13-048 30583-ELM COURT 21 Hatfield RD HATFIELD MA-dwg125 Sunderland Road P.O. Box 9676North Amherst, MA 01059
Cowls Building Supply, Inc.
(413)-549-0001
WORK ORDER #
Attn:
30583
Job:ELM COURT
Ordered On: 12/02/13
21 elm court rd
HATFIELD, MA
KEVIN DOWNES
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:24535
Clay MaloneyOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:KEVIN DOWNES
12/05/13
**
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates.
12/21/13Projected Delivery By:
straight truck deliverySPECIAL INSTRUCTIONS:
QTY TYPE
SPAN LUMBER
TOP BOT
OVRHG / CANT
LEFT RIGHT
PITCH
TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
50.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
SHIPPING WIDTH
UNIT
WEIGHT
LAYOUT BY: / /ON:
T1 6.00 0.00 24-03-00
01-00-00 01-00-00
2 X 4 2 X 4
FINK
14 24-03-00 07-00-12 103
T1GE 6.00 0.00 24-03-00
01-00-00 01-00-00
2 X 4 2 X 4
GABLE
2 24-03-00 07-00-12 110
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
30583
Truss
T1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Dec 02 10:09:41 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:23FAeawl?GfPiJ6DVgRxk9yFdEF-O_r39GYXjUAOgtmSylsl_TFY7RC7SYTGio1eL3yD2b8
Scale = 1:40.5
B1
T1 T1
W1 W1
B2
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
29 28 27 26 25 24 23 22 21 20 19 18 17 16
30
31 32
33
3x4
4x4
2x4 2x4
24-3-0
24-3-0
-1-0-0
1-0-0
12-1-8
12-1-8
24-3-0
12-1-8
25-3-0
1-0-0
1-0-07-0-121-0-06.00 12
LOADING (psf)
TCLL
(Ground Snow=50.0)
TCDL
BCLLBCDL
38.5
10.0
0.0 *10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSITCBCWB(Matrix)
0.070.040.20
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.00-0.000.00
(loc)141516
l/defln/rn/rn/a
L/d12090n/a
PLATESMT20
Weight: 110 lb FT = 10%
GRIP197/144
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACINGTOP CHORDStructural 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 24-3-0.
(lb) - Max Horz
29= -67(LC 7)
Max Uplift
All uplift 100 lb or less at joint(s) 29, 16, 24, 25, 26, 27,
28, 22, 20, 19, 18, 17Max GravAll reactions 250 lb or less at joint(s) 29, 16, 23, 26, 27, 28, 19, 18, 17 except 24=331(LC 14), 25=310(LC 3), 22=331(LC 15), 20=310(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD7-8=-68/294, 8-9=-68/294
WEBS
7-24=-291/136, 6-25=-261/99, 9-22=-291/136, 10-20=-261/99
WEBS
7-24=-291/136, 6-25=-261/99, 9-22=-291/136, 10-20=-261/99
NOTES (15)1) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.2) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 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 times
flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for basic load combinations, which include cases with
reductions for multiple concurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 29, 16, 24, 25, 26, 27, 28, 22, 20, 19, 18, 17.13) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.14) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
15) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
30583
Truss
T1
Truss Type
FINK
Qty
14
Ply
1
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Dec 02 10:09:22 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:23FAeawl?GfPiJ6DVgRxk9yFdEF-SKBt9mJcBen4vypoLG0IiSz7AmaWVtsTKKw8AgyD2bR
Scale = 1:40.2
B1
T1 T1
W3
W4 W4
W3
W1
W2
W1
W2
B2
0-5-8(0-2-6)
1513#/-206#
0-5-8(0-2-6)
1513#/-206#
1
2
3
4
5
6
7
12
11 10 9
8
15
16
17
18 19
20
21
22
13 14
3x4
5x6
3x4
4x4
3x4
4x4
4x6
3x6 3x6
4x6
8-3-7
8-3-7
15-11-9
7-8-2
24-3-0
8-3-7
-1-0-0
1-0-0
5-6-3
5-6-3
12-1-8
6-7-5
18-8-13
6-7-5
24-3-0
5-6-3
25-3-0
1-0-0
1-0-07-0-121-0-06.00 12
Plate Offsets (X,Y): [2:0-3-0,Edge], [4:0-3-8,0-2-8], [6:0-3-0,Edge]
LOADING (psf)
TCLL
(Ground Snow=50.0)
TCDLBCLLBCDL
38.5
10.00.0 *10.0
SPACINGPlates IncreaseLumber IncreaseRep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSITCBCWB(Matrix)
0.830.620.52
DEFLVert(LL)Vert(TL)Horz(TL)
in-0.18-0.290.07
(loc)9-1111-128
l/defl>999>999n/a
L/d240180n/a
PLATESMT20
Weight: 103 lb FT = 10%
GRIP197/144
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1: 2 X 4 SPF No.2BRACINGTOP CHORDStructural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS
1 Row at midpt 3-12, 5-8
REACTIONS (lb/size)
12 =1308/0-5-8 (min. 0-2-6)
8 =1308/0-5-8 (min. 0-2-6)Max Horz12 =67(LC 8)Max Uplift12 =-206(LC 9)8 =-206(LC 10)Max Grav12 =1513(LC 2)8 =1513(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-15=-452/98, 3-16=-1843/291, 16-17=-1818/293, 17-18=-1691/305, 4-18=-1682/316, 4-19=-1682/316, 19-20=-1691/305, 20-21=-1818/293, 5-21=-1843/291, 6-22=-452/98, 2-12=-502/170, 6-8=-502/170BOT CHORD11-12=-190/1753, 11-13=-64/1259, 13-14=-64/1259, 10-14=-64/1259, 9-10=-64/1259, 8-9=-190/1753
WEBS
3-11=-481/177, 4-11=-60/605, 4-9=-60/605, 5-9=-481/177,
3-12=-1736/244, 5-8=-1736/244
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 9-1-8, Exterior(2) 9-1-8 to 12-1-8, Interior(1) 15-1-8 to 22-3-0 zone;cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 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 times
flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for basic load combinations, which include cases withreductions for multiple concurrent live loads.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany 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 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 206 lb uplift at joint 12 and 206 lb uplift at joint 8.9) 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 theanalysis and design of this truss. 11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard