HomeMy WebLinkAboutFOXHALL A TRUSS SEALSRe:
The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)
identified and that the designs comply with ANSI/TPI-1. These designs are based upon parameters shown (e.g., loads,
supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included
is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation of these designs.
MiTek has not independently verified the applicability of the design parameters or the designs for any particular building.
Before use, the building designer should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Timberland Home Center-Brazil, IN.
Liu, Xuegang
FOXHALL A
Pages or sheets covered by this seal: I25007528 thru I25007530
My license renewal date for the state of Indiana is July 31, 2016.
1500348
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
314-434-1200
MiTek USA, Inc.
October 1,2015
Job
1500348
Truss
A
Truss Type
COMMON
Qty
6
Ply
1
FOXHALL A
Job Reference (optional)
I25007528
7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 01 07:56:41 2015 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:bGeFAYaFjKIpKe8hqe4aIpzZg4n-7KFthUESGW?gb9Id7JZeEotT5f4bnR_GnhWEpkyXrRq
Scale = 1:69.0
1 2
3
4
5
6
7
8
9
10
11
16 15 14 13 12
17 183x6
5x6
3x6
6x6
3x6 3x8
3x4
3x4
2x4
3x4
3x4
2x4
6x6
3x6
10-1-1
10-1-1
20-0-0
9-10-15
29-10-15
9-10-15
40-0-0
10-1-1
-0-11-4
0-11-4
6-9-6
6-9-6
13-4-11
6-7-5
20-0-0
6-7-5
26-7-5
6-7-5
33-2-10
6-7-5
40-0-0
6-9-6
40-11-4
0-11-4
0-6-610-6-60-6-66.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-2], [10:Edge,0-3-2]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2006/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.80
0.96
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.27
-0.76
0.18
(loc)
10-12
10-12
10
l/defl
>999
>624
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 161 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
6-14,7-14,5-14: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-14, 5-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1653/0-3-8, 10=1653/0-3-8
Max Uplift 2=-246(LC 6), 10=-246(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2867/407, 3-4=-2615/361, 4-5=-2453/393, 5-17=-1846/333, 6-17=-1750/365,
6-18=-1750/365, 7-18=-1846/333, 7-8=-2453/393, 8-9=-2615/361, 9-10=-2867/407
BOT CHORD 2-16=-269/2465, 15-16=-142/2049, 14-15=-142/2049, 13-14=-142/2049, 12-13=-142/2049,
10-12=-269/2465
WEBS 6-14=-180/1202, 7-14=-796/204, 7-12=-5/543, 9-12=-300/180, 5-14=-796/204,
5-16=-5/543, 3-16=-300/180
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) 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 2.00 times flat roof load of 20.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 lb uplift at joint 2 and 246 lb uplift at
joint 10.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300
Chesterfield, MO 63017
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02/16/2015 BEFORE USE.
October 1,2015
Job
1500348
Truss
AT
Truss Type
SPECIAL
Qty
5
Ply
1
FOXHALL A
Job Reference (optional)
I25007529
7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 01 07:56:42 2015 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:bGeFAYaFjKIpKe8hqe4aIpzZg4n-cWpFvqF41q7XCJtph04tm0QeO3P_Wm4Q0LFnLAyXrRp
Scale = 1:78.7
1 2
3 4
5
6
7
8
9
10
11
12
13
21
20
19 18 17 16
15
14
22 238x8
5x6
8x8
4x9
2x4
8x8
4x9
6x8
2x4 3x6 2x4
7x12 8x8
4x9
2x4
4x9
6x14
3x6 3x6
2x8 6x8
6x8
2x8
2-9-8
2-9-8
12-9-8
10-0-0
20-0-0
7-2-8
28-2-8
8-2-8
37-2-8
9-0-0
40-0-0
2-9-8
-0-11-4
0-11-4
2-9-8
2-9-8
8-0-0
5-2-8
12-9-8
4-9-8
15-4-8
2-7-0
20-0-0
4-7-8
24-2-4
4-2-4
28-2-8
4-0-4
32-9-8
4-7-0
37-2-8
4-5-0
40-0-0
2-9-8
40-11-4
0-11-4
0-6-610-6-60-6-61-0-06.00 12
Plate Offsets (X,Y)-- [2:0-1-15,0-4-0], [12:0-1-15,0-4-0], [15:0-4-4,0-4-12], [17:0-2-8,0-1-8], [18:0-7-0,0-2-8], [20:0-2-8,0-3-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2006/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.77
0.95
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.28
-0.90
0.62
(loc)
2-20
2-20
13
l/defl
>999
>523
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 261 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x8 SP 2250F 1.8E *Except*
5-7,7-9: 2x4 SPF No.2, 3-5: 2x8 SP No.2
BOT CHORD 2x4 SPF No.2 *Except*
2-21,12-14: 2x4 SPF Stud/No.3, 2-20,12-15: 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
9-16: 2x6 SPF No.2, 6-18,7-18,8-18: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-18, 8-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1572/0-3-8, 13=1571/0-3-8
Max Uplift 1=-193(LC 6), 13=-194(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-848/129, 2-3=-3604/515, 3-4=-3470/539, 4-5=-2840/418, 5-22=-2724/472,
6-22=-2666/475, 6-7=-1761/372, 7-8=-1754/374, 8-23=-2757/506, 9-23=-2856/494,
9-10=-2981/436, 10-11=-3646/542, 11-12=-3716/519, 12-13=-848/130
BOT CHORD 2-20=-403/3371, 17-18=-18/277, 16-17=-18/277, 12-15=-412/3490
WEBS 18-20=-119/1957, 6-20=-157/1140, 6-18=-1056/214, 7-18=-231/1264, 15-18=-93/1650,
8-18=-957/214, 8-15=-183/1176, 10-15=-1084/237, 4-20=-1092/260
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 1, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 1 and 194 lb uplift at
joint 13.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300
Chesterfield, MO 63017
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02/16/2015 BEFORE USE.
October 1,2015
Job
1500348
Truss
AT1
Truss Type
SPECIAL
Qty
1
Ply
1
FOXHALL A
Job Reference (optional)
I25007530
7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 01 07:56:43 2015 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:bGeFAYaFjKIpKe8hqe4aIpzZg4n-4iMd69Fio8FOqSS?Fkb6JDyptTkWFEuZF??KucyXrRo
Scale = 1:73.8
1 2
3
4
5
6
7
8
9
10
11
18 17 16 15 14
13
12
19 203x6
5x6
8x8
6x6
3x6 2x4
2x4
7x12 8x8
4x9
2x4
4x9
3x4
2x4
3x4
6x10
3x6
3x6
9-6-3
9-6-3
20-0-0
10-5-13
28-2-8
8-2-8
37-2-8
9-0-0
40-0-0
2-9-8
-0-11-4
0-11-4
6-9-6
6-9-6
13-4-11
6-7-5
20-0-0
6-7-5
24-1-4
4-1-4
28-2-8
4-1-4
32-8-8
4-6-0
37-2-8
4-6-0
40-0-0
2-9-8
40-11-4
0-11-4
0-6-610-6-60-6-61-0-06.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-2], [10:0-1-15,0-4-0], [13:0-4-0,0-3-8], [15:0-4-8,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2006/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.79
0.99
0.83
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.27
-0.82
0.40
(loc)
15-18
15-18
11
l/defl
>999
>574
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 198 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
9-11: 2x8 SP 2250F 1.8E
BOT CHORD 2x4 SPF No.2 *Except*
10-13: 2x6 SPF No.2, 10-12: 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3 *Except*
5-15,6-15,7-15: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-15, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1642/0-3-8, 11=1583/0-3-8
Max Horz 2=13(LC 6)
Max Uplift 2=-245(LC 6), 11=-194(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2856/398, 3-4=-2633/369, 4-5=-2471/401, 5-19=-1820/329, 6-19=-1722/361,
6-7=-1783/373, 7-20=-2810/511, 8-20=-2879/491, 8-9=-2938/430, 9-10=-3588/529,
10-11=-855/129
BOT CHORD 2-18=-275/2454, 17-18=-158/2024, 16-17=-158/2024, 15-16=-158/2024, 10-13=-397/3346
WEBS 3-18=-289/177, 5-18=-14/560, 5-15=-777/212, 6-15=-205/1238, 7-15=-995/212,
13-15=-105/1875, 7-13=-192/1189, 9-13=-920/225
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) 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 2.00 times flat roof load of 20.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 2 and 194 lb uplift at
joint 11.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300
Chesterfield, MO 63017
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02/16/2015 BEFORE USE.
October 1,2015
edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 02/16/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS