28 -061 15011642B-Lesko_Arra-rk-042215-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
/ /
05/11/15
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15011642B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
*Short truck.
JOB NAME:
MODEL: TAG:
Lesko / Arra Addition- Keiter
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE04/22/15
296 Sylvester Road
Northampton, MA 01062
Lesko / Arra Addition- Keiter
Andy Clogston
04/22/15
04/22/15
/ /
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
T0110.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 6
COMMON
3 24-00-00
T01B10.00 0.00 23-06-08 01-00-002 X 6 2 X 6
COMMON
8 00-03-0823-10-00
T01GE10.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 6
COMMON
2 24-00-00
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
01-00-002X6 2100 MSR SPFLumber 8 Bearing blocks shipped loose and
field installed.
BCSI-B1 Summary SheetLiterature 1 Commentary and Recommendations
for Handling, Installing & Bracing
Metal Plate Connected Wood
Trusses
Order Number: B1WARN11x17
031125
BCSI-B3 Summary SheetLiterature 1 Permanent Restraint/Bracing of
Chords & Web Members
Order Number: B3WEB11X17
070209
Truss Drawing PacketLiterature 1 Truss Drawing Packet
ITEMS SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Trim tails as required.ConventionalFraming by OthersT01GET01T01T01T01GET01B(8)24' 0" 3' 4" 16' 0" 4' 8"24' 0" 9' 4"24' 0"24' 0"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 23' 6 1/2"1' 0"10' 0" 13' 0" 5 1/2"Roof Area 968.35Sheathing Count 33Overhang Lines 54Raked Lines 126.35Ridge Lines 26Hip Lines 0Valley Lines 0THIS 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 UFPLesko / Arra296 Sylvester Rd. Northampton,MA4/22/15Garage Trusses-For Approval15011642BThe following information is anapproximate and NOT guaranteed
Job
15011642B
Truss
T01
Truss Type
COMMON
Qty
3
Ply
1
Sylester Rd. Northampton, MA
Job Reference (optional)
0005
7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Apr 22 19:52:09 2015 Page 1 Universal Forest Products ID:r?lnZm9XTabq16tV8U9f3Gzt2UA-KjKuYyyuYAm8V9_p1PnFO3LLXoNzZgpY44nQzczO4JK
Scale = 1:49.6
T2 T2
B1
W2
W1
W2
W1
W3
B2
T1 T1
B11
2
3
4
5
6
7
8
9
15 11 10
14
13
12
16
17 18
4x6
4x6
5x6
4x6 4x4
2x4
4x4
2x4
7x14 MT20HS
2x4
2x4 2x4
3x8
8-2-13
1-3-07-4-0
7-4-0
12-0-0
4-8-0
16-8-0
4-8-0
24-0-0
7-4-0
-1-0-0
1-0-0
5-6-0
5-6-0
12-0-0
6-6-0
18-6-0
6-6-0
24-0-0
5-6-0
25-0-0
1-0-0
0-7-810-7-811-5-30-7-80-11-810.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-14], [5:0-2-12,0-2-0], [8:0-4-14,0-1-8], [10:0-1-12,0-2-0], [11:0-7-0,0-4-8], [15:0-1-8,0-2-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.720.680.48
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.31-0.450.040.02
(loc)1313814
l/defl>898>624n/a>999
L/d240180n/a360
PLATES
MT20MT20HS
Weight: 150 lb FT = 4%
GRIP
197/144148/108
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E *Except*
B2: 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud, W3: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
6-0-0 oc bracing: 12-14
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=2358/0-5-8 (min. 0-3-11), 8=2181/0-5-8 (min. 0-3-7)Max Horz2=-231(LC 6)Max Uplift2=-35(LC 8), 8=-26(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-16=-3169/205, 3-16=-2774/202, 3-4=-2827/306, 4-5=-2603/331, 5-6=-2516/319, 6-7=-2732/293, 7-8=-2954/195BOT CHORD 2-15=-37/2209, 15-17=0/1542, 11-17=0/1542, 11-18=0/1542, 10-18=0/1542, 8-10=-20/2088WEBS5-12=-118/1456, 10-12=-135/1219, 7-10=-480/264, 14-15=-156/1376, 5-14=-139/1614, 3-15=-622/283, 11-13=-342/0
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=1.60
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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of thefabricator to increase plate sizes to account for these factors.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 30.0psf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and
any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2 and 26 lb uplift at joint 8.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 33 lb up at 3-8-0 on top chord. Thedesign/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: 1-5=-100, 5-9=-100, 2-17=-20, 17-18=-80, 8-18=-20, 12-14=-80Concentrated Loads (lb)Vert: 16=-250
Job
15011642B
Truss
T01B
Truss Type
COMMON
Qty
8
Ply
1
Sylester Rd. Northampton, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Apr 22 19:53:04 2015 Page 1 Universal Forest Products ID:r?lnZm9XTabq16tV8U9f3Gzt2UA-DI8h4ldOb3hKcchOlSG97g7ltz9txYPek8cqPwzO4IT
Scale = 1:49.6
T2
T3
B1
W2
W1
W2
W1
HW2W3
B2
T1
T4
B3 B41
2
3
4
5
6
7
8
15 11 10 9
14
13
12
16
17 18
19 20
4x6
4x6
5x6
4x6 4x4
2x4
4x4
2x4
3x12 MT18HS7x14 MT20HS
2x4
2x4 2x4
8-2-13
1-3-023-6-8
7-4-0
7-4-0
12-0-0
4-8-0
16-8-0
4-8-0
23-8-8
7-0-8
-1-0-0
1-0-0
5-6-0
5-6-0
12-0-0
6-6-0
18-6-0
6-6-0
23-8-8
5-2-8
0-7-810-7-811-5-31-0-10-11-810.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-14], [5:0-2-12,0-2-0], [8:0-5-8,Edge], [11:0-7-0,0-4-8], [15:0-1-12,0-2-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.700.680.49
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.31-0.450.040.02
(loc)1313814
l/defl>901>626n/a>999
L/d240180n/a360
PLATES
MT20MT20HSMT18HSWeight: 149 lb FT = 4%
GRIP
197/144148/108197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E *Except*
B2: 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1: 2x4 SPF No.2 or 2x4 SPF Stud, W3: 2x6 SPF No.2
WEDGE
Right: 2x6 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
6-0-0 oc bracing: 12-14
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)2=2332/0-5-8 (min. 0-3-11), 8=2044/(0-2-8 + bearing block) (req. 0-3-3)Max Horz2=243(LC 7)Max Uplift2=-36(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-16=-3129/205, 3-16=-2735/201, 3-4=-2788/306, 4-17=-2593/308, 5-17=-2563/331, 5-6=-2393/321, 6-18=-2429/301, 7-18=-2646/296, 7-8=-2880/193
BOT CHORD 2-15=-77/2179, 15-19=0/1508, 11-19=0/1508, 11-20=0/1508, 10-20=0/1508, 9-10=-62/1987,
8-9=-62/1987
WEBS 5-12=-120/1371, 10-12=-137/1136, 7-10=-393/264, 14-15=-155/1364, 5-14=-138/1600, 3-15=-609/284,
11-13=-342/0
NOTES-1) 2x6 SPF 2100F 1.8E bearing block 12" long at jt. 8 attached to front face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners. User DefinedBearing crushing capacity= 425psi.2) 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=1.603) 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 live
loads.
6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the
fabricator to increase plate sizes to account for these factors.
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 30.0psf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord andany other members, with BCDL = 10.0psf.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.11) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 33 lb up at 3-8-0 on top chord. Thedesign/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)Vert: 1-5=-100, 5-8=-100, 2-19=-20, 19-20=-80, 8-20=-20, 12-14=-80Concentrated Loads (lb)Vert: 16=-250
Job
15011642B
Truss
T01GE
Truss Type
COMMON SUPPORTED GAB
Qty
2
Ply
1
Sylester Rd. Northampton, MA
Job Reference (optional)
0003
7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Apr 22 19:52:14 2015 Page 1 Universal Forest Products ID:r?lnZm9XTabq16tV8U9f3Gzt2UA-hg7nbf01NiOQcwsnpyNQ573M3pF8E?NHEMVBfpzO4JF
Scale = 1:51.5
T2 T2
B1
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
W1 W1
B2
W2
W3
T1 T1
B31
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
33 32 31 30 29 28 26 23 22 21 20 19 18
27 25 24
3x4
3x4
8x8 8x8
8x8
3x4 3x4
3x4 1-3-03-0-07-4-910-6-0
10-6-0
12-0-0
1-6-0
13-6-0
1-6-0
24-0-0
10-6-0
-1-0-0
1-0-0
10-6-0
10-6-0
12-0-0
1-6-0
13-6-0
1-6-0
24-0-0
10-6-0
25-0-0
1-0-0
0-7-810-7-811-5-30-7-80-11-810.00 12
Plate Offsets (X,Y)-- [7:0-4-0,0-4-8], [8:0-1-8,0-1-8], [10:0-1-8,0-1-8], [11:0-4-0,0-4-8], [21:0-4-0,0-4-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.090.040.21
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)171716
l/defln/rn/rn/a
L/d18080n/a
PLATES
MT20
Weight: 185 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E *Except*
B2: 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W2,W3: 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST5: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-29, 11-22, 8-28, 10-23
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.All bearings 24-0-0.(lb) - Max Horz2=-231(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 21, 20, 19, 18, 16Max Grav All reactions 250 lb or less at joint(s) 29, 31, 32, 33, 22, 20, 19, 18, 26 except 2=276(LC 12), 30=274(LC 2), 21=274(LC 3), 28=288(LC 2), 23=288(LC 3), 16=276(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of thefabricator to increase plate sizes to account for these factors.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 31, 32, 33, 21, 20, 19, 18, 16.13) 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 1.14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard