37 -001 27159-DENNO-RKH-020812-SEALS24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
27159
Job:RICH DENNO
Ordered On:02/07/12
551 FLORENCE RD.
NORTHAMPTON, MA
WAYNE HELMS
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
PO:RU40039-DENNO
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:WAYNE HELMS
02/10/12
**
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates.
02/18/12Projected Delivery By:
QTY TYPE
SPAN LUMBER
TOP BOT
OVRHG / CANT
LEFT RIGHT
PITCH
TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
SHIPPING WIDTH
UNIT
WEIGHT
LAYOUT BY: / /ON:
T1 7.00 0.00 22-01-00
01-00-00 01-00-00
2 X 4 2 X 4
FINK
14 22-01-00 07-05-05 98
T1GE 7.00 0.00 22-01-00
01-00-00 01-00-00
2 X 4 2 X 4
GABLE
2 22-01-00 07-05-05 105
ROOF SUB-TOTAL:
SUB-TOTAL
GRAND TOTAL
***** IMPORTANT NOTE *****
It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval.
Any and all changes must be received by Truss Engineering prior to the cancellation date.
Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation
date will be perceived as a full approval of order.
Truss Engineering is responsible for supplying only the material as listed on the order.
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges.
*** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Approved By: Approval Date:
PO #:Requested Delivery Date:
Job
27159
Truss
T1
Truss Type
FINK
Qty
14
Ply
1
551 FLORENCE RD. NORTHAMPTON, MA
Job Reference (optional)7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Feb 07 06:23:31 2012 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:YaA3BHnqblsrREHqYWxfv5znwu4-DIwLH2vyYxhMI4cKyilTgk8xm_rtxVP3CQqs8VzndVA
Scale = 1:42.5
B2
T1
T1
W3
W4 W4
W3
W1
W2
W1
W2
B1
1271#/-195#1271#/-195#
1
2
3
4
5
6
7
11 10 9 8
14
15
16
17 18
19
20
21
12 13
6x6
4x6
3x4
4x4 4x4
4x4
3x6 3x6
4x4
13-11-
5
7-1-0
7-1-0
15-0-0
7-11-0
22-1-0
7-1-0
-1-0-0
1-0-0
5-2-7
5-2-7
11-0-8
5-10-1
16-10-9
5-10-1
22-1-0
5-2-7
23-1-0
1-0-0
1-0-07-5-51-0-07.00 12
Plate Offsets (X,Y): [9:0-3-0,Edge]
LOADING (psf)TCLL(Ground Snow=40.0)TCDLBCLL
BCDL
30.8
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.860.690.40
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.22-0.350.05
(loc)
9-109-108
l/defl
>999>742n/a
L/d
240180n/a
PLATES
MT20
Weight: 99 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except*
W1: 2 X 4 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.
BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS1 Row at midpt 3-11, 5-8
REACTIONS (lb/size)11 =1271/0-3-8 (min. 0-2-0)8 =1271/0-3-8 (min. 0-2-0)Max Horz
11 =-185(LC 6)
Max Uplift
11 =-195(LC 8)
8 =-195(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-14=-333/122, 3-15=-1503/247, 15-16=-1420/253,
TOP CHORD2-14=-333/122, 3-15=-1503/247, 15-16=-1420/253,
16-17=-1383/257, 4-17=-1375/270, 4-18=-1375/270,
18-19=-1383/257, 19-20=-1420/253, 5-20=-1503/247,
6-21=-333/122, 2-11=-407/185, 6-8=-407/185
BOT CHORD
10-11=-133/1307, 10-12=-8/930, 12-13=-8/930, 9-13=-8/930, 8-9=-108/1307WEBS3-10=-318/177, 4-10=-88/593, 4-9=-88/593, 5-9=-318/177, 3-11=-1372/139, 5-8=-1372/139
NOTES (11)1) Wind: ASCE 7-05; 100mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0,
Interior(1) 2-0-0 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 14-0-8 to 20-1-0 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pg= 40.0 psf (ground snow); Pf=30.8 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 1.00 timesflat roof load of 30.8 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 allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.7) All bearings are assumed to be SPF No.2 . 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 11=195, 8=195.9) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
27159
Truss
T1GE
Truss Type
GABLE
Qty
2
Ply
1
551 FLORENCE RD. NORTHAMPTON, MA
Job Reference (optional)7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Feb 07 06:23:12 2012 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:YaA3BHnqblsrREHqYWxfv5znwu4-HeHAIYg105I2W9fgKDv0OkstMKV4_z2GqzkMz6zndVT
Scale = 1:45.0
B2
T1
T1
W1 W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST11
2
3
4
5
6
7
8
9
10
11
12
13
14 15
28 27 26 25 24 23 22 21 20 19 18 17 16
31 32
29 30
2x4
4x4
2x4
3x4
3x4
5x6
22-1-0
22-1-0
-1-0-0
1-0-0
11-0-8
11-0-8
22-1-0
11-0-8
23-1-0
1-0-0
1-0-07-5-51-0-07.00 12
Plate Offsets (X,Y): [20:0-3-0,0-3-0]
LOADING (psf)TCLL(Ground Snow=40.0)TCDLBCLL
BCDL
30.8
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.151.15YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.100.070.19
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.01-0.010.00
(loc)
151516
l/defl
n/rn/rn/a
L/d
12090n/a
PLATES
MT20
Weight: 105 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF No.2
OTHERS 2 X 4 SPF StudBRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 22-1-0.(lb) - Max Horz28= 185(LC 7)Max UpliftAll uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 16=-106(LC 7), 28=-155(LC 6), 27=-147(LC 7),
17=-114(LC 6)
Max Grav
All reactions 250 lb or less at joint(s) 16, 28, 25, 26, 27,
19, 18, 17 except 22=278(LC 1), 23=367(LC 2), 24=319(LC 2), 21=366(LC 3), 20=318(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (16)
1) Wind: ASCE 7-05; 100mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0,Exterior(2) 2-0-0 to 8-0-8, Corner(3) 8-0-8 to 11-0-8, Exterior(2) 14-0-8 to 20-1-0 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.33 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see MiTek "Standard Gable End Detail"3) TCLL: ASCE 7-05; Pg= 40.0 psf (ground snow); Pf=30.8 psf (flat roof snow);Category II; Exp B; Partially Exp.; Ct=1.1
4) 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 1.00 times
flat roof load of 30.8 psf on overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).9) Gable studs spaced at 2-0-0 oc.10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.11) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
12) All bearings are assumed to be SPF No.2 .
13) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 16=106,28=155, 27=147, 17=114.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 16) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard