10D-019 15093898B-Jazab-rk-101015-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
NONE 1
QUOTE
LAYOUT
CUTTING
BRT
BRT
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8314
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
15093898B
Brian Tetreault
Massachusetts /
/ /
Wayne Helms
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
*Bracing as per WTCA standards. Bracing design by UFP not included and would be an additional cost.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Ed Jazab
BUILDING DEPARTMENT
EWP
JOB CATEGORY:
LOT # SUBDIV:
DATE10/10/15
167 Main Street
Leeds, MA 01053
Ed Jazab
Wayne Helms
10/10/15
10/10/15
/ /
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
G01GE
1
8.00 0.00 30-00-00 2 X 6 2 X 6
GABLE
2 Ply 30-00-00
G02
1
8.00 0.00 30-00-00 01-05-00 01-05-002 X 6 2 X 6
COMMON
2 Ply 30-00-00
T01 8.00 0.00 30-00-00 01-05-00 01-05-002 X 6 2 X 6
COMMON
8 30-00-00
ROOF SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Truss ListTruss Qty SpanG01GE 2 30' 0"G02 2 30' 0"T01 8 30' 0"Conventionally framed with 2x12 RaftersTruss to match 9-1/8" heel noted on plans.(Verify prior to order)Top chord dropped for 2x6 outlookers(will need to pad up balance in field as required)2,500lb.point load.4,800lb.point load.BBO1BBO2G01GEG02T01(8)40' 0" 30' 0" 10' 0" 40' 0" 30' 0"18' 6"11' 6"30' 0"12' 8"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 20' 9"Roof Area 1539.6Sheathing Count 53Overhang Lines 85.42Raked Lines 92.24Ridge Lines 43.25Hip 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 UFPEd Jazab167 Main Street Leeds, MA10/10/15For Approval15093898BThe following information is anapproximate and NOT guaranteed
Job
15093898B
Truss
T01
Truss Type
COMMON
Qty
8
Ply
1
Leeds, MA
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Scale = 1:61.8
T2 T2
B1
W2
W1
W2
W1
T1 T1
B21
2
3
4
5
6
7
8
9
12 11 1013141516 17 18
5x6
6x6
5x6
5x6
4x6 4x4
2x4
4x4
2x4
5x6
10-1-3
10-1-3
19-10-13
9-9-11
30-0-0
10-1-3
-1-5-01-5-0 7-7-127-7-12 15-0-07-4-4 22-4-47-4-4 30-0-07-7-12 31-5-01-5-0
0-9-210-9-211-5-150-9-28.00 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
1.151.15YESIBC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.630.700.62
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.18-0.260.070.04
(loc)
10-1210-12810
l/defl
>999>999n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 163 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF No.2WEBS2x4 SPF No.2 *Except* W1: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-2 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=2158/0-5-8 (min. 0-3-6), 8=2158/0-5-8 (min. 0-3-6)Max Horz2=-314(LC 6)Max Uplift2=-235(LC 8), 8=-235(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2898/597, 3-4=-2561/662, 4-5=-2334/699, 5-6=-2334/699, 6-7=-2561/662, 7-8=-2898/597BOT CHORD 2-13=-298/2199, 13-14=-298/2199, 12-14=-298/2199, 12-15=-10/1484, 11-15=-10/1484, 11-16=-10/1484, 10-16=-10/1484, 10-17=-298/2199, 17-18=-298/2199, 8-18=-298/2199WEBS5-10=-277/1164, 7-10=-696/387, 5-12=-277/1164, 3-12=-696/387
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2)
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) 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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2 and 235 lb uplift at
joint 8.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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
15093898B
Truss
G01GE
Truss Type
GABLE
Qty
1
Ply
2
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Oct 09 16:26:58 2015 Page 1 Universal Forest Products ID:WH4UjBjjDICf3xqILn4S_ByV6Cf-S515Ki6UBKONZTw0TR413FllxIZTkOhXXaRcUHyV65h
Scale = 1:62.0
T2 T3
B1
W3
W4 W5W2W1
ST6
ST7
ST4
ST5ST3
ST2
ST1
ST8
ST9
ST10
ST11
T1
T4
B21
2
3
4
5
6
7
16 15 14 13 12
10 9 8
35
36 11
37 38
4x6
6x6
4x6
3x8 4x6
4x8
4x12
3x4
3x6
2x4
3x8
3x8
2x4 2x4 2x4 2x4
3x8
3x8
4x10
9-3-0
9-3-0
15-0-0
5-9-0
20-9-0
5-9-0
30-0-0
9-3-0
9-3-09-3-0 15-0-05-9-0 20-9-05-9-0 30-0-09-3-0
0-2-810-2-80-2-88.00 12
Top chord dropped
for 2x6 outlookers
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
1.151.15NOIBC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.430.660.82
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in
-0.10-0.190.040.05
(loc)
8-338-3378-33
l/defl
>999>999n/a>999
L/d
240180n/a360
PLATES
MT20
Weight: 388 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF No.2WEBS2x4 SPF No.2 *Except* W5: 2x10 SP 2400F 2.0E, W1: 2x4 SPF No.2 or 2x4 SPF Stud
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-10,8-33.
REACTIONS.All bearings 11-11-8 except (jt=length) 7=0-5-8, 11=0-3-8.
(lb) - Max Horz1=305(LC 7)Max Uplift All uplift 100 lb or less at joint(s) except 1=-222(LC 3), 13=-401(LC 8), 12=-830(LC 1), 15=-137(LC 1), 16=-184(LC 8), 7=-281(LC 9), 11=-115(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 12, 14, 15 except 13=3143(LC 1), 16=550(LC 1), 7=2519(LC
3), 11=1077(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-337/800, 2-3=-1201/389, 3-4=-1133/418, 4-5=-1026/421, 5-35=-1246/395, 6-35=-1298/393, 6-7=-3957/883BOT CHORD 1-16=-527/280, 15-16=-527/280, 15-36=-527/280, 14-36=-527/280, 13-14=-527/280,
12-13=-527/280, 11-12=-527/280, 10-11=-527/280, 9-10=-570/3191, 8-9=-570/3191,
8-37=-570/3191, 37-38=-570/3191, 7-38=-570/3191
WEBS 4-10=-292/706, 6-10=-3340/910, 6-8=0/457, 2-10=-305/1973, 2-13=-2981/817
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) 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
4) 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 1.5) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.16) Unbalanced snow loads have been considered for this design.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 1, 401 lb uplift atjoint 13, 830 lb uplift at joint 12, 137 lb uplift at joint 15, 184 lb uplift at joint 16, 281 lb uplift at joint 7 and 115 lb uplift at joint 11.
12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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.
Continued on page 2
Job
15093898B
Truss
G01GE
Truss Type
GABLE
Qty
1
Ply
2
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Fri Oct 09 16:26:58 2015 Page 2 Universal Forest Products ID:WH4UjBjjDICf3xqILn4S_ByV6Cf-S515Ki6UBKONZTw0TR413FllxIZTkOhXXaRcUHyV65hNOTES-14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2500 lb down and 586 lb up at 20-9-0 on top chord. The
design/selection of such connection device(s) is the responsibility of others.
15) Studding applied to ply: 1(Front)
LOAD CASE(S)Standard1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)
Vert: 1-4=-100, 4-7=-100, 1-36=-20, 13-36=-60, 13-37=-20, 37-38=-60, 7-38=-20
Concentrated Loads (lb)
Vert: 6=-2500(F)
Job
15093898B
Truss
G02
Truss Type
COMMON
Qty
1
Ply
2
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sat Oct 10 06:21:27 2015 Page 1 Universal Forest Products ID:WH4UjBjjDICf3xqILn4S_ByV6Cf-yYuEi12?t1ZAu?5t3KsPqnyAnP4mUALFuqYYKiyUvtM
Scale = 1:60.0
T2 T2
B1
W3
W2 W1W2W1
T1 T1
B11
2
3
4
5
6
7
8
9
12 11 10
4x6
6x6
4x6
4x6 7x14 MT20HS
3x6
2x4
3x6
2x4 4x6
7-8-4
7-8-4
15-0-0
7-3-12
22-3-12
7-3-12
30-0-0
7-8-4
-1-5-01-5-0 7-8-47-8-4 15-0-07-3-12 22-3-127-3-12 30-0-07-8-4 31-5-01-5-0
0-9-210-9-211-5-150-9-28.00 12
Plate Offsets (X,Y)-- [2:0-1-3,0-1-11], [8:0-1-3,0-1-11], [11:0-7-0,0-4-8]
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 Incr
Code
2-0-01.151.15NO
IBC2009/TPI2007
CSI.
TCBCWB
(Matrix)
0.470.570.20
DEFL.
Vert(LL)Vert(TL)Horz(TL)
Wind(LL)
in-0.10-0.190.09
0.06
(loc)1110-118
11
l/defl>999>999n/a
>999
L/d240180n/a
360
PLATES
MT20MT20HS
Weight: 389 lb FT = 4%
GRIP
197/144148/108
LUMBER-
TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF No.2WEBS2x4 SPF No.2 *Except*
W3: 2x10 SP 2400F 2.0E, W1: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=4337/0-5-8 (min. 0-3-6), 8=4337/0-5-8 (min. 0-3-6)
Max Horz2=-314(LC 6)Max Uplift2=-545(LC 8), 8=-545(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6650/1539, 3-4=-5932/1485, 4-5=-5711/1521, 5-6=-5711/1521, 6-7=-5932/1485, 7-8=-6650/1539
BOT CHORD 2-12=-1059/5233, 11-12=-1059/5233, 10-11=-1059/5233, 8-10=-1059/5233
WEBS 5-11=-295/870, 7-11=-705/308, 7-10=0/311, 3-11=-705/308, 3-12=0/311
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) 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
4) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.15) Unbalanced snow loads have been considered for this design. 6) 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 overhangsnon-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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 lb uplift at joint 2 and 545 lb upliftat joint 8.
11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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) 4800 lb down and 1125 lb up at15-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
Job
15093898B
Truss
G02
Truss Type
COMMON
Qty
1
Ply
2
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sat Oct 10 06:21:27 2015 Page 2 Universal Forest Products ID:WH4UjBjjDICf3xqILn4S_ByV6Cf-yYuEi12?t1ZAu?5t3KsPqnyAnP4mUALFuqYYKiyUvtM
LOAD CASE(S)Standard
Uniform Loads (plf)
Vert: 1-5=-100, 5-9=-100, 2-8=-20
Concentrated Loads (lb)Vert: 5=-4800(F)