32 Walnut-RKH-052011-SEALS24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
25567
Job:GREG AND MARIE QUILL
Ordered On:05/18/11
WALNUT ST.
NORTHAMPTON, MA
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:RU-43547 F
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:ANDY CLOGSTON
06/01/11Requested Delivery:
05/21/11
Scheduled Delivery:06/01/11
** Truss Engineering's Shipping Department has confirmed this as the ACTUAL ship date. Please
contact us IMMEDIATELY if this date needs to be changed.
**
SHIP WITH 25567SPECIAL INSTRUCTIONS:
QTY DEPTH O/A
LEFTRIGHT
CANTILEVER
LEFTRIGHTTRUSS ID TOTALPRICEPRICEUNITEND TYPEPROFILEFLOOR
FLOOR TRUSSES LOADING
40.0,12.0,0.0,5.0INFORMATION FLOOR TRUSS SPACING:16.0 IN. O.C. (TYP.)
PLY SPANSPANBASE UNIT
WEIGHT
TCLL-TCDL-BCLL-BCDL LAYOUT BY: / /ON:
F1 01-06-00 25-00-00 21 25-00-00
F1GE 01-06-00 25-00-00 2 25-00-00
F2 01-06-00 16-00-00 5 16-00-00
F3GE 01-06-00 06-06-00 2 06-06-00
FG1 2 01-06-00 25-00-002 Ply 25-00-00
FG2 01-03-00 06-06-00 1 06-06-00
FLOOR SUB-TOTAL:
ITEM TYPEQTYITEM NAME NOTES PRICEUNITTOTALPRICE
ITEMS
FTC CLIP Floor Hangers 8 2-PLY FLOOR TRUSS
CONNECTOR - 750#
THAC422 Hanger 2
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.
Job Number: 25566
This 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: Q1103002
Drawn By: Brian Tetreault
Job Name:
Jobsite:
GREG AND MARIE QUILL
WALNUT ST.
NORTHAMPTONMA
2 PLY FLOOR TRUSS FTC CONNECTION DETAIL ST-FTC_CLIP
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
1-
0
-
0
M
I
N
.
ABCDEFGHI
RQPONMLKJ
S T
MAX. CONCENTRATED LOAD
AS PER CHART BELOW
TRUSS
SIZE
MAX. CONC. LOAD ( lb's. ) PER CLIP
USP FLOOR TRUSS CLIPS - FTC SERIES
3 x 2
( 2 ) 3 x 2
4 x 2
FTC32
FTC32-2
FTC1
1360
1360
1730
1180
1180
1500
SYP / DOUG-FIR SPF
4 5/8"
4 3 /8"
3"
2 1/1 6"
4 5/8"
4 3/8"
1 1/2"
2 1/1 6 "
( 2 ) 4 x 2
USP
STOCK NO.
FTC217301500
MAX. TRANSFER LOAD ( lb's. ) PER CLIP
680
680
865
590
590
750
SYP / DOUG-FIR SPF
865750
MAX. UNIFORM LOAD ( plf ) 24" O.C. SPACING
680
680
865
590
590
750
SYP / DOUG-FIR SPF
865750
TRUSS
SIZE
3 x 2
( 2 ) 3 x 2
4 x 2
FTC32
FTC32-2
FTC1
( 10 ) 10d x 1-1/2"
( 10 ) 10d x 1-1/2"
( 10 ) 10d
FASTENER
SCHEDULE
( 2 ) 4 x 2
USP
STOCK NO.
FTC2( 10 ) 10d
FOLLOW USP INSTALLATION INSTRUCTIONS. USE ALL SPECIFIED FASTENERS.
MAX. UNIFORM LOAD ( plf ) REQUIRES FTC CLIPS TO BE PLACED AT A 24" O.C. MAX. SPACING
ALONG THE LOADED CHORD.
FTC32 / FTC1 FTC32-2 / FTC2
MAX. UNIFORM LOAD AS PER CHART BELOW
10d x 1-1/2" NAILS ARE 9 GAUGE ( 0.148" DIAMETER) BY 1-1/2" LONG
MiTek Industries, Inc.
R MiTek Industries, Chesterfield, MO Page 1 of 1
JANUARY 1, 2009
Job
25566
Truss
F1
Truss Type
FLOOR
Qty
21
Ply
1
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)7.250 s Nov 19 2010 MiTek Industries, Inc. Thu May 19 11:13:17 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:ysqqeRuLPeFWKsR7QC_ZdozfMwt-ZJXIaXAYA?_A7e_jK6mxZKuDeWYWw5NGUT2L4ZzEzHm
Scale = 1:31.1
B1
BL1 BL1
T1
W3
B2
T212345678910 11 12
20 19 18 17 16 15 14 13
21 22
3x12 MT20H FP3x6
3x6 FP
3x6
4x9 4x9
4x9 4x9
3x4 3x6
3x6
3x4
3x4
10-6-0 12-7-8
25-0-0
25-0-0
2-6-0 1-10-8 2-0-0
0-1-8
0-1-8
1-6-0
1-6-0
Plate Offsets (X,Y): [1:Edge,0-0-12], [6:0-1-8,Edge], [17:0-1-8,Edge], [21:0-1-8,0-0-12], [22:0-1-8,0-0-12]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
1-4-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.590.750.39
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.47-0.770.11
(loc)
15-1615-1613
l/defl
>629>387n/a
L/d
480360n/a
PLATES
MT20MT20H
Weight: 97 lb FT = 4%F, 10%E
GRIP
197/144148/108
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 1650F 1.5E *Except* B2: 4 X 2 SPF 2100F 1.8E
WEBS 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 (lb/size)20 =936/0-5-8 (min. 0-1-8)13 =936/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD
2-3=-2832/0, 3-4=-2832/0, 4-5=-4177/0, 5-6=-4177/0,
6-7=-4143/0, 7-8=-4143/0, 8-9=-4143/0, 9-10=-2833/0,
10-11=-2833/0
BOT CHORD19-20=0/1623, 18-19=0/3655, 17-18=0/3655, 16-17=0/4177, 15-16=0/4177, 14-15=0/3655, 13-14=0/1625WEBS11-13=-1831/0, 2-20=-1828/0, 11-14=0/1371, 9-14=-933/0,
WEBS11-13=-1831/0, 2-20=-1828/0, 11-14=0/1371, 9-14=-933/0,
4-19=-934/0, 9-15=0/554, 4-17=0/793, 6-15=-457/310,
2-19=0/1372
NOTES (8)
1) Unbalanced floor live loads have been considered for this design.2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated.4) All bearings are assumed to be SPF No.2 . 5) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 7) 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 outer
ends or restrained by other means.
8) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
25566
Truss
F2
Truss Type
FLOOR TRUSS
Qty
5
Ply
1
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)
7.250 s Nov 19 2010 MiTek Industries, Inc. Wed May 18 09:24:14 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:pDq0VijfDn5_LfO_GyLxAJzKYZt-ST6rDopzMUWxIpyq_HGFqH_qydDnjxSsGtEjSBzFK_?
B1
BL1
T1 T2
W5W4W3
586#/0#590#/0#
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
1.5x4
3x6
1.5x4
6x6 3x4 3x4
3x4
1.5x4
5x6
1.5x4 3x4
3x6
1.5x4 3x4
4x4
5x6
10-6-0
10-4-8
10-4-8
10-6-0
0-1-8
11-4-8
0-10-8
12-3-0
0-10-8
14-5-0
2-2-0
15-7-8
1-2-8
16-0-0
0-4-8
2-6-0 1-10-8 0-8-0 1-3-0 1-3-0
0-1-8
0-4-0
1-6-0
1-3-0
1-6-0
Plate Offsets (X,Y): [1:Edge,0-0-12], [9:0-1-2,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,0-0-12]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
1-4-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.980.780.25
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.30-0.510.04
(loc)
13-1413-149
l/defl
>617>363n/a
L/d
480360n/a
PLATES
MT20
Weight: 63 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, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)15 =586/0-3-8 (min. 0-1-8)9 =590/0-3-8 (min. 0-1-8)
FORCES (lb) - First Load Case OnlyTOP CHORD15-16=-70, 1-16=-70, 1-2=-3, 2-3=-1526,
3-4=-1526, 4-5=-1348, 5-6=-1348, 6-7=-1348,
7-8=-466, 8-9=-469
BOT CHORD
14-15=969, 13-14=1693, 12-13=1348, 11-12=953,10-11=0WEBS5-13=86, 6-12=-570, 2-15=-1090, 2-14=632,
WEBS5-13=86, 6-12=-570, 2-15=-1090, 2-14=632,
3-14=-146, 4-14=-189, 4-13=-391, 9-11=676,
7-11=-723, 7-12=842
NOTES (7)
1) Unbalanced floor live loads have been considered for thisdesign.2) This truss is designed in accordance with the 2009International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.3) "Semi-rigid pitchbreaks with fixed heels" Member end fixitymodel was used in the analysis 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 outer ends or
restrained by other means.
5) Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in.6) CAUTION, Do not erect truss backwards.7) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
25566
Truss
FG2
Truss Type
Floor Truss
Qty
1
Ply
1
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)
7.250 s Nov 19 2010 MiTek Industries, Inc. Wed May 18 09:17:01 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:pDq0VijfDn5_LfO_GyLxAJzKYZt-e9S9KlZMKRyNsHMc7r?jnzYt24Wsm2G7i?sIlnzFK4m
B1
W1 W1
T1
W3W2W3
1554#/0#1894#/0#
1 2 3 4 5
9 8 7 6
10 113x4
4x9
3x4
4x9
4x6
4x6
3x4 1.5x4
1.5x4
6-6-0
6-6-0
2-0-0 0-9-0 1-6-0
1-3-0
1-3-0
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-1-8,Edge], [6:Edge,0-1-8], [7:0-1-8,Edge], [9:Edge,0-1-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00NOIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.800.500.45
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.05-0.080.02
(loc)
6-76-76
l/defl
>999>993n/a
L/d
480360n/a
PLATES
MT20
Weight: 31 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SYP 2850F 2.3EBOT 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 CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)9 =1441/Mechanical6 =1703/MechanicalMax Grav9 =1554(LC 2)6 =1894(LC 3)
FORCES (lb) - First Load Case Only
TOP CHORD
1-9=-351, 5-6=-535, 1-10=0, 2-10=0, 2-3=-2100, 3-11=-2100, 4-11=-2100, 4-5=0BOT CHORD8-9=2100, 7-8=2100, 6-7=1661
BOT CHORD8-9=2100, 7-8=2100, 6-7=1661
WEBS
4-6=-2020, 2-9=-2361, 4-7=542, 2-8=27,
3-7=-309
NOTES (6)1) Unbalanced floor live loads have been considered for thisdesign.2) Refer to girder(s) for truss to truss connections.3) This truss is designed in accordance with the 2009International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks with fixed heels" Member end fixitymodel was used in the analysis and design of this truss.
5) 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 outer ends or
restrained by other means.6) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
1) Floor: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 6-9=-10, 1-5=-104
Concentrated Loads (lb)
Vert: 5=-486 4=-486 2=-486 10=-486 11=-486
Job
25566
Truss
FG1
Truss Type
FLOOR TRUSS
Qty
2
Ply
2
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)7.250 s Nov 19 2010 MiTek Industries, Inc. Wed May 18 09:50:35 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:pDq0VijfDn5_LfO_GyLxAJzKYZt-cm4iiiVN20KNLFZgESgCjxy2gxnhevLapLjtR2zFJbI
Scale = 1:31.7
B1
BL1 BL1
T1
W4W3W4
B2
T21234567891011 12 13
22 21 20 19 18 17 16 15 14
23 24
25
3x12 MT20H FP
1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x6 FP
4x6
1.5x4
1.5x4
4x4 4x9
4x9
1.5x4 4x6
3x6
4x9
4x12
1.5x4 4x4
4x9 4x4
3x4
3x6
THAC422
10-6-0
10-4-8
10-4-8
10-6-0
0-1-8
11-4-8
0-10-8
12-3-0
0-10-8
15-10-4
3-7-4
25-0-0
9-1-12
2-6-0 1-10-8 1-11-8 1-1-0 1-1-0
0-1-8
0-1-8
1-6-0
1-6-0
APPLY FTC CLIPS AS FOLLOWS:(2) EACH SIDE OF LOAD CARRYING
VERTICAL TOP AND BOTTOM CHORD
Plate Offsets (X,Y): [1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [17:0-1-8,Edge], [19:0-1-8,Edge], [23:0-1-8,0-0-12], [24:0-1-8,0-0-12]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
1-4-0
1.001.00NOIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.810.900.48
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.45-0.730.09
(loc)
17-1817-1814
l/defl
>661>409n/a
L/d
480360n/a
PLATES
MT20MT20H
Weight: 239 lb FT = 4%F, 10%E
GRIP
197/144187/143
LUMBERTOP CHORD 4 X 2 SYP 2850F 2.3EBOT CHORD 4 X 2 SYP 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)22 =1486/0-3-8 (min. 0-1-8)14 =1911/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-4882/0, 3-4=-4882/0, 4-5=-8640/0, 5-6=-8640/0,
6-7=-10022/0, 7-8=-10141/0, 8-9=-10141/0, 9-10=-10141/0,
10-11=-6448/0, 11-12=-6448/0
BOT CHORD
21-22=0/2649, 20-21=0/6740, 19-20=0/6740, 18-19=0/8640, 17-18=0/8640, 16-17=0/10022, 15-16=0/9032, 14-15=0/3457WEBS5-19=-712/0, 6-18=-579/0, 2-22=-2986/0, 2-21=0/2535, 4-21=-2108/0, 4-19=0/2398, 12-14=-3898/0, 12-15=0/3394,
WEBS5-19=-712/0, 6-18=-579/0, 2-22=-2986/0, 2-21=0/2535,
4-21=-2108/0, 4-19=0/2398, 12-14=-3898/0, 12-15=0/3394,
10-15=-2932/0, 10-16=0/1635, 7-17=-757/0, 6-17=0/2058,
8-16=-1439/0, 7-16=0/293
NOTES (11)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) All bearings are assumed to be SPF No.2 . 5) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
7) 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 outer
ends or restrained by other means.8) Use Simpson Strong-Tie THAC422 (6-16d Girder, 6-16d Truss) or equivalent at15-10-4 from the left end to connect truss(es) FG2 (1 ply 4 X 2 SPF) to back face of topchord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) WARNING: The following hangers are manually applied but fail due to geometricconsiderations: THAC422 on back face at 15-10-4 from the left end.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as
front (F) or back (B).11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard1) Floor: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 14-22=-7, 1-13=-69Concentrated Loads (lb)
Vert: 8=-1508(B) 25=-17
Job
25566
Truss
F1GE
Truss Type
GABLE
Qty
2
Ply
1
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)7.250 s Nov 19 2010 MiTek Industries, Inc. Thu May 19 11:13:26 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:ysqqeRuLPeFWKsR7QC_ZdozfMwt-o2aiTcHC2m6ui0ARMVR2QEmu18oJXFRaYMkJuYzEzHd
Scale = 1:31.3
B1
BL1 BL1
T1
B2
T2
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
43 44
3x4 3x6 FP 3x4
3x6 FP
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
13-4-0
1-4-0
14-8-0
1-4-0
16-0-0
1-4-0
17-4-0
1-4-0
18-8-0
1-4-0
20-0-0
1-4-0
21-4-0
1-4-0
22-8-0
1-4-0
24-0-0
1-4-0
25-0-0
1-0-0
0-1-8 0-1-8
1-6-0
1-6-0
Plate Offsets (X,Y): [1:Edge,0-0-12], [43:0-1-8,0-0-12], [44:0-1-8,0-0-12]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
1-4-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.040.000.01
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 22
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 88 lb FT = 4%F, 10%E
GRIP
197/144
LUMBERTOP CHORD 4 X 2 SPF 1650F 1.5EBOT CHORD 4 X 2 SPF 1650F 1.5E *Except* B2: 4 X 2 SPF 2100F 1.8E
WEBS 4 X 2 SPF No.2
OTHERS 4 X 2 SPF No.2
BRACING
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 25-0-0.(lb) - Max GravAll reactions 250 lb or less at joint(s) 42, 22, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9)
1) All plates are 1.5x4 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
25566
Truss
F3GE
Truss Type
GABLE
Qty
2
Ply
1
WALNUT ST. NORTHAMPTON, MA
Job Reference (optional)
7.250 s Nov 19 2010 MiTek Industries, Inc. Wed May 18 09:17:45 2011 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:pDq0VijfDn5_LfO_GyLxAJzKYZt-Ld6nZo6zzyV781j3i4n1ZFNZRqek42ocprWdIEzFK44
B1
W1 W1
T1
ST1 ST1 ST1 ST1
1 2 3 4 5 6
12 11 10 9 8 7
3x4 3x4
3x4 3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1-4-0
1-4-0
2-8-0
1-4-0
4-0-0
1-4-0
5-4-0
1-4-0
6-6-0
1-2-0
1-6-0
1-6-0
Plate Offsets (X,Y): [1:Edge,0-1-8], [12:Edge,0-1-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.012.00.05.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.070.010.02
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a0.00
(loc)
- - 7
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 26 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 6-6-0.(lb) - Max GravAll reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8
FORCES (lb) - First Load Case Only
TOP CHORD
1-12=-58, 6-7=-49, 1-2=-7, 2-3=-7, 3-4=-7,
4-5=-7, 5-6=-7BOT CHORD11-12=7, 10-11=7, 9-10=7, 8-9=7, 7-8=7
BOT CHORD11-12=7, 10-11=7, 9-10=7, 8-9=7, 7-8=7
WEBS
2-11=-137, 3-10=-139, 4-9=-142, 5-8=-126
NOTES (7)
1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely bracedagainst lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) This truss is designed in accordance with the 2009International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks with fixed heels" Member end fixitymodel 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 each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or
restrained by other means.7) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard