29722FA-VH_SHELBURNE LOT5_2ND FLR-RKH-072612-SEALS24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
29722FA
Job:SHELBURNE FARMHOUSE
Ordered On:07/22/13
10 FORD CROSSING
NORTHAMPTON, MA
LOT 5 BEECHWOOD AT VILLAGE HILL
ANDY CLOGSTON
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:43267-WRIGHT
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:ANDY CLOGSTON
07/25/13
**
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates.
08/17/13Projected Delivery By:
*BASED ON PLANS DATED 6/26/13.
*2ND FLR. TRUSSES.
SPECIAL INSTRUCTIONS:
QTY DEPTH O/A
LEFTRIGHT
CANTILEVER
LEFTRIGHTTRUSS ID TOTALPRICEPRICEUNITEND TYPEPROFILEFLOOR
FLOOR TRUSSES LOADING
40.0,10.0,0.0,10.0INFORMATION FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY SPANSPANBASE UNIT
WEIGHT
TCLL-TCDL-BCLL-BCDL LAYOUT BY:07/03/13ON:BRT
F10 01-00-00 29-00-00 9 29-00-00
F11A 01-00-00 15-04-00 5 15-04-00
F11B 01-00-00 06-00-00 4 06-00-00
F11C 01-00-00 06-03-08 1 06-03-08
F12 01-00-00 07-08-00 1 07-08-00
F13 01-00-00 04-03-08 1 04-03-08
F14 01-00-00 13-00-00 1 13-00-00
F15 01-00-00 16-00-00 5 16-00-00
F16GE 01-00-00 08-00-00 2 08-00-00
F17GE 01-00-00 12-08-08 2 12-08-08
F20 01-04-00 24-00-00 13 24-00-00
F20G 2 01-04-00 24-00-002 Ply 24-00-00
FLOOR SUB-TOTAL:
QTY NOTES PRICEUNITTOTALPRICE
ITEMS
CATEGORYITEM
32 2-PLY FLOOR TRUSS
CONNECTOR - 750#
FTC CLIPFloor Hangers
8 LIGHT DUTY FACE MOUNT
FLOOR TRUSS HANGER (4X8) -
1610# IN SPF / 1860# IN DF/SYP
U410Floor Hangers
ITEMS 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:
U410
U410
U410
.
..
U410
U410
U410
U410
U410
F14
F12
F13F11C
F20G
F20G
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F15
(5)
F10
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T4(6)
F20(
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F20
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F20(
4)
F11
B
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F11A
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F16GE(2)
F17G
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7-
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24
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59
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34
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14
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35
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29-00-00
6-06-00
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1-10-04
2-00-00
2-00-00
1-04-00 8-00
2-00-00
2-00-00
2-00-00
2-00-00
4-08 1-07-08
2-00-00
1-08-08
3-08-00
3-00-00
3-02-08
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Job Number: 29722FAThis non‐structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC’s product on the structure as a whole. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres to the ‘Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. The building owner/owner’s agent is responsible for coordinating all construction details between trades. Truss Engineering Corporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such.Quote Number:Drawn By: Brian Tetreault Job Name:Jobsite: SHELBURNE FARMHOUSE LOT 5 BEECHWOOD AT VILLAGE HILL10 FORD CROSSING NORTHAMPTONMA
Job
29722
Truss
F10
Truss Type
FLOOR TRUSS
Qty
9
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:21:01 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-LgEnV_o?LMU4_?GWFbFB6VB785e0o8VqbBZh0LyuyHm
Scale = 1:36.5
B1BL1 BL1
T1
B2
T21234567891011121314 15 16 17
31 30 29 28 27 26 25 24 23 22 21 20 19 18
32 33
3x6 FP
2x3
3x6
2x3
2x3
2x3
3x6 FP3x6
4x12
2x3 4x4
4x4
3x4
3x4
3x4
2x3
4x9 2x3
3x6
3x4
3x4
3x4
3x6
3x4
5-3-12 5-3-126-7-8 8-0-0
0-5-8
0-5-8
13-6-4
13-6-4
29-0-0
15-5-12
1-3-0 1-7-0 2-2-0
0-1-8
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [4:0-1-8,Edge], [5:0-1-8,0-0-0], [12:0-1-8,Edge], [17:0-1-8,Edge], [22:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [32:0-1-8,0-0-8], [33:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.880.840.41
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.28-0.500.06
(loc)
20-2120-2118
l/defl
>654>371n/a
L/d
480240n/a
PLATES
MT20
Weight: 107 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 2100F 1.8EBOT CHORD 4 X 2 SPF 2100F 1.8EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)31 =649/0-3-8 (min. 0-1-8)24 =2003/0-3-8 (min. 0-1-8)18 =785/0-3-8 (min. 0-1-8)Max Grav31 =705(LC 2)24 =2003(LC 1)
18 =822(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-1634/0, 3-4=-2313/0, 4-5=-2252/0, 5-6=-2252/0, 6-7=-781/657, 7-8=0/2199, 8-9=0/2199, 9-10=-905/408, 10-11=-905/408, 11-12=-2924/0, 12-13=-2924/0, 13-14=-2924/0, 14-15=-3054/0, 15-16=-1968/0
TOP CHORD2-3=-1634/0, 3-4=-2313/0, 4-5=-2252/0, 5-6=-2252/0,
6-7=-781/657, 7-8=0/2199, 8-9=0/2199, 9-10=-905/408,
10-11=-905/408, 11-12=-2924/0, 12-13=-2924/0, 13-14=-2924/0,
14-15=-3054/0, 15-16=-1968/0
BOT CHORD
30-31=0/1004, 29-30=0/2194, 28-29=0/2252, 27-28=0/2252, 26-27=-287/1596, 25-26=-1048/0, 24-25=-1048/0, 23-24=-814/0, 22-23=-14/1908, 21-22=0/2924, 20-21=0/3247, 19-20=0/2688, 18-19=0/1193WEBS7-24=-1633/0, 7-26=0/1085, 6-26=-1108/0, 6-27=0/1070, 5-27=-346/0, 2-31=-1186/0, 2-30=0/769, 3-30=-684/0, 4-29=0/399, 4-28=-250/0, 9-24=-1822/0, 9-23=0/1231, 11-23=-1301/0, 11-22=0/1439, 12-22=-540/0, 16-18=-1411/0,
16-19=0/945, 15-19=-879/0, 15-20=0/447, 14-21=-649/0
NOTES (8)
1) Unbalanced floor live loads have been considered for this design.2) All plates are 4x6 MT20 unless otherwise indicated.3) All bearings are assumed to be SPF No.2 . 4) 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.
5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.7) CAUTION, Do not erect truss backwards.8) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
29722
Truss
F11A
Truss Type
FLOOR TRUSS
Qty
5
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:21:24 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-A57TKr4RwQOpFXWx5x9aYLe5sNWehahCuGdOKWyuyHP
Scale = 1:19.2
B1
W1 BL1
T1
W3
1 2 3 4 5 6 7 8 9
16 15 14 13 12 11 10
17
2x3 2x3
3x6
2x3
4x6
2x3 3x4
3x6
4x6
4x6
4x6 4x6
4x6
3x4
3x4
3x4
3x6
8-0-0
0-3-8
5-2-0
5-2-0
6-3-0
1-1-0
7-4-0
1-1-0
7-7-0
0-3-0
15-4-0
7-9-0
1-3-0 1-2-0 2-2-0 0-1-8
1-0-0
1-0-0
U410 FROM BEAM
Plate Offsets (X,Y): [4:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,Edge]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.720.760.31
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.28-0.490.06
(loc)
12-1312-1310
l/defl
>654>372n/a
L/d
480240n/a
PLATES
MT20
Weight: 56 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 2100F 1.8EBOT CHORD 4 X 2 SPF 2100F 1.8EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)10 =903/0-3-8 (min. 0-1-8)16 =909/Mechanical
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-2139/0, 3-4=-3737/0, 4-5=-3737/0, 5-6=-3737/0,
6-7=-3504/0, 7-8=-2210/0
BOT CHORD
15-16=0/1273, 14-15=0/2991, 13-14=0/3737, 12-13=0/3830,
11-12=0/3039, 10-11=0/1319WEBS4-14=-443/0, 2-16=-1530/0, 2-15=0/1056, 3-15=-1041/0, 3-14=0/1100, 8-10=-1560/0, 8-11=0/1088, 7-11=-1012/0, 7-12=0/567, 6-12=-398/0, 6-13=-336/363
WEBS4-14=-443/0, 2-16=-1530/0, 2-15=0/1056, 3-15=-1041/0,
3-14=0/1100, 8-10=-1560/0, 8-11=0/1088, 7-11=-1012/0,
7-12=0/567, 6-12=-398/0, 6-13=-336/363
NOTES (8)
1) Unbalanced floor live loads have been considered for this design.2) All bearings are assumed to be SPF No.2 . 3) Refer to girder(s) for truss to truss connections.4) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
8) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F11B
Truss Type
Floor Truss
Qty
4
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:21:31 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-SR26oE9qHaGqacYH?vnDKpQPcB1EqonEVsqG4cyuyHI
Scale = 1:8.8
B1
BL1
W1 W1
T1
W2W2W2
1 2 3 4 5
9 8 7 6
10
2x3
3x6
2x3 2x3
3x4
3x4
3x4
3x4 2x3
2x3
0-5-8
6-0-0
6-0-0
1-3-0 1-7-8
0-1-8
1-0-0
1-0-0
U410 FROM BEAM
Plate Offsets (X,Y): [2:0-1-8,Edge], [3:0-1-8,0-0-0], [5:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [10:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.240.250.10
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.03-0.060.00
(loc)
6-76-76
l/defl
>999>999n/a
L/d
360240n/a
PLATES
MT20
Weight: 22 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 1650F 1.5EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)9 =343/0-3-8 (min. 0-1-8)6 =349/Mechanical
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-534/0, 3-4=-534/0
BOT CHORD
8-9=0/534, 7-8=0/534, 6-7=0/404
WEBS
4-6=-486/0, 2-9=-623/0
NOTES (8)1) Unbalanced floor live loads have been considered for this design.2) All bearings are assumed to be SPF No.2 . 3) Refer to girder(s) for truss to truss connections.
4) 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 1.5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.7) CAUTION, Do not erect truss backwards.8) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F11C
Truss Type
FLOOR TRUSS
Qty
1
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:21:45 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-27uPk0Kc_t1qGmdzqr1Vum0qcrq967TIj2D0ZoyuyH4
Scale = 1:8.9
B1
BL1
W1 BL2W1
T1
W2W2W2W2
1 2 3 4 5 6
10 9 8 7
11
2x3
3x6
2x3 3x4
3x6
3x4 3x4
3x4
3x4
2x3 2x3
0-5-8
6-3-8
6-3-8
1-3-0 0-6-8
0-1-8
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [3:0-1-8,Edge], [4:0-1-8,0-0-0], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.070.150.08
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.01-0.030.00
(loc)
9-109-107
l/defl
>999>999n/a
L/d
480240n/a
PLATES
MT20
Weight: 26 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 1650F 1.5EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)10 =356/0-3-8 (min. 0-1-8)7 =362/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-636/0, 3-4=-636/0, 4-5=-636/0
BOT CHORD
9-10=0/445, 8-9=0/636, 7-8=0/446
WEBS
5-7=-529/0, 2-10=-523/0, 5-8=0/259, 2-9=0/260
NOTES (6)1) Unbalanced floor live loads have been considered for this design.2) All bearings are assumed to be SPF No.2 .
3) 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 1.4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.6) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F13
Truss Type
FLOOR TRUSS
Qty
1
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:27:09 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-ZTTukpFrhQss8ZOFourU05QA9RQb1fx_DSi9x0yuyC0
Scale = 1:7.2
B1
BL1
W1 W1W1
T1
W2
1 2 3
6 5 4
7
3x4
2x3
3x4 3x4
3x6
3x4
3x4
0-5-8
1-6-8
1-6-8
4-3-8
2-9-0
1-3-8 1-3-0
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [7:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.250.110.06
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.00-0.010.00
(loc)
54-54
l/defl
>999>999n/a
L/d
480240n/a
PLATES
MT20
Weight: 18 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 1650F 1.5EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6 =236/0-3-8 (min. 0-1-8)4 =242/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD4-5=0/308
WEBS
2-4=-365/0
NOTES (6)1) All bearings are assumed to be SPF No.2 . 2) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each
truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.5) CAUTION, Do not erect truss backwards.6) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
29722
Truss
F14
Truss Type
FLOOR TRUSS
Qty
1
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:27:39 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-hEHE13cfcedckAh0ZBOWEQgEeXU93BYP66zk_HyuyBY
Scale = 1:16.2
B1
BL1
W1 W1
T1
1 2 3 4 5 6 7
14 13 12 11 10 9 8
15
2x3
3x6
2x3
3x4
3x6
3x6
3x6
3x4
3x4
3x4
2x3
3x6
3x6
3x6
3x4
0-5-8
6-7-8
13-0-0
13-0-0
1-3-0 2-1-8
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [4:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.500.780.24
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.20-0.330.04
(loc)
11-1211-128
l/defl
>778>464n/a
L/d
480240n/a
PLATES
MT20
Weight: 48 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 2100F 1.8EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)14 =759/0-3-8 (min. 0-1-8)8 =765/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-1792/0, 3-4=-2629/0, 4-5=-2637/0, 5-6=-1783/0
BOT CHORD
13-14=0/1088, 12-13=0/2428, 11-12=0/2637, 10-11=0/2637,
9-10=0/2637, 8-9=0/1072
WEBS2-14=-1286/0, 2-13=0/859, 3-13=-776/0, 3-12=0/349, 4-12=-299/175, 6-8=-1271/0, 6-9=0/868, 5-9=-1020/0, 5-10=0/287
NOTES (7)
1) Unbalanced floor live loads have been considered for this design.2) All bearings are assumed to be SPF No.2 . 3) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
7) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F16GE
Truss Type
Floor Truss
Qty
2
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:28:20 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-_7Fkd56NyFon9TKuTId8P3tL33gd9nCRY?PPwPyuyAv
Scale = 1:11.2
B1
W1 BL1
T1
ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7
14 13 12 11 10 9 8
8-0-0
8-0-0
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [7:0-1-8,Edge], [8:0-1-8,Edge]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.070.020.02
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 8
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 24 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF No.2BOT CHORD 4 X 2 SPF No.2WEBS4 X 2 SPF No.2
OTHERS 4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 8-0-0.(lb) - Max GravAll reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10)
1) All plates are 2x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) All bearings are assumed to be SPF No.2 .
6) 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 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.9) CAUTION, Do not erect truss backwards.10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F17GE
Truss Type
GABLE
Qty
2
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:28:25 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-L43dhoAWnnQ4FECrFrCJ67aBm4Noq2RAhG6AbcyuyAq
Scale = 1:15.4
B1
W1 W1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8 9 10 11
22 21 20 19 18 17 16 15 14 13 12
1-4-0
1-4-0
2-8-0
1-4-0
4-0-0
1-4-0
5-4-0
1-4-0
6-8-0
1-4-0
8-0-0
1-4-0
9-4-0
1-4-0
10-8-0
1-4-0
12-0-0
1-4-0
12-8-8
0-8-8
1-0-0
1-0-0
Plate Offsets (X,Y): [11:0-1-8,Edge], [12:0-1-8,Edge]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.070.020.02
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 12
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 38 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF No.2BOT CHORD 4 X 2 SPF No.2WEBS4 X 2 SPF No.2
OTHERS 4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 12-8-8.(lb) - Max GravAll reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9)
1) All plates are 2x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) All bearings are assumed to be SPF No.2 .
6) 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 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.9) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F15
Truss Type
FLOOR TRUSS
Qty
5
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:27:44 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-1B474ngoRBGuqxZzMkzhxUN4sYBlkQX8GOgVgUyuyBT
Scale = 1:20.0
B1
BL1 BL1
T1
W3
1 2 3 4 5 6 7 8 9
17 16 15 14 13 12 11 10
18 19
2x3
3x6
2x3
2x3
3x6
2x3
4x6
4x6
3x4
3x4
3x4
3x6
3x4 4x6
4x6
3x6
3x6
3x4
2x3
0-5-8
0-5-8
5-10-0 8-0-0
16-0-0
16-0-0
1-3-0 0-5-8 2-2-0
0-1-8
0-1-8
1-0-0
1-0-0
Plate Offsets (X,Y): [4:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,Edge], [18:0-1-8,0-0-8], [19:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.530.880.33
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.28-0.500.07
(loc)
12-1312-1310
l/defl
>673>381n/a
L/d
480240n/a
PLATES
MT20
Weight: 59 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 2100F 1.8EBOT CHORD 4 X 2 SPF 2100F 1.8EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)17 =939/0-3-8 (min. 0-1-8)10 =939/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-2316/0, 3-4=-3763/0, 4-5=-4116/0, 5-6=-4116/0,
6-7=-3708/0, 7-8=-2320/0
BOT CHORD
16-17=0/1391, 15-16=0/3152, 14-15=0/4116, 13-14=0/4116,
12-13=0/4091, 11-12=0/3199, 10-11=0/1375WEBS8-10=-1627/0, 8-11=0/1153, 7-11=-1073/0, 7-12=0/621, 6-12=-468/0, 6-13=-234/461, 2-17=-1646/0, 2-16=0/1130, 3-16=-1020/0, 3-15=0/846, 4-15=-901/0, 4-14=-27/444
WEBS8-10=-1627/0, 8-11=0/1153, 7-11=-1073/0, 7-12=0/621,
6-12=-468/0, 6-13=-234/461, 2-17=-1646/0, 2-16=0/1130,
3-16=-1020/0, 3-15=0/846, 4-15=-901/0, 4-14=-27/444
NOTES (6)
1) Unbalanced floor live loads have been considered for this design.2) All bearings are assumed to be SPF No.2 . 3) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.
6) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
U410
U410
U410
.
..
U410
U410
U410
U410
U410
F12
F13F11C
F20G
F20G
T4
G
E
CO
N
V
E
N
T
I
O
N
A
L
FR
A
M
E
D
PO
R
C
H
BO
N
U
S
R
O
O
M
LO
W
E
R
1
S
T
F
L
R
.
W
A
L
L
H
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I
G
H
T
BY
4
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D
U
E
T
R
U
S
S
D
E
P
T
H
B
E
I
N
G
1
6
"
F10(9)
T4(6)
F2
0(4)
F20(5)
F2
0(4)
F11B(4)
F
1
1
A
(5
)
E(2)
F1
7GE(2)
D V
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R
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R T
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24
-
0
0
-
0
0
34
-
0
4
-
0
0
1-
0
6
-
0
0
14
-
0
0
-
0
0
6-06-00
-0
0
-
0
0
-0
0
-
0
0
-0
0
-
0
0
24-00-00
24
-
0
8
-
0
0
7-04-08
8-
0
0
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0
0
7-
0
5
-
1
2
9-
0
0
-
0
8
7-
0
5
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1
2
1-10-04
2-00-00
2-00-00
1-04-00 8-00
2-00-00
2-00-00
2-00-00
2-00-00
4-08 1-07-08
2-00-00
1-08-08
3-08-00
3-00-00
3-02-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-04
9-
0
3
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Job Number: 29722FAThis non‐structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC’s product on the structure as a whole. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres to the ‘Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. The building owner/owner’s agent is responsible for coordinating all construction details between trades. Truss Engineering Corporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such.Quote Number:Drawn By: Brian Tetreault Job Name:Jobsite: SHELBURNE FARMHOUSE LOT 5 BEECHWOOD AT VILLAGE HILL10 FORD CROSSING NORTHAMPTONMA
Job
29722
Truss
F20
Truss Type
FLOOR TRUSS
Qty
13
Ply
1
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:41:04 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:FNccDv6?0TgNlM8cX4PJ_Pz?90W-c6QZ_KMc1_2OptkjDlKIMBWjm1CJACOuDsTrk7yuy_z
Scale = 1:30.1
B1
BL1 BL1
T1
B2
T21234567891011 12 13
25 24 23 22 21 20 19 18 17 16 15 14
26 27
3x12 M18SHS FP
2x3
4x6
2x3
2x3
2x3
3x6 FP
4x6
5x8
5x8
4x6
4x6
4x6
4x6
3x4
2x3
5x8
5x8
4x6
4x6
4x4
4x4
3x4
3x4
3x4
3x4
2x3
9-1-8
0-5-8
0-5-8
24-0-0
24-0-0
1-3-0 2-0-0
0-1-8
0-1-8
1-4-0
1-4-0
Plate Offsets (X,Y): [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,0-0-0], [19:0-1-8,Edge]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.870.920.47
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.55-0.970.13
(loc)
19-2019-2014
l/defl
>519>295n/a
L/d
480240n/a
PLATES
MT20M18SHS
Weight: 103 lb FT = 4%F, 10%E
GRIP
197/144220/195
LUMBERTOP CHORD 4 X 2 DF 2850F 2.3EBOT CHORD 4 X 2 DF 2850F 2.3EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19.
REACTIONS (lb/size)25 =1419/0-5-8 (min. 0-1-8)14 =1419/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD
2-3=-2728/0, 3-4=-4710/0, 4-5=-6062/0, 5-6=-6836/0,
6-7=-6781/0, 7-8=-6781/0, 8-9=-6076/0, 9-10=-6076/0,
10-11=-4707/0, 11-12=-2729/0
BOT CHORD24-25=0/1545, 23-24=0/3852, 22-23=0/5515, 21-22=0/6576, 20-21=0/6576, 19-20=0/6978, 18-19=0/6781, 17-18=0/6781, 16-17=0/5489, 15-16=0/3859, 14-15=0/1543WEBS12-14=-2051/0, 12-15=0/1649, 11-15=-1572/0, 11-16=0/1179,
WEBS12-14=-2051/0, 12-15=0/1649, 11-15=-1572/0, 11-16=0/1179,
10-16=-1088/0, 10-17=0/913, 8-17=-1186/0, 8-18=-32/399,
2-25=-2055/0, 2-24=0/1645, 3-24=-1564/0, 3-23=0/1194,
4-23=-1119/0, 4-22=0/761, 5-22=-715/0, 5-20=0/418,
6-20=-370/36, 6-19=-623/392
NOTES (9)1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) All bearings are assumed to be SPF No.2 . 6) 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.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.9) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
29722
Truss
F20G
Truss Type
FLOOR TRUSS
Qty
2
Ply
2
10 FORD CROSSING NORTHAMPTON, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Jul 24 06:41:00 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:FNccDv6?0TgNlM8cX4PJ_Pz?90W-kKA28yI5_lYyKGQy_vFMCLL1TQrrEOfJJEVdcLyuy?1
Scale = 1:30.1
BL1 BL1
B1
T2
B2
T11234 5 6 7 8 9 10 11 12 13
25 24 23 22 21 20 19 18 17 16 15 14
26 27
28 29 30
2x3
2x3
2x3
2x3
3x6
4x4
4x4
4x4
4x4
4x4
4x4
3x4
2x3 4x9
5x12 MT18H
5x9
4x6
4x4
3x4
3x4
3x4
3x4
3x4
3x4
2x3
3x10 M18SHS FP
3x6 FP 9-1-8
0-5-8
0-5-8
24-0-0
24-0-0
1-3-0 2-0-0
0-1-8
0-1-8
1-4-0
1-4-0
GIRDERS TO BE FIELD FASTENED
TOGETHER W/ FTC CLIPS
*24" O.C. TOP CHORD 48" O.C. BOTTOM CHORD.
Plate Offsets (X,Y): [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [25:Edge,0-1-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
1-0-0
1.001.00NOIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.890.950.51
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.42-0.860.10
(loc)
19-2019-2014
l/defl
>683>333n/a
L/d
480240n/a
PLATES
MT20MT18HM18SHSWeight: 207 lb FT = 4%F, 10%E
GRIP
197/144197/144220/195
LUMBERTOP CHORD 4 X 2 DF 2850F 2.3EBOT CHORD 4 X 2 DF 2850F 2.3EWEBS4 X 2 SPF No.2BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)14 =1325/0-5-8 (min. 0-1-8)25 =4025/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD25-26=-450/0, 1-26=-449/0, 2-28=-6681/0, 3-28=-6681/0,
3-29=-10473/0, 4-29=-10473/0, 4-30=-11216/0, 5-30=-11216/0,
5-6=-10411/0, 6-7=-8465/0, 7-8=-8465/0, 8-9=-6940/0,
9-10=-6940/0, 10-11=-4945/0, 11-12=-2699/0
BOT CHORD24-25=0/4072, 23-24=0/9269, 22-23=0/11640, 21-22=0/10827, 20-21=0/10827, 19-20=0/9744, 18-19=0/8465, 17-18=0/8465, 16-17=0/5896, 15-16=0/3919, 14-15=0/1462WEBS12-14=-1944/0, 12-15=0/1721, 11-15=-1697/0, 11-16=0/1427,
WEBS12-14=-1944/0, 12-15=0/1721, 11-15=-1697/0, 11-16=0/1427,
10-16=-1323/0, 10-17=0/1500, 8-17=-2187/0, 8-18=0/828,
2-25=-5389/0, 2-24=0/3630, 3-24=-3599/0, 3-23=0/1674,
4-23=-1623/0, 4-22=-690/0, 5-22=0/631, 5-20=-664/0,
6-20=0/1044, 6-19=-1916/0, 7-19=0/739
NOTES (10)1) Trusses to be fastened together to act as a single unit. All loads to be distributedequally over the 2 plies.2) Unbalanced floor live loads have been considered for this design.3) All plates are MT20 plates unless otherwise indicated. 4) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).5) Gable studs spaced at 1-4-0 oc.
6) All bearings are assumed to be SPF No.2 .
7) 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.
8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
1) Floor: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-25=-10, 1-30=-150, 13-30=-50
Concentrated Loads (lb)
Vert: 1=-450 2=-450 3=-450 4=-1000 28=-450 29=-450