29722F-VH_SHELBURNE LOT5_1ST FLR-RKH-072312-SEALS24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
29722F
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:43266-WRIGHT
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:ANDY CLOGSTON
08/05/13Requested Delivery:
07/25/13
**08/17/13Projected Delivery By:
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Requested Delivery" dates are NOT scheduled ship dates.
**
*BASED ON PLANS DATED 6/26/13.
*1ST FLOOR 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
F1 01-00-00 21-06-00 5 21-06-00
F2 01-00-00 07-06-00 1 07-06-00
F3 01-00-00 04-02-00 1 04-02-00
F4 01-00-00 28-09-00 9 28-09-00
F5 01-00-00 15-09-00 4 15-09-00
FLOOR 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:
F2 F3F1
F1
(4)
F4
(9)
F5
(4)
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(D
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T
13-00-0016-00-00
6-06-00
7-
0
0
-
0
0
28
-
0
0
-
0
0
24-00-
59
-
0
0
-
0
0
34
-
0
4
-
0
0
24-08-0
29-00-00
9-
0
3
-
0
0
7-04-081-10-04
2-00-00
2-00-00
4-
0
0
-
0
0
3-
0
8
3-
0
1
-
0
0
8-
0
4
-
0
8
21-07-08
1-00-00
2-00-00
2-00-00
1-00-00
2-00-00
10
-
0
1
-
0
8
Job Number: 29722FThis 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: Q1307001 Drawn By: Brian Tetreault Job Name:Jobsite: SHELBURNE FARMHOUSE LOT 5 BEECHWOOD AT VILLAGE HILL10 FORD CROSSING NORTHAMPTONMA
Job
29722
Truss
F1
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. Tue Jul 23 15:16:55 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-edTYSOJOMH3y1YGtSz1IY6UynCaxtOXHlb6D4Xyv9XM
Scale = 1:26.7
B1
BL1
T1 T3
W3 W4
B2
T212345678910 11 12 13
25 24 23 22 21 20 19 18 17 16 15 14
26
3x6 FP
2x3
3x6
2x3
3x6 FP 6x6
4x4
4x9
4x9
4x6
4x6
4x6
4x6
2x3
4x6 2x3
5-3-12
0-5-8
6-1-12
6-1-12
20-8-4
14-6-8
21-6-0
0-9-12
1-3-0 0-8-8 1-8-12
0-1-8
0-8-4
1-0-0
0-9-0
1-0-0
Plate Offsets (X,Y): [7:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-11,Edge], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [26:0-1-8,0-0-8]
LOADING (psf)
TCLLTCDLBCLLBCDL
40.010.00.010.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-0-0
1.001.00YESIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.560.780.33
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.20-0.34-0.02
(loc)
17-1817-1813
l/defl
>887>516n/a
L/d
480240n/a
PLATES
MT20
Weight: 80 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 6-0-0 oc bracing.
REACTIONS (lb/size)25 =80/0-3-0 (min. 0-1-8)13 =758/0-7-4 (min. 0-1-8)22 =1636/0-3-8 (min. 0-1-8)Max Uplift25 =-143(LC 3)Max Grav
25 =249(LC 2)
13 =764(LC 3)
22 =1636(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-269/570, 3-4=0/1418, 4-5=0/1869, 5-6=-577/0, 6-7=-2458/0,7-8=-2458/0, 8-9=-2736/0, 9-10=-2736/0, 10-11=-2289/0,
TOP CHORD2-3=-269/570, 3-4=0/1418, 4-5=0/1869, 5-6=-577/0,
6-7=-2458/0, 7-8=-2458/0, 8-9=-2736/0, 9-10=-2736/0,
10-11=-2289/0, 11-12=-967/0, 12-13=-971/0
BOT CHORD
24-25=-265/304, 23-24=-963/150, 22-23=-1791/0, 21-22=-466/0,
20-21=-466/0, 19-20=0/1551, 18-19=0/2458, 17-18=0/2458, 16-17=0/2747, 15-16=0/1786WEBS4-22=-664/0, 2-25=-358/314, 2-24=-372/0, 3-24=0/480, 3-23=-865/0, 4-23=0/698, 5-22=-1676/0, 5-20=0/1165, 6-20=-1204/0, 6-19=0/1168, 7-19=-384/0, 13-15=0/1153, 11-15=-1001/0, 11-16=0/614, 10-16=-559/0, 8-17=-19/460, 8-18=-274/0
NOTES (10)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x4 MT20 unless otherwise indicated.
3) All bearings are assumed to be SPF No.2 . 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 143 lb uplift at joint 25.5) 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 eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means.8) Gap between inside of top chord bearing and first diagonal or vertical web shall notexceed 0.500in.9) CAUTION, Do not erect truss backwards.10) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F2
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. Tue Jul 23 15:16:59 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:xtF?Ld9Y6DcpPdKfIFPjw3z?7Ay-XOj3IlMvPVZOWAaehp6EjyejTp5CpFMtgC4QDIyv9XI
Scale = 1:10.7
B1
W4
T2
T1
W1 W3
1 2 3 4 5
9 8 7 6
3x4
3x6
6x6 3x4
3x4
3x4
3x4
3x4
0-9-12
0-9-12
4-5-4
3-7-8
7-6-0
3-0-12
7-6-8
0-0-8
1-3-0 1-7-4
0-8-4
1-0-0
0-9-0 1-0-0
LOADING (psf)
TCLL
TCDLBCLLBCDL
40.0
10.00.010.0
SPACING
Plates Increase
Lumber IncreaseRep Stress IncrCode
2-0-0
1.00
1.00YESIRC2009/TPI2007
CSI
TC
BCWB(Matrix)
0.20
0.180.15
DEFL
Vert(LL)
Vert(TL)Horz(TL)
in
-0.01
-0.030.00
(loc)
7
6-76
l/defl
>999
>999n/a
L/d
480
240n/a
PLATES
MT20
Weight: 29 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)6 =404/0-3-8 (min. 0-1-8)1 =401/0-7-4 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-443/0, 2-3=-440/0, 3-4=-744/0BOT CHORD
7-8=0/780, 6-7=0/624
WEBS
1-8=0/525, 3-8=-415/0, 4-6=-699/0
NOTES (7)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 the
analysis and design of this truss.
4) 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.5) Gap between inside of top chord bearing and first diagonal or vertical web shall notexceed 0.500in.6) CAUTION, Do not erect truss backwards.7) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
Job
29722
Truss
F3
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. Tue Jul 23 15:17:03 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:FNccDv6?0TgNlM8cX4PJ_Pz?90W-P9ya77PPTk4p?nuPwfAAtopOGRTpl5yTbq2eM3yv9XE
Scale = 1:7.2
B1
W4W4
T2
T1
W1 W3
1 2 3 4
7 6 5
3x4
3x6
6x6 3x4
3x4
3x4
0-9-12
0-9-12
4-2-0
3-4-4
1-3-0 0-8-12
0-8-4
1-0-0
0-9-0 1-0-0
LOADING (psf)
TCLL
TCDLBCLLBCDL
40.0
10.00.010.0
SPACING
Plates Increase
Lumber IncreaseRep Stress IncrCode
2-0-0
1.00
1.00YESIRC2009/TPI2007
CSI
TC
BCWB(Matrix)
0.21
0.080.05
DEFL
Vert(LL)
Vert(TL)Horz(TL)
in
-0.00
-0.010.00
(loc)
7
75
l/defl
>999
>999n/a
L/d
480
240n/a
PLATES
MT20
Weight: 17 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 4-2-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5 =201/0-3-8 (min. 0-1-8)1 =199/0-7-4 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS3-5=-271/0
NOTES (7)
1) All bearings are assumed to be SPF No.2 .
2) 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 1.3) "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 eachtruss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends 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
29722
Truss
F4
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. Tue Jul 23 15:17:22 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:FNccDv6?0TgNlM8cX4PJ_Pz?90W-Lpcl6deK?aT7nir3X80d8o5X?5mGic1GyH98WTyv9Wx
Scale = 1:35.9
B1
T2T1 T1
W1 W1B2
T312345678910111213 14 15 16 17
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x6 FP
6x6 3x6 FP 6x6 3x6
4x9
4x6
4x6
4x6
4x4
2x3
4x6
3x6
4x6
4x6
4x6
4x6
2x3
4x6 2x3
5-3-12 5-3-12 8-3-12
5-11-4
0-1-8
0-9-12
0-9-12
13-4-12
12-7-0
27-11-4
14-6-8
28-9-0
0-9-12
1-3-0 2-1-12 1-8-12
0-8-4
0-8-4
1-0-0
0-9-0
0-9-0
1-0-0
Plate Offsets (X,Y): [5:0-1-8,0-0-0], [12:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-11,Edge], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:0-1-8,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)
0.690.840.34
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.22-0.38-0.05
(loc)
21-2221-2217
l/defl
>788>465n/a
L/d
480240n/a
PLATES
MT20
Weight: 105 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.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28,25-27,24-25.
REACTIONS (lb/size)1 =617/0-7-4 (min. 0-1-8)17 =753/0-7-4 (min. 0-1-8)25 =1910/0-3-8 (min. 0-1-8)Max Grav1 =671(LC 2)
17 =788(LC 3)
25 =1910(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-847/0, 2-3=-844/0, 3-4=-1873/0, 4-5=-2074/0, 5-6=-2074/0,6-7=-767/580, 7-8=0/2093, 8-9=0/2093, 9-10=-909/339, 10-11=-909/339, 11-12=-2689/0, 12-13=-2689/0, 13-14=-2915/0,
TOP CHORD1-2=-847/0, 2-3=-844/0, 3-4=-1873/0, 4-5=-2074/0,
5-6=-2074/0, 6-7=-767/580, 7-8=0/2093, 8-9=0/2093,
9-10=-909/339, 10-11=-909/339, 11-12=-2689/0, 12-13=-2689/0,
13-14=-2915/0, 14-15=-2390/0, 15-16=-1003/0, 16-17=-1007/0
BOT CHORD
30-31=0/1558, 29-30=0/2074, 28-29=0/2074, 27-28=-227/1512, 26-27=-946/5, 25-26=-946/5, 24-25=-727/0, 23-24=0/1851, 22-23=0/2689, 21-22=0/2689, 20-21=0/2879, 19-20=0/1857WEBS7-25=-1547/0, 7-27=0/1007, 6-27=-1026/0, 6-28=0/977, 5-28=-326/0, 1-31=0/1006, 3-31=-871/0, 3-30=0/385, 9-25=-1743/0, 9-24=0/1178, 11-24=-1233/0, 11-23=0/1211, 12-23=-374/0, 17-19=0/1197, 15-19=-1042/0, 15-20=0/651, 14-20=-596/0, 13-21=0/528, 13-22=-320/0
NOTES (9)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x4 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 theanalysis 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 outerends or restrained by other means.7) Gap between inside of top chord bearing and first diagonal or vertical web shall notexceed 0.500in.8) CAUTION, Do not erect truss backwards.9) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
29722
Truss
F5
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. Tue Jul 23 15:17:31 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:FNccDv6?0TgNlM8cX4PJ_Pz?90W-bYf9?ilztLbrM51nZXhk0iz84jt7Jgma1Bq7LRyv9Wo
Scale = 1:19.6
B1
T2T1 T1
W1W1
1 2 3 4 5 6 7 8 9
18 17 16 15 14 13 12 11 10
6x6 6x6 3x4 3x4
4x9
4x4
4x4
3x4
3x4
3x4
2x3 4x9
4x4
4x4
3x4
2x3
8-3-12
0-9-12
0-9-12
14-11-4
14-1-8
15-9-0
0-9-12
1-3-0 1-7-8
0-8-4
0-8-4
1-0-0
0-9-0
0-9-0
1-0-0
Plate Offsets (X,Y): [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-11,Edge], [14:0-1-8,0-0-0], [15:0-1-8,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)
0.410.730.37
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.19-0.34-0.04
(loc)
13-1413-149
l/defl
>887>507n/a
L/d
480240n/a
PLATES
MT20
Weight: 57 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.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1 =860/0-7-4 (min. 0-1-8)9 =860/0-7-4 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD1-2=-1112/0, 2-3=-1108/0, 3-4=-2685/0, 4-5=-3406/0,
5-6=-3423/0, 6-7=-2694/0, 7-8=-1109/0, 8-9=-1113/0
BOT CHORD
16-17=0/2052, 15-16=0/3406, 14-15=0/3406, 13-14=0/3406,
12-13=0/3272, 11-12=0/2063WEBS9-11=0/1323, 7-11=-1164/0, 7-12=0/771, 6-12=-705/0, 6-13=0/336, 5-13=-300/245, 1-17=0/1321, 3-17=-1153/0, 3-16=0/772, 4-16=-927/0, 4-15=-2/278
WEBS9-11=0/1323, 7-11=-1164/0, 7-12=0/771, 6-12=-705/0,
6-13=0/336, 5-13=-300/245, 1-17=0/1321, 3-17=-1153/0,
3-16=0/772, 4-16=-927/0, 4-15=-2/278
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) Gap between inside of top chord bearing and first diagonal or vertical web shall not
exceed 0.500in.
7) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard