11A-093 14112262B-Jazab_Melnick-rk-120114-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
0 IN. OC
END CUT RETURN
PLUMB
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
/ /
12/30/14
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14112262B
Brian Tetreault
Massachusetts /
/ /
Wayne Helms
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ed Jazab / Pat Melnick
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/01/14
40 Chestnut Ave.
Leeds, MA 01053
Ed Jazab / Pat Melnick
Wayne Helms
12/01/14
12/01/14
/ /
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
G02
1
8.00 0.00 20-10-08 00-00-012 X 6 2 X 6
COMMON
3 Ply 20-10-08
S01 8.00 5.00 27-04-00 01-00-00 01-00-002 X 6 2 X 4
SCISSORS
3 27-04-00
S01A 8.00 5.00 27-00-08 01-00-002 X 6 2 X 4
SCISSORS
3 00-03-0827-04-00
S01SGE 8.00 5.00 27-04-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 27-04-00
S02 8.00 5.00 21-00-00 01-00-00 01-00-002 X 4 2 X 4
ROOF
5 21-00-00
S02A 8.00 5.00 20-10-08 2 X 4 2 X 4
ROOF
3 00-01-0821-00-00
S02SGE 8.00 5.00 21-00-00 01-00-00 01-00-002 X 4 2 X 4
GABLE
1 21-00-00
T04 8.00 0.00 27-04-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 27-04-00
T04A 8.00 0.00 27-04-00 02-06-00 01-00-002 X 6 2 X 4
COMMON
2 27-04-00
T04B 8.00 0.00 20-04-00 01-00-002 X 6 2 X 4
COMMON
8 07-00-0027-04-00
T04C 8.00 0.00 20-04-00 02-06-002 X 6 2 X 4
COMMON
2 07-00-0027-04-00
T04GE 8.00 0.00 27-04-00 01-00-002 X 6 2 X 4
COMMON
1 27-04-00
T04SGE 8.00 0.00 27-04-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 27-04-00
V01 8.00 0.00 04-09-12 2 X 4 2 X 4
VALLEY
1 04-09-12
V02 8.00 0.00 02-09-12 2 X 4 2 X 4
VALLEY
1 02-09-12
V03 8.00 0.00 05-09-12 2 X 4 2 X 4
VALLEY
1 05-09-12
V04 8.00 0.00 03-09-12 2 X 4 2 X 4
VALLEY
1 03-09-12
V05 8.00 0.00 01-09-12 2 X 4 2 X 4
VALLEY
1 01-09-12
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
0 IN. OC
END CUT RETURN
PLUMB
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
/ /
12/30/14
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14112262B
Brian Tetreault
Massachusetts /
/ /
Wayne Helms
(413) 247-8314
PAGE 2
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ed Jazab / Pat Melnick
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE12/01/14
40 Chestnut Ave.
Leeds, MA 01053
Ed Jazab / Pat Melnick
Wayne Helms
12/01/14
12/01/14
/ /
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
HUS26Hanger 10
00-00-00MUS28HGR 2
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 Qtymus28 2ConventionallyFramedTruss Connector Total ListManuf Product QtyHUS26 10BBO2BBO3BBO4S01SGES01S01S01S01AS01AS01Amus28mus281' 11 1/4"2' 0"2' 0"2' 0"2' 0"10' 6 1/2"35' 8"BBO1S02SGEG02T04GET04CT04CT04AT04AT04T04SGEV01V02V03V04V05HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26S02(5)T04B(8)S02A(3)37' 8"1' 6"39' 2"10' 4"27' 4"21' 0"6' 5 1/2"27' 5 1/2"17' 0" 1' 6" 5' 0" 1' 6"2' 5 1/2"27' 5 1/2"4' 4"16' 11 1/2"20' 4"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"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 4 1/2"10' 6 1/2"8' 9"12' 3"Roof Area 68.9Overhang Lines 117.33Raked Lines 162.16Ridge Lines 62.83Hip Lines 15.63Valley Lines 41.5THIS 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 UFPEd Jazab/Melnick40 Chestnut Ave. Leeds, MA12/1/14For Approval14112262BThe following information is anapproximate and NOT guaranteed
Job
14112262B
Truss
S01SGE
Truss Type
GABLE
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0005
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:24:42 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-h900Nl16fC8B22A_7A0PK7282?6oKaU7WfnbAayDJy3
Scale: 1/4"=1'
T2 T2
B1 B1
W3
W2
W1
W2
W1
HW1 HW1
T1 T1
ST4
ST2
ST3
ST1
ST4
ST2
ST3
ST1
1
2
3
4
5
6
7
8
9
10 11
14
13
12
5x6
6x6
5x6
8x8
4x6
4x6
8x8
4x6
4x6
8x8
3x6 3x6
2x4 3x8 2x4 3x8
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-4-0
7-5-0
-1-0-0
1-0-0
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-4-0
7-5-0
28-4-0
1-0-0
1-0-010-1-510-3-151-0-05-6-18.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-12,Edge], [10:0-3-12,Edge], [13:0-4-0,0-3-13]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.450.450.69
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.29-0.550.590.13
(loc)13-1413-141013-14
l/defl>999>596n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 154 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 4-6-9, Right 2x6 SPF No.2 4-6-9
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-1-7 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)2=1738/0-5-8 (min. 0-2-12), 10=1738/0-5-8 (min. 0-2-12)Max Horz2=-302(LC 6)Max Uplift2=-194(LC 8), 10=-194(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4349/822, 3-4=-4118/853, 4-5=-3352/539, 5-6=-3257/570, 6-7=-3257/570, 7-8=-3352/539, 8-9=-4118/853, 9-10=-4349/822BOT CHORD 2-14=-577/3539, 13-14=-580/3539, 12-13=-580/3539, 10-12=-577/3539WEBS6-13=-387/2831, 8-13=-738/435, 8-12=0/291, 4-13=-738/435, 4-14=0/291
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard 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 C; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) All plates are 1.5x3 MT20 unless otherwise indicated.7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
10) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=194, 10=194.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
S01
Truss Type
SCISSORS
Qty
3
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0003
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:24:52 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-P4doTA9OJHOmFaxviHBlkETrX0W8g6ybpDC7V_yDJxv
Scale: 1/4"=1'
T2 T2
B1 B1
W3
W2
W1
W2
W1
HW1 HW1
T1 T1
1
2
3
4
5
6
7
8
9
10 11
14
13
12
5x6
6x6
5x6
8x8
4x6
4x6
8x8
4x6
4x6
8x8
3x6
1.5x3
3x6
1.5x3
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-4-0
7-5-0
-1-0-0
1-0-0
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-4-0
7-5-0
28-4-0
1-0-0
1-0-010-1-510-3-151-0-05-6-18.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-12,Edge], [10:0-3-12,Edge], [13:0-4-0,0-3-13]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.450.450.69
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.29-0.550.590.13
(loc)13-1413-141013-14
l/defl>999>596n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 138 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 4-6-9, Right 2x6 SPF No.2 4-6-9
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-1-7 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)2=1738/0-5-8 (min. 0-2-12), 10=1738/0-5-8 (min. 0-2-12)Max Horz2=-302(LC 6)Max Uplift2=-194(LC 8), 10=-194(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4349/822, 3-4=-4118/853, 4-5=-3352/539, 5-6=-3257/570, 6-7=-3257/570, 7-8=-3352/539, 8-9=-4118/853, 9-10=-4349/822BOT CHORD 2-14=-577/3539, 13-14=-580/3539, 12-13=-580/3539, 10-12=-577/3539WEBS6-13=-387/2831, 8-13=-738/435, 8-12=0/291, 4-13=-738/435, 4-14=0/291
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=194, 10=194.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
S01A
Truss Type
SCISSORS
Qty
3
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0004
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:24:48 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-WJOHdp6tF2uLmze7TR7pZOI8CPAHkIE?ubEvMDyDJxz
Scale: 1/4"=1'
T2 T3
B1 B2
W3
W2
W1
W2
W1
HW1 HW2
T1
T4
1
2
3
4
5
6
7
8
9
10
13
12
11
14 15
5x6
6x6
5x6
8x8
4x6
4x6
8x8
5x6
5x6
8x8
3x6
1.5x3
3x6
1.5x3
0-3-8
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-0-8
7-1-8
-1-0-0
1-0-0
7-5-0
7-5-0
13-8-0
6-3-0
19-11-0
6-3-0
27-0-8
7-1-8
1-0-010-1-510-3-151-2-55-6-18.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-12,Edge], [10:0-3-10,0-1-14], [12:0-4-0,0-3-13]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.540.450.68
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.28-0.530.570.13
(loc)12-1312-131012-13
l/defl>999>608n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 139 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 4-6-9, Right 2x8 SP No.1 4-2-14
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-5 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)2=1723/0-5-8 (min. 0-2-11), 10=1607/0-5-8 (min. 0-2-8)Max Horz2=301(LC 7)Max Uplift2=-193(LC 8), 10=-139(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4299/816, 3-4=-4067/848, 4-5=-3295/533, 5-14=-3228/540, 6-14=-3199/564, 6-15=-3199/563, 7-15=-3242/537, 7-8=-3291/532, 8-9=-3986/834, 9-10=-4204/801BOT CHORD 2-13=-576/3496, 12-13=-578/3496, 11-12=-560/3398, 10-11=-557/3397WEBS6-12=-378/2761, 8-12=-657/419, 8-11=0/284, 4-12=-728/435, 4-13=0/291
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=193, 10=139.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
S02SGE
Truss Type
GABLE
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0008
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:51 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-hLRkgJQ7gXiQRCnAezbSlMRQZRgTuSQcnDwOs1yDJys
Scale = 1:39.5
T1 T1
B1
B2 B3
W1
W2
W3
W4
W5
HW1
W7
W6
ST5
ST3
ST4
ST2
ST1
ST6
ST7
ST8
1
2
3
4
5
6
7
8
9
12
11
10
29
4x12
5x6
5x8
6x8
3x4
4x4
8x8
4x10
3x6
3x8
2x4
8-9-0
8-9-0
14-7-12
5-10-12
21-0-0
6-4-4
-1-0-0
1-0-0
4-6-4
4-6-4
8-9-0
4-2-12
10-6-0
1-9-0
14-7-12
4-1-12
21-0-0
6-4-4
22-0-0
1-0-0
1-0-08-0-08-0-31-0-02-5-88.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:Edge,0-3-8], [11:0-5-0,0-3-0], [12:0-5-12,0-2-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.470.600.91
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.15-0.290.180.08
(loc)11-1212-271011-12
l/defl>999>852n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 129 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2, W7: 2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x8 SP No.1 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals.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)2=1345/0-5-8 (min. 0-2-2), 10=1370/0-5-8 (min. 0-2-2)Max Horz2=-212(LC 6)Max Uplift2=-156(LC 8), 10=-165(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-644/0, 3-4=-1539/418, 4-29=-1296/378, 5-29=-1179/390, 5-6=-1249/506, 6-7=-2810/724, 7-8=-2901/545, 8-10=-1474/446BOT CHORD 2-12=-209/1179, 11-12=-24/1021, 10-11=-130/470WEBS4-12=-271/180, 5-12=-484/197, 6-12=-253/456, 6-11=-429/2127, 7-11=-578/309, 8-11=-176/1903
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard 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 C; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) All plates are 1.5x3 MT20 unless otherwise indicated.7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
10) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=165.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
S02
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0006
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:24:37 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-LCD7K2_zrgVvyHI0KdQEd3LHy_NEfFpOMN3qUMyDJy8
Scale = 1:39.5
T1 T1
B1
B2 B3
W1
W2
W3
W4
W5
HW1
W7
W6
1
2
3
4
5
6
7
8
9
12
11
10
17
5x8
4x12
5x6
5x8
6x8
3x4
1.5x3
1.5x3
1.5x3
4x10
11-9-8
8-9-0
8-9-0
14-7-12
5-10-12
21-0-0
6-4-4
-1-0-0
1-0-0
4-6-4
4-6-4
8-9-0
4-2-12
10-6-0
1-9-0
14-7-12
4-1-12
21-0-0
6-4-4
22-0-0
1-0-0
1-0-08-0-08-0-31-0-02-5-88.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-7-13,Edge], [6:0-5-8,0-1-12], [11:0-5-0,0-3-0], [12:0-5-12,0-2-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.470.600.91
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.15-0.290.180.08
(loc)11-1212-151011-12
l/defl>999>852n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 103 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2, W7: 2x6 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals.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)2=1345/0-5-8 (min. 0-2-2), 10=1370/0-5-8 (min. 0-2-2)Max Horz2=-212(LC 6)Max Uplift2=-156(LC 8), 10=-165(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-644/0, 3-4=-1539/418, 4-17=-1296/378, 5-17=-1179/390, 5-6=-1249/506, 6-7=-2810/724, 7-8=-2901/545, 8-10=-1474/446BOT CHORD 2-12=-209/1179, 11-12=-24/1021, 10-11=-130/470WEBS4-12=-271/180, 5-12=-484/197, 6-12=-253/456, 6-11=-429/2127, 7-11=-578/309, 8-11=-176/1903
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=165.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
G02
Truss Type
COMMON GIRDER
Qty
1
Ply
3
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0001
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:25:35 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-eMj2VtgMBUpgvBkAjpTrzIl6VMCHFabwiP6uX?yDJxE
Scale = 1:39.2
T1 T2
B1
W1 W2
W3
W4 W5
HW1
HW2
B2
1
2
3
4
5
6
7
10 9 8
11 12
13 14 15 16 17 18 19 20 21 22
5x8
4x4
4x4
6x6
5x8
4x4
4x4
3x8
3x6 8x8
3x8
3x6 HUS26 HUS26
HUS26
HUS26 HUS26 HUS26 HUS26
HUS26
HUS26 HUS26
5-4-0
5-4-0
10-4-8
5-0-8
15-5-12
5-1-4
20-10-8
5-4-12
5-4-0
5-4-0
10-4-8
5-0-8
15-5-12
5-1-4
20-10-8
5-4-12
1-1-08-0-01-0-08.00 12
Plate Offsets (X,Y)-- [7:0-4-4,0-1-5], [8:0-4-8,0-1-8], [9:0-4-0,0-4-12], [10:0-4-8,0-1-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.780.450.57
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.10-0.160.050.03
(loc)8-98-978-9
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 363 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2
SLIDER Left 2x4 SPF Stud or No.2 3-1-14, Right 2x4 SPF Stud or No.2 3-1-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=7631/0-4-0 (min. 0-4-0), 7=8332/0-5-8 (min. 0-4-6)Max Horz1=230(LC 6)Max Uplift1=-771(LC 7), 7=-832(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-10215/1005, 2-3=-10056/1034, 3-11=-7110/772, 4-11=-7054/793, 4-12=-7042/792, 5-12=-7110/772, 5-6=-10011/1026, 6-7=-10155/1007BOT CHORD 1-13=-833/7984, 13-14=-833/7984, 10-14=-833/7984, 10-15=-833/7984, 15-16=-833/7984, 16-17=-833/7984, 9-17=-833/7984, 9-18=-739/7890, 18-19=-739/7890, 8-19=-739/7890, 8-20=-739/7890, 20-21=-739/7890, 21-22=-739/7890, 7-22=-739/7890
WEBS 3-10=-315/3591, 3-9=-2748/395, 4-9=-736/6920, 5-9=-2603/377, 5-8=-308/3549
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 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 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 C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; LumberDOL=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
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=771, 7=832.9) 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) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 19-10-8 toconnect truss(es) T04B (1 ply 2x4 SPF), T04C (1 ply 2x4 SPF) to back face of bottom chord. 12) 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: 1-4=-100, 4-7=-100, 1-7=-20
Concentrated Loads (lb)
Vert: 13=-1351(B) 14=-1351(B) 15=-1351(B) 16=-1351(B) 17=-1351(B) 18=-1351(B) 19=-1351(B) 20=-1351(B) 21=-1338(B) 22=-1338(B)
Job
14112262B
Truss
T04
Truss Type
COMMON
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0010
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:47 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-paCDqyNccJC?ybTPP7XWbWGiEqK3ylw1sbyBjGyDJyw
Scale = 1:49.3
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
14 13 12232425 26 27
4x6
6x6
4x6
4x10
4x6
3x4 4x4
2x4
4x4
2x4
4x10
4x6
9-2-8
9-2-8
18-1-8
8-11-0
27-4-0
9-2-8
-1-0-0
1-0-0
6-11-12
6-11-12
13-8-0
6-8-4
20-4-4
6-8-4
27-4-0
6-11-12
28-4-0
1-0-0
1-0-010-1-510-3-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge], [10:0-5-6,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.620.510.50
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.28-0.430.070.04
(loc)12-1412-141012-14
l/defl>999>755n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 138 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-7 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)2=1936/0-5-8 (min. 0-3-1), 10=1934/0-5-8 (min. 0-3-1)Max Horz2=279(LC 7)Max Uplift2=-191(LC 8), 10=-191(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1014/78, 3-4=-2475/551, 4-5=-2245/611, 5-6=-2058/645, 6-7=-2054/645, 7-8=-2241/611, 8-9=-2471/551, 9-10=-1016/78BOT CHORD 2-23=-278/1916, 23-24=-278/1916, 14-24=-278/1916, 14-25=-31/1343, 13-25=-31/1343, 12-13=-31/1343, 12-26=-278/1913, 26-27=-278/1913, 10-27=-278/1913WEBS6-12=-251/977, 8-12=-603/346, 6-14=-251/985, 4-14=-602/346
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) except (jt=lb) 2=191, 10=191.
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
14112262B
Truss
T04A
Truss Type
COMMON
Qty
2
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0011
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:42 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-SdOKnEJTomairqbScaxLuTZq7pdrHVdHjKEQ32yDJz?
Scale = 1:49.6
T2
T3
B1
W2
W1
W2
W1
HW1
HW1
T1
T1
B2
1
2
3
4
5
6
7
8
9
10
11
14 13 12
23
24 25 26 27 28
4x6
6x6
4x6
4x12
4x6
3x4 4x4
2x4
4x4
2x4
4x10
4x6
9-2-8
9-2-8
18-1-8
8-11-0
27-4-0
9-2-8
-2-6-0
2-6-0
6-11-12
6-11-12
13-8-0
6-8-4
20-4-4
6-8-4
27-4-0
6-11-12
28-4-0
1-0-0
1-0-010-1-511-3-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge], [10:0-5-6,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.650.510.50
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.29-0.450.070.06
(loc)12-1412-141012-14
l/defl>999>731n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 141 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-4-11 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)2=2096/0-5-8 (min. 0-3-5), 10=1925/0-5-8 (min. 0-3-0)Max Horz2=299(LC 7)Max Uplift2=-265(LC 8), 10=-190(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-779/483, 3-4=-2437/520, 4-5=-2200/572, 5-23=-2174/583, 6-23=-2018/610, 6-7=-2039/633, 7-8=-2225/599, 8-9=-2456/538, 9-10=-1012/72BOT CHORD 2-24=-241/1868, 24-25=-240/1868, 14-25=-240/1868, 14-26=-21/1330, 13-26=-21/1330, 12-13=-21/1330, 12-27=-268/1901, 27-28=-268/1901, 10-28=-268/1901
WEBS 6-12=-253/983, 8-12=-607/346, 6-14=-214/937, 4-14=-563/317
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 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 C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) except (jt=lb) 2=265, 10=190.
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
14112262B
Truss
T04B
Truss Type
COMMON
Qty
8
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:37 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-5fbRkXFLzExPl3iUp1LABPs?1owNcD_YZ2XfOryDJz4
Scale: 1/4"=1'
T2
T3
B1
W2
W2
W1
HW1
T1
B2
W4W3
1
2
3
4
5
6
7
11 10 9
8
16
17
18 19 20
4x6
6x6
4x10
4x4
3x4 4x4 4x4
2x4
2x4
4x6
9-2-8
9-2-8
18-1-8
8-11-0
20-4-0
2-2-8
-1-0-0
1-0-0
6-11-12
6-11-12
13-8-0
6-8-4
20-4-0
6-8-0
1-0-010-1-510-3-155-8-08.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.610.470.53
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.20-0.340.020.03
(loc)9-119-11811-14
l/defl>999>722n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 115 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W2: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-9, 7-8
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=1446/0-5-8 (min. 0-2-4), 8=1371/MechanicalMax Horz2=287(LC 7)Max Uplift2=-143(LC 8), 8=-130(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-798/49, 3-4=-1679/333, 4-5=-1459/396, 5-16=-1264/412, 6-16=-1219/430, 6-17=-448/186, 7-17=-576/160, 7-8=-1473/292BOT CHORD 2-18=-393/1281, 18-19=-383/1281, 11-19=-383/1281, 11-20=-124/651, 10-20=-124/651, 9-10=-124/651WEBS6-9=-665/193, 6-11=-266/989, 4-11=-589/360, 7-9=-93/995
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=143, 8=130.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
T04C
Truss Type
COMMON
Qty
2
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0014
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:29 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-K76Q2o9KsnxYoq5yLLCIskXdhZCpkcANkobE6IyDJzC
Scale = 1:48.5
T2 T3
B1
W2
W2
W1
HW1
T1
B2
W4W3
1
2
3
4
5
6
7
11 10 9
8
16
17
18 19 20
4x6
6x6
4x12
4x4
3x4 4x4 4x4
2x4
2x4
4x6
9-2-8
9-2-8
18-1-8
8-11-0
20-4-0
2-2-8
-2-6-0
2-6-0
6-11-12
6-11-12
13-8-0
6-8-4
20-4-0
6-8-0
1-0-010-1-511-3-155-8-08.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.630.450.45
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.21-0.350.020.03
(loc)9-119-1189-11
l/defl>999>698n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 118 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W2: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-9, 7-8
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=1609/0-5-8 (min. 0-2-8), 8=1358/MechanicalMax Horz2=319(LC 8)Max Uplift2=-220(LC 8), 8=-123(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-578/513, 3-4=-1647/307, 4-5=-1420/361, 5-16=-1394/381, 6-16=-1180/399, 6-17=-444/183, 7-17=-583/155, 7-8=-1464/284BOT CHORD 2-18=-348/1237, 18-19=-348/1237, 11-19=-348/1237, 11-20=-117/642, 10-20=-117/642, 9-10=-117/642WEBS6-9=-652/183, 6-11=-228/942, 4-11=-552/330, 7-9=-87/988
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=220, 8=123.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
T04GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:23:21 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-ZadON33IkJwhqbUPtg3QY2COuLZ?s2zCuZfppmyDJzK
Scale = 1:48.9
T2 T2
W1
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1HW1
T1 T3
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 2726 25 24 23 22 21 20
35 36
4x6
6x6
4x6
3x8
3x6
4x4
3x4
27-4-0
27-4-0
-1-0-0
1-0-0
13-8-0
13-8-0
27-4-0
13-8-0
1-0-010-1-510-3-151-0-08.00 12
Plate Offsets (X,Y)-- [19:Edge,0-3-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.100.060.28
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)1120
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20
Weight: 170 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
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST7,ST6: 2x4 SPF No.2
SLIDER Left 2x4 SPF Stud or No.2 1-7-14
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 11-28, 10-29, 12-27
REACTIONS.All bearings 27-4-0.(lb) - Max Horz2=298(LC 7)Max Uplift All uplift 100 lb or less at joint(s) 20, 29, 30, 31, 32, 33, 27, 25, 24, 23, 22 except 2=-187(LC 6), 34=-140(LC 7), 21=-117(LC 9)Max Grav All reactions 250 lb or less at joint(s) 20, 28, 31, 32, 33, 34, 24, 23, 22, 21 except 2=271(LC 12), 29=348(LC 2), 30=305(LC 2), 27=353(LC 3), 25=318(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-349/261, 3-4=-329/257, 8-9=-109/282, 9-10=-44/285, 10-11=-118/338, 11-12=-121/338,
12-13=-9/285, 13-14=-112/282
WEBS 10-29=-308/73, 8-30=-265/134, 12-27=-313/73, 14-25=-278/134
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 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 C; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 29, 30, 31, 32, 33, 27, 25, 24, 23, 22except (jt=lb) 2=187, 34=140, 21=117.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
T04SGE
Truss Type
GABLE
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)
0015
7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:59 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-CLI4lXoVwZ9pBDpBb2gGePHVMTyri22yq7Ke22yDJzg
Scale = 1:50.0
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
ST8
ST6
ST7
ST5
ST3
ST4
ST2
ST1
ST6
ST7
ST5
ST3
ST4
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
14 13 12484950 51 52
4x6
10x12
4x6
4x10
4x6
3x4 4x4
2x4
4x4
2x4
4x10
4x6
3x10 MT20H
3x4
3x10 MT20H
3x10 MT20H
3x4
3x10 MT20H
9-2-8
9-2-8
18-1-8
8-11-0
27-4-0
9-2-8
-1-0-0
1-0-0
6-11-12
6-11-12
13-8-0
6-8-4
20-4-4
6-8-4
27-4-0
6-11-12
28-4-0
1-0-0
1-0-010-1-510-3-151-0-08.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge], [6:0-8-0,0-4-4], [10:0-5-6,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.620.510.50
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.28-0.430.070.04
(loc)12-1412-141012-14
l/defl>999>755n/a>999
L/d240180n/a360
PLATES
MT20MT20H
Weight: 207 lb FT = 4%
GRIP
197/144148/108
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST8: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-7 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)2=1936/0-5-8 (min. 0-3-1), 10=1934/0-5-8 (min. 0-3-1)Max Horz2=-279(LC 6)Max Uplift2=-191(LC 8), 10=-191(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1014/78, 3-4=-2475/551, 4-5=-2245/611, 5-6=-2058/645, 6-7=-2054/645, 7-8=-2241/611, 8-9=-2471/551, 9-10=-1016/78
BOT CHORD 2-48=-278/1916, 48-49=-278/1916, 14-49=-278/1916, 14-50=-31/1343, 13-50=-31/1343, 12-13=-31/1343,
12-51=-278/1913, 51-52=-278/1913, 10-52=-278/1913
WEBS 6-12=-251/977, 8-12=-603/346, 6-14=-251/985, 4-14=-602/346
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 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 C; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2 and 191 lb uplift at joint 10.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
14112262B
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:52 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-w?NQH8i6ZPHos8mrg42dswVOnfeVZ_5wDY7mIyyDJzn
Scale = 1:12.9
T1
T2
W1
B1
1
2
3
4
5
2x4
3x4
3x4
3x4
4-10-2
4-10-2
3-6-2
3-6-2
4-10-2
1-4-0
0-0-42-4-11-5-78.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.260.170.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a0.00
(loc)- - 4
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 13 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 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 4-10-2 oc purlins, except end verticals.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=253/4-9-12 (min. 0-1-8), 4=253/4-9-12 (min. 0-1-8)
Max Horz1=60(LC 7)Max Uplift1=-20(LC 8), 4=-30(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 wide will fit between the bottomchord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 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
14112262B
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:41 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-kuDG_NaD91uM1SQjXGL1wcYYkDwrU0NJhKzhP4yDJzy
Scale = 1:11.0
T1
W1
B1
1
2
3
2x4
2x4
2x4
2-10-2
2-10-2
0-0-41-10-128.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.120.040.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- -
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 8 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals.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=133/2-9-12 (min. 0-1-8), 3=133/2-9-12 (min. 0-1-8)
Max Horz1=52(LC 8)
Max Uplift3=-35(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 35 lb uplift at joint 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
14112262B
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:37 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-s6zm80Xi5oOwYr7yIQG5lmNi_cU7YCNjmi?VHJyDK_0
Scale = 1:19.8
T1
W1
B1
1
2
3
4
2x4
2x4
2x4
5-10-2
5-10-2
0-0-43-10-128.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.810.290.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- -
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 18 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 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 5-10-2 oc purlins, except end verticals.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=313/5-9-12 (min. 0-1-8), 3=313/5-9-12 (min. 0-1-8)
Max Horz1=123(LC 8)
Max Uplift3=-82(LC 8)Max Grav1=320(LC 2), 3=345(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-292/184
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 andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 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
14112262B
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:30 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-Zm26gdRJleVwDm5cOSeSzHad7n8OP1eh97odXDyDK_7
Scale = 1:14.0
T1
W1
B1
1
2
3
4
2x4
2x4
2x4
3-10-2
3-10-2
0-0-42-6-128.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.270.100.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- -
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 11 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, except end verticals.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=193/3-9-12 (min. 0-1-8), 3=193/3-9-12 (min. 0-1-8)
Max Horz1=76(LC 8)
Max Uplift3=-50(LC 8)Max Grav1=194(LC 2), 3=200(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 grip DOL=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 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 50 lb uplift at joint 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
14112262B
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
40 Chestnut Ave. Leeds, MA
Job Reference (optional)7.520 s May 8 2014 MiTek Industries, Inc. Mon Dec 01 14:22:26 2014 Page 1 Universal Forest Products ID:Ql7iZ9yEkq?R4FOuTCpFmGyFMLu-g?pbqFOohQ?Uk8nr9caWpRQ?vAoqTEf6EVqPOSyDK_B
Scale: 1.5"=1'
T1
W1
B1
1
2
3
2x4
2x4
2x4
1-10-2
1-10-2
0-0-41-2-128.00 12
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.030.010.00
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- -
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 5 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals.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=73/1-9-12 (min. 0-1-8), 3=73/1-9-12 (min. 0-1-8)
Max Horz1=29(LC 8)
Max Uplift3=-19(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 19 lb uplift at joint 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