24A-034 8 Blackberry Lane-Roof DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-06-06
24 IN. OC
END CUT RETURN
SQUARE NO
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
231 Main Street PO Box 289
Easthampton, MA 01027
Fleury LumberSOLD
TO (413) 527-2693
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
07/17/15 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15033255B-1
Brian Tetreault
Massachusetts /
/ /
David Fagnand
(413) 527-2693
PAGE 1
SPECIAL INSTRUCTIONS:
*For pricing and for permit drawings.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
McCormick Residence / Roof
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE07/17/15
Blackberry Lane
Northampton, MA 01060
McCormick Residence / Roof
David Fagnand
07/17/15
07/16/15
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID
TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
G01
1
12.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 6
ROOF
3 Ply 17-06-00
S0112.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
2 17-06-00
S01SGE12.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 17-06-00
S0212.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
6 17-06-00
S0312.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
1 17-06-08
S03A12.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
2 17-06-08
S03B12.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
2 17-06-08
S03C12.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
2 17-06-08
S03D12.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
1 17-06-08
S04 4.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
9 18-00-00
S04A 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
2 17-06-08
S04B 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
1 17-06-08
S04C 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4
ROOF
1 17-06-08
S0512.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
5 18-00-00
S05SGE12.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
2 18-00-00
S0912.00 12.00 11-06-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
4 11-06-00
S09SGE12.00 12.00 11-06-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
1 11-06-00
S1112.00 12.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
2 24-00-00
S11SGE12.00 12.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
2 24-00-00
T10 4.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4
ROOF
18 24-00-00
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-06-06
24 IN. OC
END CUT RETURN
SQUARE NO
REQ. ENGINEERING
NONE
REQ. LAYOUTS
JOBSITE 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
231 Main Street PO Box 289
Easthampton, MA 01027
Fleury LumberSOLD
TO (413) 527-2693
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
07/17/15 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15033255B-1
Brian Tetreault
Massachusetts /
/ /
David Fagnand
(413) 527-2693
PAGE 2
SPECIAL INSTRUCTIONS:
*For pricing and for permit drawings.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
McCormick Residence / Roof
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE07/17/15
Blackberry Lane
Northampton, MA 01060
McCormick Residence / Roof
David Fagnand
07/17/15
07/16/15
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID
TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
T10SGE 4.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4
GABLE
2 24-00-00
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
HUS26Hanger 4
ITEMS SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Conventionally FramedLower RoofS01SGES01G01S01S03S03AS03BS03CS03AS03BS03CS04AS05S05S05SGES05S04AS05S05SGES04BS09SGES04CS05S03DT10SGET10SGES11SGES11S11SGES11StrapStrapStrapStrapStrapHUS26StrapStrapHUS26HUS26No Soln.HUS26S02(6)S04(5)S04(4)S09(4)T10(18)3' 5 1/2" 9' 4" 12' 8 1/2" 10' 0 1/2" 3' 5 1/2" 8' 0" 47' 0" 24' 0" 18' 0" 1' 6" 7' 0" 1' 6" 8' 0"1' 0" 37' 0"1' 0" 6' 6" 11' 6" 10' 0"28' 0"19' 4"17' 6"10' 2"10 1/2"1 1/2"10 1/2"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" 2' 0"2' 0" 2' 0" 2' 0" 6 1/4"1 1/2"1' 4 1/4"2' 0" 2' 0" 2' 0" 2' 0" 6 3/4"1 1/2"1' 3 3/4"2' 0 1/4"1 1/4"1' 10 3/4"2' 0" 2' 0" 2' 0" 2 1/4"1' 9 3/4"2' 0" 2' 0" 2' 0" 1' 4 3/4"1 1/2"1' 4 1/2"1 1/2"6"2' 0"2' 0"2' 0"4 1/2"1 1/2"1' 7"Roof Area 2895.61Sheathing Count 100Overhang Lines 190.5Raked Lines 295.09Ridge Lines 110.75Hip Lines 0Valley Lines 33.77THIS 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 UFPMcCormick ResidenceBlackberry Lane Northampton, MA7/17/15For Permit & Pricing Only15033255BThe following information is anapproximate and NOT guaranteed
Job
15033255B
Truss
G01
Truss Type
Roof Special Girder
Qty
1
Ply
3
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:47:21 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-Mp0vdyU2Kcr11HxLD0O0VYBQUG1wahq_QMrDXLz_RT4
Scale = 1:50.8
W1
T1 T1
W1
B1
B2
B1
W5
W4 W3
W2
W4W3
W2
1
2
3
4
5
6
7
12
11 10 9
8
13 14
15
16
17
18 19 20 21
22
23
4x4
5x12
6x6
5x12
9x16 MT18HS
9x16 MT18HS
8x8
4x8 4x8
4x4
Special
Special
Special HUS26 HUS26 Special HUS26
HUS26 SpecialSpecial
Special
3-6-10
3-6-10
8-9-0
5-2-6
13-11-6
5-2-6
17-6-0
3-6-10
-1-0-0
1-0-0
3-6-10
3-6-10
8-9-0
5-2-6
13-11-6
5-2-6
17-6-0
3-6-10
18-6-0
1-0-0
1-6-010-3-010-4-121-6-03-1-212.00 12
12.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-1-12,0-1-12], [10:0-4-0,0-4-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.670.580.91
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.25-0.390.690.07
(loc)10-1110-11810-11
l/defl>816>514n/a>999
L/d240180n/a360
PLATES
MT20MT18HS
Weight: 379 lb FT = 4%
GRIP
197/144197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W1: 2x8 SP No.1, W4: 2x4 SPF No.2 or 2x4 SPF Stud, W2: 2x4 SPF 2100F 1.8E
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size)12=8731/0-5-8 (min. 0-4-9), 8=7636/0-5-8 (min. 0-4-0)
Max Horz12=192(LC 13)Max Uplift12=-429(LC 7), 8=-397(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-12=-6437/498, 2-3=-19416/1169, 3-13=-6837/412, 4-13=-6721/429, 4-14=-6729/461, 5-14=-6845/444, 5-6=-18506/964, 6-8=-6146/366BOT CHORD 12-15=-1593/308, 15-16=-862/295, 16-17=-287/854, 11-17=-317/1672, 11-18=-880/12463, 18-19=-880/12463, 10-19=-880/12463, 10-20=-586/11905, 20-21=-586/11905, 9-21=-586/11905, 9-22=-39/1343, 22-23=-293/16, 8-23=-1033/25WEBS4-10=-553/8804, 5-10=-7443/404, 5-9=-452/10273, 6-9=-722/14796, 3-10=-8026/638, 3-11=-727/11110, 2-11=-870/15527
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 3 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 B; 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 B; Partially Exp.; Ct=1.15) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.10) Bearing at joint(s) 12, 8 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 429 lb uplift at joint 12 and 397 lb uplift at joint 8.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 4-9-0 from the left end to 12-9-0 toconnect truss(es) S03B (1 ply 2x4 SPF), S03A (1 ply 2x4 SPF), S03B (1 ply 2x4 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber.16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1020 lb down and 32 lb up at 0-9-0, 2464 lb down and
69 lb up at 2-1-4, 1151 lb down and 49 lb up at 2-9-0, 1493 lb down and 110 lb up at 8-9-0, 1151 lb down and 49 lb up at 14-9-0, and 1187 lb down and 31
lb up at 14-11-4, and 1020 lb down and 32 lb up at 16-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S)Standard1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-100, 2-4=-100, 4-6=-100, 6-7=-100, 11-12=-20, 9-11=-20, 8-9=-20
Continued on page 2
Job
15033255B
Truss
G01
Truss Type
Roof Special Girder
Qty
1
Ply
3
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:47:22 2015 Page 2 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-q?aHqIVh5wztfQVXnjvF2ljbEfN9J737f0bm4oz_RT3
LOAD CASE(S)StandardConcentrated Loads (lb)Vert: 10=-1493(F) 15=-1020(F) 16=-2464(F) 17=-1151(F) 18=-1039(F) 19=-1240(F) 20=-1240(F) 21=-1039(F) 22=-2339(F) 23=-1020(F)
Job
15033255B
Truss
S01
Truss Type
Roof Special
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:29:01 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ZBZ3mqA3NeG53Erwn?f3wadWhrdnrCu4UEO?w6z_RkG
Scale = 1:50.7
T1
T1
B1
B2
B1
W5
W4 W3W4W3
W1 W1
W2 W2
1
2
3
4
5
6
7
12
11 10 9
8
13 14
6x6
6x8
6x8 3x8
3x8 3x8
6x8 6x8
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
8-9-0
5-2-6
13-11-6
5-2-6
17-0-8
3-1-2
17-6-0
0-5-8
-1-0-0
1-0-0
0-5-8
0-5-8
3-6-10
3-1-2
8-9-0
5-2-6
13-11-6
5-2-6
17-6-0
3-6-10
18-6-0
1-0-0
1-6-00-2-210-3-010-4-121-6-00-2-23-1-212.00 12
12.00 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-M)
0.380.500.88
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.10-0.200.370.04
(loc)
109-10811
l/defl
>999>999n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 109 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-7 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)12=1162/0-5-8 (min. 0-1-13), 8=1162/0-5-8 (min. 0-1-13)
Max Horz12=194(LC 7)
Max Uplift12=-51(LC 8), 8=-51(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2673/215, 3-13=-1102/110, 4-13=-915/127, 4-14=-915/127, 5-14=-1102/110, 5-6=-2673/134, 2-12=-1128/215, 6-8=-1128/215BOT CHORD 11-12=-281/281, 10-11=-265/1703, 9-10=0/1703WEBS4-10=-53/813, 5-10=-1140/192, 5-9=0/1070, 3-10=-1140/280, 3-11=-204/1070, 2-11=-103/2054, 6-9=0/2054
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 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) 12, 8 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 51 lb uplift at joint 12 and 51 lb uplift at joint 8.9) 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
15033255B
Truss
S01SGE
Truss Type
GABLE
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:29:13 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-CVHbHxKbYKnOV4lEUWttP67afgjbfdtrE5IeLPz_Rk4
Scale = 1:50.7
T1
T1
B1
B2
B1
W5
W4 W3W4W3
W1 W1
W2 W2
ST3
ST1
ST2
ST3
ST1
ST2
1
2
3
4
5
6
7
12
11 10 9
8
23 24
6x6
6x8
6x8 3x8
3x8 3x8
6x8 6x8
2x4
1.5x3
3x6
1.5x3
1.5x3
2x4
1.5x3
1.5x3
1.5x3
3x6
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
8-9-0
5-2-6
13-11-6
5-2-6
17-0-8
3-1-2
17-6-0
0-5-8
-1-0-0
1-0-0
0-5-8
0-5-8
3-6-10
3-1-2
8-9-0
5-2-6
13-11-6
5-2-6
17-6-0
3-6-10
18-6-0
1-0-0
1-6-00-2-210-3-010-4-121-6-00-2-23-1-212.00 12
12.00 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-M)
0.380.500.88
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.10-0.200.370.04
(loc)
109-10811
l/defl
>999>999n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 123 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-7 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)12=1162/0-5-8 (min. 0-1-13), 8=1162/0-5-8 (min. 0-1-13)
Max Horz12=194(LC 7)Max Uplift12=-51(LC 8), 8=-51(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2673/215, 3-23=-1102/110, 4-23=-915/127, 4-24=-915/127, 5-24=-1102/110, 5-6=-2673/134, 2-12=-1128/215, 6-8=-1128/215BOT CHORD 11-12=-281/281, 10-11=-265/1703, 9-10=0/1703WEBS4-10=-53/813, 5-10=-1140/192, 5-9=0/1070, 3-10=-1140/280, 3-11=-204/1070, 2-11=-103/2054, 6-9=0/2054
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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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 bottomchord and any other members.
9) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 12 and 51 lb uplift at joint 8.
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
15033255B
Truss
S02
Truss Type
ROOF SPECIAL
Qty
6
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:30:13 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-S2vHtS2DQlKuiILm?6yxrmcp0s9xilSg1QqpSxz_Rj8
Scale = 1:50.7
T1
T2
T3
B1
B2
W3 W4
W5
W6 W7
W1
HW2
W2
1
2
3
4
5
6
7 8
12
11 10 9
17
18
19
6x6
5x10
6x8
4x8
4x4
3x8
3x8 1.5x3 6x8
4x4
0-5-8
0-5-8
3-6-10
3-1-2
8-9-0
5-2-6
13-7-5
4-10-5
17-6-0
3-10-11
-1-0-0
1-0-0
3-6-10
3-6-10
8-9-0
5-2-6
13-7-5
4-10-5
17-6-0
3-10-11
18-6-0
1-0-0
1-6-00-2-25-4-1110-3-010-4-121-0-03-1-212.00 12 4.00 12
12.00 12
Plate Offsets (X,Y)-- [7:0-4-11,0-2-10]
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)
0.410.610.90
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.190.190.04
(loc)1110-11711
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 102 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 *Except*
W1: 2x6 SPF No.2
SLIDER Right 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)7=1141/0-5-8 (min. 0-1-13), 12=1178/0-5-8 (min. 0-1-14)Max Horz12=178(LC 8)Max Uplift7=-71(LC 7), 12=-45(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2722/511, 3-17=-1096/191, 4-17=-945/208, 4-18=-926/198, 18-19=-937/185, 5-19=-1073/181, 5-6=-1745/274, 6-7=-524/66, 2-12=-1144/341BOT CHORD 11-12=-259/186, 10-11=-328/1736, 9-10=-188/1578, 7-9=-191/1578WEBS3-11=-212/1088, 3-10=-1145/379, 4-10=-148/841, 5-10=-981/237, 2-11=-245/2093
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other 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) 12 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 71 lb uplift at joint 7 and 45 lb uplift at joint 12.
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
15033255B
Truss
S03A
Truss Type
Roof Special
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:34:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-0Ankl6KDb0TRjxZrNXJUKvK076hqiJUZM5zfSkz_Rev
Scale = 1:51.9
T1
T2
T3
W9
B1
B2
W3 W4
W5
W6 W7
W8
W1
W2
1
2
3
4
5 6
11
10 9 8 7
12
13 14
6x6
6x8 2x4
3x6 6x8
3x8
3x8 1.5x3 6x8
4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
11-3-12
2-3-12
17-6-8
6-2-12
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
11-3-12
2-3-12
17-6-8
6-2-12
1-6-00-2-28-0-210-6-010-7-124-11-03-1-212.00 12
12.00 12
Plate Offsets (X,Y)-- [5:0-2-12,0-3-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.890.510.90
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.190.190.05
(loc)109-10710
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 111 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 *Except*
W8: 2x4 SPF No.2, W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals,and 2-0-0 oc purlins (3-9-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing.
WEBS 1 Row at midpt 5-7
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)7=1024/Mechanical, 11=1175/0-5-8 (min. 0-1-13)Max Horz11=251(LC 8)Max Uplift7=-99(LC 7), 11=-22(LC 8)Max Grav7=1260(LC 17), 11=1175(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2728/868, 3-12=-1099/206, 4-12=-901/220, 4-5=-983/279, 6-7=-567/88, 2-11=-1142/457BOT CHORD 10-11=-438/63, 9-10=-724/1742, 8-9=-201/896, 7-8=-203/893
WEBS 3-10=-519/1099, 3-9=-1157/605, 4-9=-251/931, 5-9=-708/122, 5-7=-1114/254, 2-10=-531/2102
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, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 7 and 22 lb uplift at joint 11.
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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S03B
Truss Type
Roof Special
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:35:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-C6XAmJ46?4He9TIm?YQ1r_vjO5rUEMqhck?xd8z_Rdx
Scale = 1:51.9
T1
T2
T3
W9
B1
B2
W3 W4
W5
W6 W7 W8
W1
W2
1
2
3
4
5 6
11
10 9 8 7
12 13
6x6
6x8 2x4
3x6 6x8
3x8
3x8 1.5x3 6x8
4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
13-3-12
4-3-12
17-6-8
4-2-12
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
13-3-12
4-3-12
17-6-8
4-2-12
1-6-00-2-26-0-210-6-010-7-122-11-03-1-212.00 12
12.00 12
Plate Offsets (X,Y)-- [5:0-2-12,0-3-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.450.500.90
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.190.190.05
(loc)109-10710
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 104 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 *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-9-5 oc bracing: 9-10.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)7=1024/Mechanical, 11=1175/0-5-8 (min. 0-1-13)Max Horz11=218(LC 7)Max Uplift7=-54(LC 7), 11=-35(LC 8)Max Grav7=1059(LC 17), 11=1175(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/737, 3-12=-1101/207, 4-12=-903/221, 4-13=-911/231, 5-13=-1125/212, 6-7=-381/59, 2-11=-1142/413BOT CHORD 10-11=-337/124, 9-10=-572/1743, 8-9=-221/1300, 7-8=-224/1296
WEBS 3-10=-399/1098, 3-9=-1156/522, 4-9=-186/823, 5-9=-781/171, 5-7=-1526/263, 2-10=-427/2103
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, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 7 and 35 lb uplift at joint 11.
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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S03C
Truss Type
Roof Special
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:36:38 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-h6gqg5ijl2rFOSHm2TMDxy2bS3ZhQtiLZqbhT7z_Rd7
Scale = 1:51.9
T1
T2
T3
W9
B1
B2
B3
B4
W3 W4
W5
W4
W3
W6
W7
W8
W1
W2
1
2
3
4
5
6 7
13
12 11 10
9 8
14 15
6x6
6x8 2x4
3x6
6x8
6x6
3x8
3x8
3x8
6x6
6x8
4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
14-5-6
5-5-6
15-2-4
0-8-14
17-6-8
2-4-4
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
14-5-6
5-5-6
15-3-12
0-10-6
17-6-8
2-2-12
1-6-00-2-24-0-210-6-010-7-121-7-142-4-40-8-1412.00 12
12.00 12
Plate Offsets (X,Y)-- [6:0-2-12,0-3-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.500.630.90
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.10-0.200.240.04
(loc)1011-12812
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 104 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 *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing.
WEBS 1 Row at midpt 5-11
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)8=1024/Mechanical, 13=1175/0-5-8 (min. 0-1-13)Max Horz13=220(LC 7)Max Uplift8=-30(LC 8), 13=-44(LC 8)Max Grav8=1171(LC 18), 13=1175(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/582, 3-14=-1104/193, 4-14=-974/207, 4-15=-981/213, 5-15=-1384/196, 5-6=-3208/412, 2-13=-1142/362BOT CHORD 12-13=-318/186, 11-12=-404/1744, 10-11=-326/2228, 9-10=-289/2319, 8-9=-224/1794
WEBS 3-12=-270/1095, 3-11=-1154/433, 4-11=-163/847, 5-11=-1605/351, 5-10=-96/1251, 6-10=-156/829, 6-9=-1615/218, 6-8=-2106/263,
2-12=-304/2103
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=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 8 and 44 lb uplift at joint 13.11) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S03D
Truss Type
Roof Special
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:37:20 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-SBCiUSD3sy7IRvUqWI64epolW_uNFs5WDMmvxhz_RcT
Scale = 1:51.9
T1
T2
T3
W9
B1
B2
B3
B4
W3 W4
W5
W4
W3
W6
W7
W8
W1
W2
1
2
3
4
5
6 7
13
12 11 10
9 8
14 15
6x6
6x8 2x4
3x6
6x8
6x6
3x8
3x8
3x8
6x6
6x8
4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
14-5-6
5-5-6
15-8-8
1-3-2
17-6-8
1-10-0
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
14-5-6
5-5-6
15-10-0
1-4-10
17-6-8
1-8-8
1-6-00-2-23-5-1410-6-010-7-121-7-141-10-01-3-212.00 12
12.00 12
Plate Offsets (X,Y)-- [6:0-2-12,0-4-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.520.640.90
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.10-0.190.260.04
(loc)1011-12812
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 105 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 *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing.
WEBS 1 Row at midpt 5-11
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)8=1024/Mechanical, 13=1175/0-5-8 (min. 0-1-13)Max Horz13=221(LC 7)Max Uplift8=-28(LC 8), 13=-46(LC 8)Max Grav8=1238(LC 18), 13=1175(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/538, 3-14=-1104/187, 4-14=-988/201, 4-15=-996/206, 5-15=-1392/188, 5-6=-3384/424, 2-13=-1142/347BOT CHORD 12-13=-319/202, 11-12=-358/1744, 10-11=-296/2267, 9-10=-217/1875, 8-9=-167/1447
WEBS 3-12=-265/1095, 3-11=-1154/408, 4-11=-153/858, 5-11=-1635/343, 5-10=-123/1364, 6-10=-155/1067, 6-9=-1297/167, 6-8=-1871/217,
2-12=-269/2103
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=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 8 and 46 lb uplift at joint 13.11) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S03
Truss Type
Roof Special
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:46:54 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ecuiyjA7hJSsI7M98rPgvrZmMNjqlWa0DgpH4Qz_RTV
Scale = 1:45.2
T1
T2
W7
B1
B2
W3
W5
W6
W1
W4
W2
1
2
3
4 5
9
8 7 6
10
11
12
8x12
3x4
3x8 6x10
4x8
3x6 4x12
4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-3-12
5-9-2
17-6-8
8-2-12
-1-0-0
1-0-0
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
9-3-12
0-3-12
17-6-8
8-2-12
1-6-00-2-210-6-010-7-126-11-03-1-212.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [4:0-4-8,0-5-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.860.950.75
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.16-0.400.230.05
(loc)6-76-768
l/defl>999>509n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 121 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2 *Except* T2: 2x8 SP No.1
BOT CHORD 2x4 SPF No.2
WEBS 2x6 SPF No.2 *Except*
W3,W4: 2x4 SPF No.2 or 2x4 SPF Stud, W6,W2: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals,and 2-0-0 oc purlins (4-0-12 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 4-6, 3-7
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)6=1099/Mechanical, 9=1220/0-5-8 (min. 0-2-13)Max Horz9=278(LC 8)Max Uplift6=-89(LC 7), 9=-8(LC 8)Max Grav6=1513(LC 13), 9=1801(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4012/963, 3-10=-1526/172, 4-10=-1160/192, 5-6=-767/119, 2-9=-1768/492BOT CHORD 8-9=-535/37, 7-8=-849/2547, 7-12=-213/864, 6-12=-213/864
WEBS 3-8=-631/1539, 4-7=-104/816, 4-6=-1098/271, 3-7=-1760/664, 2-8=-605/3066
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, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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, with BCDL = 10.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 6 and 8 lb uplift at joint 9.
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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S04A
Truss Type
Roof Special
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:32:31 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-PbFSqejnw9jIGVuH45QIRsKO1VG32AS_mvF7Ixz_Rh_
Scale = 1:49.2
T1
T2
T3
W7
B1
B2
W1 W2
W3
W4 W5
W6
HW11
2
3
4
5
6
711109
8
16 17
5x10
6x6
5x12 MT18HS
2x4
4x8
4x4
5x8 1.5x3 3x8
3x6
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
17-6-8
3-1-2
-1-0-0
1-0-0
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
17-6-8
3-1-2
1-0-02-3-97-4-1410-1-121-7-42-8-144.00 12
12.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:Edge,0-1-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.420.620.85
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.170.180.03
(loc)10-119-10810-11
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20MT18HS
Weight: 99 lb FT = 4%
GRIP
197/144197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-6-10 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)8=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13)
Max Horz2=155(LC 7)Max Uplift8=-22(LC 9), 2=-58(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-529/62, 3-4=-1775/254, 4-16=-1070/163, 5-16=-926/177, 5-17=-934/191, 6-17=-1136/174, 6-7=-2560/357, 7-8=-1011/157BOT CHORD 2-11=-131/1606, 10-11=-127/1606, 9-10=-205/1682WEBS4-10=-1009/238, 5-10=-117/811, 6-10=-1102/315, 6-9=-68/948, 7-9=-236/1971
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 8 and 58 lb uplift at joint 2.
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
15033255B
Truss
S04B
Truss Type
Roof Special
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:33:19 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-0q8bv2IucvmV0tZWuAHZN_JZDrdoIyE2pMuf_9z_RgE
Scale = 1:41.9
T1
T2
T3
T4
W9
B1
B2
B3
W1 W2
W3
W4
W5
W6
W7
W8
HW11
2
3
4
5
6
7 8
13 12 11
10 9
18
19
20
5x10
6x6
6x8 2x4
3x6
4x8
4x4
6x6 1.5x3 3x8
5x6
6x6
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
15-10-0
1-4-10
17-6-8
1-8-8
-1-0-0
1-0-0
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
15-11-8
1-6-2
17-6-8
1-7-0
1-0-02-3-97-4-140-3-48-9-81-7-141-4-104.00 12
12.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-12,0-4-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.530.650.60
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.09-0.180.120.03
(loc)1111-12912-13
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 97 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
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)9=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13)Max Horz2=154(LC 7)Max Uplift9=-20(LC 9), 2=-59(LC 8)Max Grav9=1266(LC 20), 2=1154(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-529/64, 3-18=-353/57, 3-4=-1775/259, 4-19=-1075/167, 5-19=-1011/182, 5-20=-1020/196, 6-20=-1415/179, 6-7=-3447/406BOT CHORD 2-13=-184/1606, 12-13=-180/1606, 11-12=-278/2296, 10-11=-192/1773, 9-10=-148/1367
WEBS 4-12=-1009/239, 5-12=-124/889, 6-12=-1648/337, 6-11=-116/1389, 7-11=-155/1174, 7-10=-1225/149, 7-9=-1832/198
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, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 9 and 59 lb uplift at joint 2.
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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S04C
Truss Type
Roof Special
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:33:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ne929bcakbwyWjzJswEQuFrsCw9leFRkZlRULCz_Rfr
Scale = 1:39.6
T1
T2
T3
T4
W9
B1
B2
B3
W1 W2
W3
W4
W5
W6
W7 W8
HW11
2
3
4
5
6
7
8
13 12 11
10 9
18
19
20
5x10
6x6
6x8 2x4
3x6
4x8
4x4
6x6 1.5x3 3x8
3x8
6x6
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
15-4-8
0-11-2
17-6-8
2-2-0
-1-0-0
1-0-0
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
15-6-0
1-0-10
17-6-8
2-0-8
1-0-02-3-97-4-140-8-128-4-01-7-140-11-24.00 12
12.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-12,0-3-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.510.640.60
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.10-0.180.100.03
(loc)1111-12912-13
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 96 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
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)9=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13)Max Horz2=153(LC 7)Max Uplift9=-21(LC 9), 2=-58(LC 8)Max Grav9=1207(LC 20), 2=1154(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-529/64, 3-18=-353/58, 3-4=-1775/259, 4-19=-1070/167, 5-19=-1000/182, 5-20=-1008/197, 6-20=-1409/180, 6-7=-3319/396BOT CHORD 2-13=-200/1606, 12-13=-197/1606, 11-12=-300/2265, 10-11=-246/2192, 9-10=-190/1694
WEBS 4-12=-1009/239, 5-12=-125/880, 6-12=-1624/342, 6-11=-100/1320, 7-11=-144/882, 7-10=-1524/188, 7-9=-2045/230
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, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 9 and 58 lb uplift at joint 2.
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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job
15033255B
Truss
S04
Truss Type
ROOF SPECIAL
Qty
9
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:31:00 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-a4F2kWdiMCFDrWRoFUIzFg2qPpCYD?VbrEjobjz_RiP
Scale = 1:51.0
T1
T2
T3
B1
B2
W1 W2
W3
W4 W5HW1
W7
W6
1
2
3
4
5
6
7
8
12 11 10
9
17
18 19
5x10
6x6
4x8
4x4
6x8 1.5x3 3x8
3x8
5x6
4x4
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
17-6-8
3-1-2
18-0-0
0-5-8
-1-0-0
1-0-0
3-10-11
3-10-11
9-0-0
5-1-5
14-5-6
5-5-6
18-0-0
3-6-10
19-0-0
1-0-0
1-0-02-3-97-4-1410-6-010-7-121-6-03-1-20-2-24.00 12
12.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-0,0-1-12]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.460.630.94
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.10-0.200.220.03
(loc)11-1210-11911-12
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 104 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 *Except*
W7: 2x6 SPF No.2
SLIDER Left 2x6 SPF No.2 1-11-12
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=1171/0-5-8 (min. 0-1-13), 9=1208/0-5-8 (min. 0-1-14)Max Horz2=-181(LC 9)Max Uplift2=-55(LC 8), 9=-79(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-537/55, 3-4=-1812/230, 4-17=-1101/139, 17-18=-958/142, 5-18=-956/156, 5-19=-965/169, 6-19=-1163/152, 6-7=-2828/216, 7-9=-1174/239BOT CHORD 2-12=-46/1639, 11-12=-15/1640, 10-11=-14/1809WEBS4-11=-1024/230, 5-11=-87/848, 6-11=-1204/224, 6-10=0/1133, 7-10=-13/2182
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other 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) 9 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 55 lb uplift at joint 2 and 79 lb uplift at joint 9.
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
15033255B
Truss
S05
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:27:34 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-cSoAV47UsvIR7shCADbfuEWe3mv_yrlGTBpvMfz_Rld
Scale = 1:51.9
T1 T1
B1
B2
B1
W5
W4 W3W4W3
W1 W1
W2W2
1
2
3
4
5
6
7
12
11 10 9
8
13 14
6x6
6x8
6x8 3x8
3x8 3x8
6x8 6x8
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
14-5-6
5-5-6
17-6-8
3-1-2
18-0-0
0-5-8
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
14-5-6
5-5-6
17-6-8
3-1-2
18-0-0
0-5-8
19-0-0
1-0-0
1-6-00-2-210-6-010-7-121-6-00-2-23-1-212.00 12
12.00 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-M)
0.410.530.92
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.11-0.220.390.04
(loc)
1010-11811
l/defl
>999>970n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 112 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-8 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)12=1192/0-5-8 (min. 0-1-14), 8=1192/0-5-8 (min. 0-1-14)
Max Horz12=199(LC 7)
Max Uplift12=-52(LC 8), 8=-52(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2780/230, 3-13=-1134/115, 4-13=-936/133, 4-14=-936/133, 5-14=-1134/115, 5-6=-2780/155, 2-12=-1158/219, 6-8=-1158/219BOT CHORD 11-12=-289/289, 10-11=-281/1777, 9-10=0/1777WEBS4-10=-55/823, 5-10=-1199/210, 5-9=0/1115, 3-10=-1199/296, 3-11=-215/1115, 6-9=0/2143, 2-11=-116/2143
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 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) 12, 8 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 52 lb uplift at joint 12 and 52 lb uplift at joint 8.9) 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
15033255B
Truss
S05SGE
Truss Type
GABLE
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:27:48 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-C8eTRtIGZC3Sp0lu?9rxTB61XQhFEADKhNCesrz_RlP
Scale = 1:51.9
T1 T1
B1
B2
B1
W5
W4 W3W4W3
W1 W1
W2W2
ST3
ST1
ST2
ST3
ST1
ST2
1
2
3
4
5
6
7
12
11 10 9
8
23 24
6x6
6x8
6x8 3x8
3x8 3x8
6x8 6x8
2x4
1.5x3
3x6
1.5x3
1.5x3
2x4
1.5x3
1.5x3
1.5x3
3x6
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
9-0-0
5-5-6
14-5-6
5-5-6
17-6-8
3-1-2
18-0-0
0-5-8
-1-0-0
1-0-0
3-6-10
3-6-10
9-0-0
5-5-6
14-5-6
5-5-6
17-6-8
3-1-2
18-0-0
0-5-8
19-0-0
1-0-0
1-6-00-2-210-6-010-7-121-6-00-2-23-1-212.00 12
12.00 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-M)
0.410.530.92
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.11-0.220.390.04
(loc)
1010-11811
l/defl
>999>970n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 127 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-8 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)12=1192/0-5-8 (min. 0-1-14), 8=1192/0-5-8 (min. 0-1-14)
Max Horz12=199(LC 7)Max Uplift12=-52(LC 8), 8=-52(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2780/230, 3-23=-1134/115, 4-23=-936/133, 4-24=-936/133, 5-24=-1134/115, 5-6=-2780/155, 2-12=-1158/219, 6-8=-1158/219BOT CHORD 11-12=-289/289, 10-11=-281/1777, 9-10=0/1777WEBS4-10=-55/823, 5-10=-1199/210, 5-9=0/1115, 3-10=-1199/296, 3-11=-215/1115, 6-9=0/2143, 2-11=-116/2143
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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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 bottomchord and any other members.
9) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 12 and 52 lb uplift at joint 8.
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
15033255B
Truss
S09
Truss Type
ROOF SPECIAL
Qty
4
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:20:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-Zy8wtaBZyYuKB9VoHXHzMBdzrIk_MRFDfj_J3Iz_Rs?
Scale = 1:35.5
T1 T1
B1
B2
B1
W4
W3
W4
W3
W1 W1
W2 W2
1
2
3
4
5
6
7
11
10 9
8
6x6
5x12
5x12
2x4 2x4
4x8 4x8
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
7-11-6
4-4-12
11-0-8
3-1-2
11-6-0
0-5-8
-1-0-0
1-0-0
0-5-8
0-5-8
3-6-10
3-1-2
5-9-0
2-2-6
7-11-6
2-2-6
11-6-0
3-6-10
12-6-0
1-0-0
1-6-00-2-27-3-07-4-121-6-00-2-23-1-212.00 12
12.00 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-M)
0.170.240.44
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.05-0.120.170.02
(loc)
109-10810
l/defl
>999>999n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 77 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)11=802/0-5-8 (min. 0-1-8), 8=802/0-5-8 (min. 0-1-8)
Max Horz11=125(LC 7)
Max Uplift11=-46(LC 8), 8=-46(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1434/58, 3-4=-1325/158, 4-5=-1325/102, 5-6=-1434/7, 2-11=-768/182, 6-8=-768/182BOT CHORD 9-10=-2/457WEBS4-9=-58/912, 4-10=-201/912, 2-10=0/1029, 6-9=0/1029
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 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) 11, 8 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 46 lb uplift at joint 11 and 46 lb uplift at joint 8.9) 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
15033255B
Truss
S09SGE
Truss Type
GABLE
Qty
1
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:21:06 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-zpMU3PR6EhQVaE1eSkegAPSOoMZf2UC9FqqNl8z_Rrh
Scale = 1:35.5
T1 T1
B1
B2
B1
W4
W3
W4
W3
W1 W1
W2 W2
ST1
1
2
3
4
5
6
7
11
10 9
8
8x8
5x12
5x12
2x4 2x4
4x8 4x8
1.5x3
4x4 4x4
0-5-8
0-5-8
3-6-10
3-1-2
7-11-6
4-4-12
11-0-8
3-1-2
11-6-0
0-5-8
-1-0-0
1-0-0
0-5-8
0-5-8
3-6-10
3-1-2
5-9-0
2-2-6
7-11-6
2-2-6
11-6-0
3-6-10
12-6-0
1-0-0
1-6-00-2-27-3-07-4-121-6-00-2-23-1-212.00 12
12.00 12
Plate Offsets (X,Y)-- [4:0-3-8,Edge]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.170.240.44
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.05-0.120.170.02
(loc)109-10810
l/defl>999>999n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 81 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 *Except*
W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)11=802/0-5-8 (min. 0-1-8), 8=802/0-5-8 (min. 0-1-8)Max Horz11=125(LC 7)Max Uplift11=-46(LC 8), 8=-46(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1434/58, 3-4=-1325/158, 4-5=-1325/102, 5-6=-1434/7, 2-11=-768/182, 6-8=-768/182BOT CHORD 9-10=-2/457WEBS4-9=-58/912, 4-10=-201/912, 2-10=0/1029, 6-9=0/1029
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 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 11 and 46 lb uplift at joint 8.
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
15033255B
Truss
S11
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:18:04 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-IoMhtAEy5mUKlG6fnWN_o1wHY?NqP6vNPWkkMhz_RuX
Scale = 1:66.7
T2 T2
B1
B2
B1
W7
W6
W5
W4
W3
W6
W5
W4
W3
W1 W1
W2 W8
T1 T1
1
2
3
4
5
6
7
8
9
10
11
18
17
16 15 14
13
12
19
20
4x6
6x6
4x6
5x6
5x6 3x8
4x8
3x6
3x6
4x8
3x6
4x6
4x8 4x8
4x4 4x4 8-1-140-5-80-5-8 3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 23-6-82-7-1 24-0-00-5-8
-1-0-01-0-0
0-5-8
0-5-8
3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 24-0-03-0-9 25-0-01-0-0
1-6-00-2-213-6-013-7-121-6-00-2-25-4-212.00 12
12.00 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
1-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.250.510.65
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.19-0.360.710.07
(loc)
15-1615-161216
l/defl
>999>791n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 147 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W7: 2x4 SPF No.2, W1: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-15, 4-15
REACTIONS.(lb/size)18=776/0-5-8 (min. 0-1-8), 12=776/0-5-8 (min. 0-1-8)
Max Horz18=-134(LC 6)
Max Uplift18=-28(LC 8), 12=-28(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1727/140, 3-4=-2784/216, 4-19=-861/65, 5-19=-792/66, 5-6=-784/78, 6-7=-784/78, 7-20=-792/66, 8-20=-861/65, 8-9=-2786/78, 9-10=-1668/103, 2-18=-811/123, 10-12=-805/123BOT CHORD 16-17=-279/1548, 15-16=-218/1826, 14-15=0/1825, 13-14=-3/1553WEBS6-15=-21/771, 8-15=-1327/110, 8-14=0/1509, 9-14=0/941, 9-13=-490/18, 4-15=-1327/221, 4-16=-189/1507, 3-16=-43/944, 3-17=-443/39, 2-17=-76/1217, 10-13=-9/1172
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 greater of min roof live load of 12.0 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) 18, 12 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 28 lb uplift at joint 18 and 28 lb uplift at joint 12.
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
15033255B
Truss
S11SGE
Truss Type
GABLE
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:17:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ux97gL_Ppdz9LBapcJ0I_p5sbxY9j3yQoPuhfrz_Rur
Scale = 1:66.7
T2 T2
B1
B2
B1
W7
W6
W5
W4
W3
W6
W5
W4
W3
W1 W1
W2 W8
T1 T1
ST3
ST1
ST2
ST3
ST1
ST2
1
2
3
4
5
6
7
8
9
10
11
18
17
16 15 14
13
12
31
32
4x6
6x6
4x6
5x6
5x6 3x8
4x8
3x6
3x6
4x8
3x6
4x6
4x8 4x8
2x4
1.5x3
3x6
1.5x3
1.5x3
2x4
1.5x3
3x6
1.5x3
1.5x3
4x4 4x4
0-5-8
0-5-8
3-0-9
2-7-1
5-9-10
2-9-1
12-0-0
6-2-6
18-2-6
6-2-6
20-11-7
2-9-1
23-6-8
2-7-1
24-0-0
0-5-8
-1-0-01-0-0
0-5-8
0-5-8
3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 24-0-03-0-9 25-0-01-0-0
1-6-00-2-213-6-013-7-121-6-00-2-25-4-212.00 12
12.00 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
1-0-0
1.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.250.510.65
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.19-0.360.710.07
(loc)
15-1615-161216
l/defl
>999>791n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 165 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except*
W7: 2x4 SPF No.2, W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-15, 4-15
REACTIONS.(lb/size)18=776/0-5-8 (min. 0-1-8), 12=776/0-5-8 (min. 0-1-8)
Max Horz18=-134(LC 6)Max Uplift18=-28(LC 8), 12=-28(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1727/140, 3-4=-2784/216, 4-31=-861/65, 5-31=-792/66, 5-6=-784/78, 6-7=-784/78, 7-32=-792/66, 8-32=-861/65, 8-9=-2786/78, 9-10=-1668/103, 2-18=-811/123, 10-12=-805/123BOT CHORD 16-17=-279/1548, 15-16=-218/1826, 14-15=0/1825, 13-14=-3/1553WEBS6-15=-21/771, 8-15=-1327/110, 8-14=0/1509, 9-14=0/941, 9-13=-490/18, 4-15=-1327/221, 4-16=-189/1507, 3-16=-43/944, 3-17=-443/39, 2-17=-76/1217, 10-13=-9/1172
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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.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) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 18 and 28 lb uplift at joint 12.
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
15033255B
Truss
T10
Truss Type
ROOF SPECIAL
Qty
18
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:19:20 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-4PyQqA8dC73XsxwGETkpt339peEJDQvZtK8m1Hz_RtL
Scale = 1:43.2
T1
T2 T2
T1
B1
W3
W2 W1W2W1
HW1 HW1
B1
1
2
3
4
5
6
7
8
9
12 11 10
21
22
23
24 25
26
27
28
6x6
6x6
6x6
4x12
4x6
5x8 1.5x3 1.5x3
4x12
4x6
7-3-3
7-3-3
12-0-0
4-8-13
16-8-13
4-8-13
24-0-0
7-3-3
-1-0-0
1-0-0
7-3-3
7-3-3
12-0-0
4-8-13
16-8-13
4-8-13
24-0-0
7-3-3
25-0-0
1-0-0
1-0-03-5-18-1-141-0-04.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge], [11:0-4-0,0-3-0]
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)
0.670.850.96
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.18-0.330.100.06
(loc)11-1211-12811-12
l/defl>999>876n/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 No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W3: 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 3-2-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=1547/0-5-8 (min. 0-2-7), 8=1547/0-5-8 (min. 0-2-7)Max Horz2=-80(LC 9)Max Uplift2=-81(LC 6), 8=-81(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-698/32, 3-22=-2628/416, 4-22=-2506/425, 4-23=-1715/316, 23-24=-1610/338, 5-24=-1416/341, 5-25=-1416/341, 25-26=-1610/338, 6-26=-1715/316, 6-27=-2506/425, 7-27=-2627/416, 7-8=-698/32BOT CHORD 2-12=-308/2377, 11-12=-310/2374, 10-11=-310/2374, 8-10=-308/2377WEBS5-11=-325/1705, 6-11=-1480/340, 4-11=-1480/340
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 81 lb uplift at joint 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
15033255B
Truss
T10SGE
Truss Type
GABLE
Qty
2
Ply
1
Blackberry Lane Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:19:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-JQWFH3Tx46Lr_xvGmxCvwX8bF76OIALOsNR8xnz_Rsx
Scale = 1:43.2
T1
T2 T2
T1
B1
W3
W2 W1W2W1
HW1 HW1
B1
ST2
ST1
ST2
ST11
2
3
4
5
6
7
8
9
12 11 10
29
30
31
32 33
34
35
36
6x6
6x6
6x6
4x12
4x6
5x8
4x12
4x6
7-3-3
7-3-3
12-0-0
4-8-13
16-8-13
4-8-13
24-0-0
7-3-3
-1-0-0
1-0-0
7-3-3
7-3-3
12-0-0
4-8-13
16-8-13
4-8-13
24-0-0
7-3-3
25-0-0
1-0-0
1-0-03-5-18-1-141-0-04.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge], [11:0-4-0,0-3-0]
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)
0.670.850.96
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.18-0.330.100.06
(loc)11-1211-12811-12
l/defl>999>876n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 127 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 *Except*
W3: 2x4 SPF No.2
OTHERS 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 3-2-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=1547/0-5-8 (min. 0-2-7), 8=1547/0-5-8 (min. 0-2-7)Max Horz2=-80(LC 9)Max Uplift2=-81(LC 6), 8=-81(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-698/32, 3-30=-2628/416, 4-30=-2506/425, 4-31=-1715/315, 31-32=-1610/338, 5-32=-1416/341, 5-33=-1416/341, 33-34=-1610/338, 6-34=-1715/316, 6-35=-2506/425, 7-35=-2627/416, 7-8=-698/32BOT CHORD 2-12=-308/2377, 11-12=-310/2374, 10-11=-310/2374, 8-10=-308/2377
WEBS 5-11=-325/1705, 6-11=-1480/340, 4-11=-1480/340
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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 81 lb uplift at joint 8.11) 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