012
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 184 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3,W1: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-12, 7-12, 3-12
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)10=2054/0-5-8 (min. 0-3-4), 14=2054/0-5-8 (min. 0-3-4)Max Horz14=305(LC 7)Max Uplift10=-64(LC 9), 14=-64(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-277/0, 2-3=-2259/309, 3-21=-1679/337, 4-21=-1453/355, 4-5=-1423/379, 5-6=-1423/379, 6-22=-1453/355, 7-22=-1679/337, 7-8=-2259/309, 8-9=-277/0BOT CHORD 1-14=-77/352, 13-14=-309/352, 13-23=-109/1558, 12-23=-109/1558, 12-24=-78/1558, 11-24=-78/1558, 10-11=-77/352, 9-10=-77/352WEBS5-12=-285/1143, 7-12=-748/255, 8-11=-1/1230, 8-10=-1910/410, 3-12=-748/255, 2-13=-1/1230, 2-14=-1910/410
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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 bottomchord 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) 10, 14.7) 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 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T01SGE
Truss Type
GABLE
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:43 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-7WsbV_RKiB_eGEbHA7v81EgrU4FuG6ia8mLtk3ysWZU
Scale = 1:67.3
T2
T2
B1
W5
W4
W3
W2 W1
W4
W3
W2W1
T1
T1
B1
ST12
ST13
ST10
ST11
ST8
ST9
ST7
ST5
ST6
ST3
ST4
ST1
ST2
ST12
ST13
ST10
ST11
ST8
ST9
ST7
ST5
ST6
ST3
ST4
ST1
ST21
2
3
4
5
6
7
8
9
14 13 12 11 10
67 68
69 70
6x6
6x6
6x6
3x4 5x8
3x6
4x4
3x6
3x6
3x6
4x4
3x6
3x6
3x4
3x8
3x8
3x8
2x4 10x12 3x8 3x8
3x8
3x8
3x8
2x4 10x12 3x8 3x8
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-10
7-4-10
30-9-4
7-4-10
32-0-0
1-2-12
1-2-12
1-2-12
8-7-6
7-4-10
16-0-0
7-4-10
23-4-10
7-4-10
30-9-4
7-4-10
32-0-0
1-2-12
0-7-313-10-1213-11-30-7-310.00 12
Truss would be hinged at approval stage.
Plate Offsets (X,Y)-- [1:0-4-0,0-1-0], [4:0-3-0,Edge], [6:0-3-0,Edge], [9:0-4-0,0-1-0], [12:0-4-0,0-3-0], [26:0-6-0,0-2-4], [49:0-6-0,0-2-4]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.590.680.42
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.13-0.240.050.02
(loc)12-1312-131012
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 284 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3,W1: 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST12: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-12, 7-12, 3-12
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)10=2054/0-5-8 (min. 0-3-4), 14=2054/0-5-8 (min. 0-3-4)Max Horz14=-305(LC 6)Max Uplift10=-64(LC 9), 14=-64(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-277/0, 2-3=-2259/309, 3-67=-1679/337, 4-67=-1453/355, 4-5=-1423/379, 5-6=-1423/379, 6-68=-1453/355, 7-68=-1679/337, 7-8=-2259/309, 8-9=-277/0BOT CHORD 1-14=-77/352, 13-14=-309/352, 13-69=-109/1558, 12-69=-109/1558, 12-70=-78/1558, 11-70=-78/1558, 10-11=-77/352, 9-10=-77/352
WEBS 5-12=-285/1143, 7-12=-748/255, 8-11=-1/1230, 8-10=-1910/410, 3-12=-748/255, 2-13=-1/1230, 2-14=-1910/410
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright 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 Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x3 MT20 unless otherwise indicated.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14.
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
14121321B
Truss
T02
Truss Type
COMMON
Qty
4
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:33 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-QbGpPZJ236j23iqMa1kod7G5K2s7weW6rCwLNeysWZe
Scale = 1:37.4
T1 T1
B1
W2
W1W1
B2
1
2
3
4
5
9
8 7
6
14 15
16 17
3x4
3x4
3x4 1.5x3
6x6
2x4
3x6
2x4
3x6
1-2-12
1-2-12
8-6-0
7-3-4
15-9-4
7-3-4
17-0-0
1-2-12
1-2-12
1-2-12
8-6-0
7-3-4
15-9-4
7-3-4
17-0-0
1-2-12
0-6-127-7-120-6-1210.00 12
Plate Offsets (X,Y)-- [1:0-1-13,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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.820.510.21
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.150.020.04
(loc)6-86-868-9
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 69 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)6=1176/0-5-8 (min. 0-1-14), 9=1176/0-5-8 (min. 0-1-14)
Max Horz9=165(LC 7)Max Uplift6=-47(LC 9), 9=-47(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-500/17, 2-14=-1031/108, 3-14=-745/125, 3-15=-745/125, 4-15=-1031/108, 4-5=-500/17BOT CHORD 1-9=-6/573, 9-16=-6/573, 8-16=-6/573, 8-17=-6/573, 7-17=-6/573, 6-7=-6/573, 5-6=-6/573WEBS3-8=0/392, 4-6=-955/411, 2-9=-955/411
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 bottomchord 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) 6, 9.7) 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 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T02GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:07:21 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-xFXvf3kG?_n4sZqIW4hInw76LlP9jwdOyIBWQoysWwK
Scale = 1:38.0
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
17 16 15 14 13 12 11 10
18 19
3x4
6x6
3x4
3x4 1.5x3 1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
17-0-0
17-0-0
8-6-0
8-6-0
17-0-0
8-6-0
0-6-127-7-120-6-1210.00 12
Plate Offsets (X,Y)-- [1:0-1-13,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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.150.080.37
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a-0.00
(loc)- - 10
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 92 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.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 Stabilizer Installation guide.
REACTIONS.All bearings 15-0-0.
(lb) - Max Horz17=165(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 15, 17, 13, 10 except 16=-138(LC 7), 12=-133(LC 6)Max Grav All reactions 250 lb or less at joint(s) 16, 12 except 14=390(LC 1), 15=347(LC 2), 17=422(LC 2), 13=347(LC 3), 10=422(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-65/264, 8-9=-62/264WEBS5-14=-352/0, 4-15=-300/70, 2-17=-335/120, 6-13=-300/70, 8-10=-335/120
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable studs spaced at 2-0-0 oc.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 bottomchord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 17, 13, 10 except (jt=lb) 16=138,12=133.
9) Non Standard bearing condition. Review required.
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
14121321B
Truss
T03
Truss Type
COMMON
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:07:49 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-6eDUXe4qPaJ6Dszh9zBsvqHt51xcGd_WOf__OAysWvu
Scale = 1:29.7
T1 T1
B1
W2
W1W11
2
3
4
5
8
7
6
13
14
3x4 3x4
1.5x3
6x6
2x4
1.5x3
2x4
1.5x3
1-2-12
1-2-12
6-6-0
5-3-4
11-9-4
5-3-4
13-0-0
1-2-12
1-2-12
1-2-12
6-6-0
5-3-4
11-9-4
5-3-4
13-0-0
1-2-12
0-6-125-11-120-6-1210.00 12
Plate Offsets (X,Y)-- [1:0-1-13,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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.290.220.15
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.01-0.040.010.01
(loc)6-76-767-8
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 53 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)6=780/0-5-8 (min. 0-1-8), 8=780/0-5-8 (min. 0-1-8)
Max Horz8=-127(LC 6)Max Uplift6=-43(LC 9), 8=-43(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-13=-587/83, 3-13=-376/95, 3-14=-376/95, 4-14=-587/83BOT CHORD 1-8=-8/289, 7-8=-8/289, 6-7=-8/289, 5-6=-8/289WEBS4-6=-661/283, 2-8=-661/283
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 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 bottomchord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8.7) 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 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
T03GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:27 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-bRuY8VEHTGzvLnNDEmdONs0EUewWWwjESGT1A_ysWZk
Scale = 1:29.5
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
12 11 10 9 8
3x4
6x6
3x4
1.5x3 1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
1.5x3
2x4
13-0-0
13-0-0
6-6-0
6-6-0
13-0-0
6-6-0
0-6-125-11-120-6-1210.00 12
Plate Offsets (X,Y)-- [1:0-1-13,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 IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.140.080.23
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a-0.00
(loc)- - 8
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 64 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.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 Stabilizer Installation guide.
REACTIONS.All bearings 11-0-0.
(lb) - Max Horz12=127(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 9, 8Max Grav All reactions 250 lb or less at joint(s) 11, 9 except 10=417(LC 1), 12=408(LC 2), 8=408(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-46/268, 6-7=-44/268WEBS4-10=-370/0, 2-12=-323/142, 6-8=-323/142
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) Gable studs spaced at 2-0-0 oc.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 bottomchord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 9, 8.9) Non Standard bearing condition. Review required.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
14121321B
Truss
G04GE
Truss Type
GABLE
Qty
1
Ply
2
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:08 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-enFN900MyQabZsQZcHnx6rjt6zGmZA?R5pNX0aysWa1
Scale = 1:45.3
T1
T2
B1
W3
W4 W5
W6 W7
W1 W2
ST1
ST2
ST3
ST4 ST5
ST6
ST7
1
2
3
4
5
9 8 7 6
25 26 27 28 29
4x4
4x8
3x6 10x12
5x8
10x12
3x6
3x6
5x6
3x8
1.5x3
3x6
3x8
1.5x3
3x6
2x4
1.5x3
12x12
1.5x3
HUS28
HUS28 HUS28 HUS28
HUS28
1-6-0
1-6-0
6-1-10
4-7-10
10-9-4
4-7-10
12-0-0
1-2-12
1-6-0
1-6-0
6-1-10
4-7-10
10-9-4
4-7-10
12-0-0
1-2-12
8-0-129-3-120-6-1210.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [5:0-4-15,0-2-0], [7:0-3-8,0-6-4], [8:0-4-8,0-6-0], [18:0-6-0,0-2-8]
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 IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.600.800.87
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.140.010.02
(loc)7-87-867-8
l/defl>999>915n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 237 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP No.1
WEBS 2x4 SPF No.2 *Except*
W4,W6,W7: 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-9
REACTIONS.(lb/size)9=6206/0-5-8 (min. 0-4-14), 6=5500/0-5-8 (min. 0-4-5)Max Horz9=-213(LC 8)Max Uplift9=-227(LC 8), 6=-92(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1099/51, 2-3=-1241/43, 3-4=-4785/68, 4-5=-2003/32, 1-9=-5392/190BOT CHORD 8-26=-29/3572, 26-27=-29/3572, 7-27=-29/3572, 7-28=-19/1508, 28-29=-19/1508, 6-29=-19/1508, 5-6=-36/1508WEBS2-8=-44/1140, 3-8=-4033/213, 3-7=-91/4747, 4-7=-27/2121, 4-6=-2429/101, 1-8=-157/4715
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, Except member 4-6 2x4 - 1 row at 0-7-0 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 havebeen provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; LumberDOL=1.60 plate grip DOL=1.334) 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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.5) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
6) Unbalanced snow loads have been considered for this design.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=227.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 9-0-0 toconnect truss(es) T01B (1 ply 2x4 SPF) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-100, 2-5=-100, 9-22=-20
Concentrated Loads (lb)Vert: 25=-2057(B) 26=-2057(B) 27=-2057(B) 28=-2057(B) 29=-2057(B)
Job
14121321B
Truss
M04GE
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:31:13 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-?l2GCj3VmzCufdIWPqN6pvRq1_6UEbTAE54IgoysWZy
Scale = 1:37.9
T1 W1
B1
ST4
ST3
ST2
ST1
HW1
1
2
3
4
5
6
11 10 9 8 7
12
2x4
2x4
4x4
9-0-0
9-0-0
9-0-0
9-0-0
0-6-128-0-1210.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.140.260.22
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a-0.00
(loc)
- - 7
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.2WEBS2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud or No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 6-7
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.All bearings 8-0-0.(lb) - Max Horz11=202(LC 8)Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 10=-202(LC 8)Max Grav All reactions 250 lb or less at joint(s) 7, 10 except 8=323(LC 2), 9=252(LC 2), 11=254(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-333/62, 2-3=-345/61BOT CHORD 1-11=-8/298WEBS5-8=-282/119
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x3 MT20 unless otherwise indicated.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 7, 8, 9 except (jt=lb) 10=202.
10) Non Standard bearing condition. Review required.
11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:08:33 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-q6t7mhcQ26ssVdK8kCzAh66MLmzZaW5_WVeJydysWvC
Scale = 1:35.4
T1 T1
B1
ST2
ST1 ST1
B2
1
2
3
4
5
9 8 7 6
10 11
123x4
4x4
3x4 3x4 1.5x3 1.5x3
1.5x3
1.5x3
1.5x3
16-10-8
16-10-8
8-5-4
8-5-4
16-10-8
8-5-4
0-0-47-0-60-0-410.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.390.170.20
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: 58 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 16-9-14.
(lb) - Max Horz1=154(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-129(LC 8), 6=-129(LC 9)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=465(LC 1), 9=689(LC 2), 6=695(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-544/256, 4-6=-544/256
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=129, 6=129.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:08:30 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-PXB_8faYlBUHeAcZ34QT4TUsvZy_NBUYpXPfLIysWvF
Scale = 1:26.5
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
12-10-8
12-10-8
6-5-4
6-5-4
12-10-8
6-5-4
0-0-45-4-60-0-410.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.340.100.12
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: 41 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 12-9-14.
(lb) - Max Horz1=-115(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-110(LC 8), 6=-110(LC 9)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=314(LC 1), 8=505(LC 2), 6=505(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-437/221, 4-6=-437/221
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord 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=110, 6=110.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14121321B
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:08:27 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-?yWsWeXfTG6init_OxsmSrsJnLwkAqK67aB?kzysWvI
Scale = 1:20.0
T1 T1
B1
ST1
1
2
3
4
5
6
2x4
4x4
2x4 1.5x3
8-10-8
8-10-8
4-5-4
4-5-4
8-10-8
4-5-4
0-0-43-8-60-0-410.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.460.140.09
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=292/8-9-14 (min. 0-1-8), 3=292/8-9-14 (min. 0-1-8), 4=385/8-9-14 (min. 0-1-8)
Max Horz1=-77(LC 6)
Max Uplift1=-22(LC 8), 3=-28(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-284/60
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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
Job
14121321B
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
Emerson Way Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Jul 31 15:08:24 2015 Page 1 Universal Forest Products ID:NCBRNHfI3AKSqTXHBCXh6fy7Pok-aNqjtcVnALj8wF8PipJ3qCEu88wdzUQfRcyL7eysWvL
Scale = 1:11.5
T1 T1
B1
ST1
1
2
3
4
2x4
4x4
2x4 1.5x3
4-10-84-10-8
2-5-4
2-5-4
4-10-8
2-5-4
0-0-42-0-60-0-410.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.100.040.03
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: 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 4-10-8 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=147/4-9-14 (min. 0-1-8), 3=147/4-9-14 (min. 0-1-8), 4=194/4-9-14 (min. 0-1-8)
Max Horz1=39(LC 7)
Max Uplift1=-11(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 B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design.
4) 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