Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutAPPROVED S Truss Cutsheets - Windsor6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc. RE: M11494 - THE WINDSOR
Design Code: FBC2020/TPI2014
Wind Code: ASCE 7-16 Wind Speed: 165 mph
Roof Load: 37.0 psf
Design Program: MiTek 20/20 8.4
1 of 1
This package includes 20 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Floor Load: N/A psf
Site Information:
Lot/Block: .
Customer Info: Wynne Development Project Name: The Windsor with coffer Model: The Windsor with coffer
Subdivision: .
Address: Unknown, .
State: FLCity: St Lucie County
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
July 19,2021
Velez, Joaquin
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2023.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
IMPORTANT NOTE: 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 or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO 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.
No.Seal#Truss Name
1 T24722001 A
Date
7/19/212T24722002A17/19/213T24722003A27/19/214T24722004A37/19/215T24722005A47/19/216T24722006A57/19/217T24722007ATA7/19/218T24722008B7/19/219T24722009BHA7/19/2110T24722010GRA7/19/2111T24722011J17/19/2112T24722012J37/19/2113T24722013J3C7/19/2114T24722014J57/19/21
No.Seal#Truss Name
15 T24722015 J5C
Date
7/19/2116T24722016J77/19/2117T24722017J7C7/19/2118T24722018JP7/19/2119T24722019KJ77/19/2120T24722020KJC7/19/21
This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A
Truss Type
HIP
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722001
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-??RZ2KlTXQqnHrdwxAUTRmleNkI1ZXfGlnLPWSywYK7
Scale = 1:61.6
1 2
3
4 5 6 7 8 9
10
11 12
20
19
18
17 16 15 14 13
32
33 34
35
36
37 38 39
5x8 3x6 5x8
3x5 3x6 5x12
3x6
6x12
4x6 3x10
3x8
2-2-0
2-2-0
9-0-0
6-10-0
13-1-0
4-1-0
14-11-0
1-10-0
20-5-2
5-6-2
26-0-0
5-6-14
35-0-0
9-0-0
-1-0-0
1-0-0
2-2-0
2-2-0
9-0-0
6-10-0
13-1-0
4-1-0
14-11-0
1-10-0
19-6-8
4-7-8
20-5-2
0-10-10
26-0-0
5-6-14
29-6-0
3-6-0
35-0-0
5-6-0
36-0-0
1-0-0
0-3-153-3-150-3-150-6-03-3-154.00 12
Plate Offsets (X,Y)-- [4:0-5-4,0-2-8], [8:0-3-8,0-1-8], [9:0-5-4,0-2-8], [11:0-6-14,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.84
0.89
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.63
0.58
0.07
(loc)
13-31
13-31
11
l/defl
>385
>414
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 170 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
5-17: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
6-16: 2x6 SP No.2, 8-16,9-15: 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (size)2=0-8-0, 16=0-8-0, 11=0-8-0
Max Horz 2=97(LC 11)
Max Uplift 2=-159(LC 12), 16=-1565(LC 12), 11=-745(LC 12)
Max Grav 2=281(LC 21), 16=1918(LC 1), 11=623(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-829/454, 4-5=-1900/1523, 5-6=-1884/1515, 6-8=-1893/1692, 8-9=-192/1230,
9-10=-809/2654, 10-11=-1170/3292
BOT CHORD 3-19=-366/940, 18-19=-353/938, 17-18=-67/262, 16-17=-184/350, 15-16=-966/192,
13-15=-2344/747, 11-13=-3088/1095
WEBS 4-19=-41/319, 4-18=-1365/1426, 16-18=-1573/1882, 6-18=-94/362, 6-16=-510/318,
8-16=-1658/3548, 9-15=-820/1569, 9-13=-1368/404, 10-13=-408/894, 8-15=-1283/497
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 9-0-0, Exterior(2R)
9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2R) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; porch right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=159, 16=1565, 11=745.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A1
Truss Type
Hip
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722002
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TB?xGgm5Ikyeu?C6Vt0izzIqN8cyH_uQ_R4z2uywYK6
Scale = 1:61.3
1 2
3
31 4 5
6 7 8 9 10
11
12 13
20
19 18
17
16 15
14
32
33
34 35 36 37
38
39
5x8 5x8 MT18HS
3x10 4x12 5x12 MT18HS
7x8 MT18HS
4x10
4x4
7x8
2-2-0
2-2-0
7-1-13
4-11-13
11-0-0
3-10-3
13-1-0
2-1-0
14-9-0
1-8-0
24-6-8
9-9-8
27-4-9
2-10-1
35-0-0
7-7-7
-1-0-0
1-0-0
2-2-0
2-2-0
7-1-13
4-11-13
11-0-0
3-10-3
13-1-0
2-1-0
14-9-0
1-8-0
19-4-8
4-7-8
24-0-0
4-7-8
27-4-9
3-4-9
35-0-0
7-7-7
36-0-0
1-0-0
0-3-153-11-150-3-151-7-90-6-03-11-154.00 12
2.00 12
Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [6:0-5-4,0-2-8], [10:0-4-0,0-2-3], [12:0-2-10,Edge], [17:0-2-4,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.83
0.91
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.83
-1.32
0.46
(loc)
14-15
14-15
12
l/defl
>505
>318
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 205 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
3-17: 2x6 SP 2400F 2.0E, 7-16: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
15-17: 2x4 SP M 30
OTHERS 2x4 SP M 30 *Except*
1-21,13-22: 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)2=0-8-0, 12=0-8-0
Max Horz 2=-117(LC 10)
Max Uplift 2=-821(LC 12), 12=-825(LC 12)
Max Grav 2=1363(LC 1), 12=1350(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-24=-385/394, 3-5=-4402/3758, 5-6=-3311/2882, 6-7=-3339/2967, 7-8=-3321/2951,
8-9=-3026/2709, 9-10=-4649/3983, 10-11=-5328/4458, 11-12=-5753/4956
BOT CHORD 3-19=-3468/4192, 18-19=-3468/4192, 17-18=-2487/3125, 15-16=-435/478,
14-15=-3155/3859, 12-14=-4624/5481
WEBS 5-18=-1204/1103, 6-18=-459/586, 6-17=-351/463, 15-17=-2136/2765, 8-17=-547/647,
8-15=-855/808, 9-15=-995/925, 9-14=-632/944, 10-14=-1170/1512, 11-14=-403/612,
5-19=-255/435
NOTES-
1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10
from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2R)
11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2R) 24-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 3x4 MT20 unless otherwise indicated.
8) The Fabrication Tolerance at joint 2 = 0%
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
Continued on page 2
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A1
Truss Type
Hip
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722002
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:19 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TB?xGgm5Ikyeu?C6Vt0izzIqN8cyH_uQ_R4z2uywYK6
NOTES-
11) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 12=825.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A2
Truss Type
Hip
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722003
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Pa7igMnLpLCM8IMVcI2A3ONAyyItlsijRlZ37nywYK4
Scale = 1:65.9
1 2
3
30 4
5
6 7 8
9
10
11 12
19 18
17
16 15
14
13
31
32 33 34 35
36
373x4
5x8 MT18HS
5x6
3x4
3x10
4x12
3x4
5x10
4x10
3x4
3x4
7x8
3x8
7x8 MT18HS
4x6
3x4
4x8
2-2-0
2-2-0
8-3-12
6-1-12
13-1-0
4-9-4
14-9-0
1-8-0
22-0-0
7-3-0
24-6-8
2-6-8
24-8-4
0-1-12
27-4-7
2-8-3
35-0-0
7-7-9
-1-0-0
1-0-0
2-2-0
2-2-0
8-3-12
6-1-12
13-0-0
4-8-4
14-9-0
1-9-0
22-0-0
7-3-0
24-6-8
2-6-8
27-4-7
2-9-15
35-0-0
7-7-9
36-0-0
1-0-0
0-3-154-7-150-3-151-7-90-6-04-7-154.00 12
2.00 12
Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [6:0-4-0,0-2-6], [11:0-2-10,Edge], [15:0-7-4,0-2-8], [17:0-2-8,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.82
0.95
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.80
-1.07
0.46
(loc)
13-14
14-15
11
l/defl
>523
>394
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 204 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
3-17: 2x6 SP 2400F 2.0E, 6-16: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30 *Except*
1-20,12-21: 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)2=0-8-0, 11=0-8-0
Max Horz 2=136(LC 11)
Max Uplift 2=-821(LC 12), 11=-825(LC 12)
Max Grav 2=1363(LC 1), 11=1350(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-23=-386/394, 3-5=-4160/3556, 5-6=-2933/2605, 6-7=-2751/2535, 7-8=-3377/3024,
8-9=-3524/3105, 9-10=-5302/4534, 10-11=-5734/4948
BOT CHORD 3-18=-3254/3946, 17-18=-3254/3946, 6-17=-890/976, 15-16=-417/460, 14-15=-2093/2623,
13-14=-4112/5076, 11-13=-4617/5459
WEBS 5-18=-272/505, 5-17=-1332/1194, 15-17=-1799/2308, 7-17=-233/423, 7-15=-1178/1052,
7-14=-673/930, 8-14=-618/816, 9-13=-1505/1908, 10-13=-417/510, 9-14=-2205/1883
NOTES-
1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10
from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-1-0, Exterior(2R)
13-1-0 to 18-0-6, Interior(1) 18-0-6 to 22-0-0, Exterior(2R) 22-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) The Fabrication Tolerance at joint 2 = 0%
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) 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.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=821, 11=825.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A3
Truss Type
Hip
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722004
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-umh4uho_afKDlSwhA?ZPbcwLrLe7UL4sgPJdfDywYK3
Scale = 1:67.1
1 2
3
33 4 5 6
7 8 9 10
11
12 13
14 15
22 21
20
19 18
17
16
34
35 36
37
5x6 WB
6x12 5x6
5x8 MT18HS
3x10
4x12
3x4
3x4 5x12 4x10
3x4
3x4
6x8
4x10
5x6
7x8 MT18HS
3x4
3x4 3x4
2-2-0
2-2-0
8-3-11
6-1-11
13-1-0
4-9-5
14-9-0
1-8-0
20-0-0
5-3-0
24-6-8
4-6-8
24-8-4
0-1-12
35-0-0
10-3-12
-1-0-0
1-0-0
2-2-0
2-2-0
8-3-11
6-1-11
13-1-0
4-9-5
14-9-0
1-8-0
15-0-0
0-3-0
20-0-0
5-0-0
24-6-8
4-6-8
27-4-8
2-10-0
35-0-0
7-7-8
36-0-0
1-0-0
0-3-155-3-150-3-151-7-90-6-05-3-154.00 12
2.00 12
Plate Offsets (X,Y)-- [2:0-9-6,0-0-8], [3:0-2-8,0-0-8], [5:0-3-0,Edge], [9:0-2-10,0-3-0], [12:0-4-0,Edge], [14:0-2-10,Edge], [20:0-2-8,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.81
0.95
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.83
-1.09
0.48
(loc)
16-17
16
14
l/defl
>507
>385
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 210 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
3-20: 2x6 SP 2400F 2.0E, 7-19: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 11-17
REACTIONS. (size)2=0-8-0, 14=0-8-0
Max Horz 2=155(LC 11)
Max Uplift 2=-821(LC 12), 14=-825(LC 12)
Max Grav 2=1363(LC 1), 14=1350(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-26=-397/385, 3-6=-4163/3567, 6-7=-2924/2637, 7-8=-2895/2727, 8-9=-2581/2402,
9-10=-2678/2473, 10-11=-2828/2536, 11-13=-5327/4452, 13-14=-5728/4808
BOT CHORD 3-21=-3264/3949, 20-21=-3264/3949, 7-20=-253/350, 18-19=-456/506, 17-18=-1778/2247,
16-17=-4023/5111, 14-16=-4454/5453
WEBS 6-21=-283/509, 6-20=-1346/1160, 18-20=-1415/1854, 8-20=-1326/1516, 10-17=-459/632,
11-17=-2739/2284, 13-16=-389/440, 8-18=-982/843, 11-16=-1445/1937, 8-17=-486/668
NOTES-
1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10
from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2E)
15-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) The Fabrication Tolerance at joint 2 = 0%
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=821, 14=825.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A4
Truss Type
Hip
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722005
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-q9oqJNqE6Gax?m44HQbtg1?hw9KZyBx97iokj6ywYK1
Scale = 1:67.1
1 2
3 4
5
6 7
8 9
10
11 12
16 15
14
13
25
26 27
28
4x6
5x6 5x6
5x8 MT18HS
3x5 5x8 4x10
3x4
3x4
3x4
3x12
5x6
7x8 MT18HS
3x4
3x4 3x4
8-6-0
8-6-0
14-9-0
6-3-0
18-0-0
3-3-0
24-6-8
6-6-8
35-0-0
10-5-8
-1-0-0
1-0-0
8-6-0
8-6-0
14-9-0
6-3-0
17-0-0
2-3-0
18-0-0
1-0-0
24-6-8
6-6-8
27-4-7
2-9-15
35-0-0
7-7-9
36-0-0
1-0-0
0-3-155-11-150-3-151-7-95-11-154.00 12
2.00 12
Plate Offsets (X,Y)-- [4:0-3-0,Edge], [9:0-4-0,Edge], [11:0-2-10,Edge], [14:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.78
0.95
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.80
-1.05
0.39
(loc)
13
13
11
l/defl
>528
>400
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 174 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 8-14
REACTIONS. (size)2=0-8-0, 11=0-8-0
Max Horz 2=-175(LC 10)
Max Uplift 2=-825(LC 12), 11=-825(LC 12)
Max Grav 2=1349(LC 1), 11=1349(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3253/2620, 3-5=-2435/2083, 5-6=-2399/2194, 6-7=-2217/2006, 7-8=-2380/2035,
8-10=-5361/4283, 10-11=-5716/4573
BOT CHORD 2-16=-2347/3045, 15-16=-2347/3045, 14-15=-1517/2168, 13-14=-3901/5154,
11-13=-4257/5441
WEBS 3-16=0/334, 3-15=-882/759, 5-15=-238/363, 7-14=-248/427, 6-14=-464/604,
6-15=-416/409, 8-14=-3146/2523, 8-13=-1371/1946, 10-13=-343/376
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2E)
17-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 21-6-0, Interior(1) 21-6-0 to 36-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=825, 11=825.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
A5
Truss Type
Roof Special
Qty
16
Ply
1
THE WINDSOR
Job Reference (optional)
T24722006
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-ILMCWjqstaiocwfGr866DEYrGZi6hg_IMMXHGYywYK0
Scale = 1:64.7
1 2
3
4
5
6
7 8
9
10 11
14 13
12
23
24 25
26
27 28
3x6
5x12 MT18HS
5x8 MT18HS
3x5 6x10 3x10
3x4
3x4
3x4 3x4
7x10 MT18HS
3x4
3x4 3x4
8-6-0
8-6-0
14-9-0
6-3-0
24-6-8
9-9-8
35-0-0
10-5-8
-1-0-0
1-0-0
8-6-0
8-6-0
14-9-0
6-3-0
17-6-0
2-9-0
24-6-8
7-0-8
27-4-7
2-9-15
35-0-0
7-7-9
36-0-0
1-0-0
0-3-156-1-150-3-151-7-94.00 12
2.00 12
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:0-3-11,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.87
0.80
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.86
-1.54
0.37
(loc)
12-13
12-13
10
l/defl
>489
>273
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 162 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 31 *Except*
1-4,8-11: 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
10-12: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
6-12: 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.
WEBS 1 Row at midpt 6-12
REACTIONS. (size)2=0-8-0, 10=0-8-0
Max Horz 2=-179(LC 10)
Max Uplift 2=-825(LC 12), 10=-825(LC 12)
Max Grav 2=1480(LC 17), 10=1481(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3561/2590, 3-5=-2706/2049, 5-6=-2663/2142, 6-7=-6024/4439, 7-9=-5981/4276,
9-10=-6270/4555
BOT CHORD 2-14=-2318/3444, 13-14=-2318/3444, 12-13=-1497/2361, 10-12=-4240/6002
WEBS 3-14=0/303, 3-13=-1010/763, 5-13=-216/297, 6-13=-358/595, 6-12=-2764/3973,
7-12=-320/456, 9-12=-325/366
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R)
17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 10 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 100 lb uplift at joint(s) except (jt=lb)
2=825, 10=825.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
ATA
Truss Type
Common
Qty
5
Ply
1
THE WINDSOR
Job Reference (optional)
T24722007
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-mXwbk3rUetqfE3ESPreLmS439z1jQ9GSb0Hqo?ywYK?
Scale = 1:59.5
1 2
3
4
5
6
7
8
9
10 11
17 16 15 14 13 12
26
27 28 29 30
31
32 33
3x6
5x6
3x6
3x6 5x6 WB 3x8
3x8 5x6 WB
3x6
8-4-0
8-4-0
12-11-0
4-7-0
22-1-0
9-2-0
26-8-0
4-7-0
35-0-0
8-4-0
-1-0-0
1-0-0
8-4-0
8-4-0
12-11-0
4-7-0
17-6-0
4-7-0
22-1-0
4-7-0
26-8-0
4-7-0
35-0-0
8-4-0
36-0-0
1-0-0
0-3-156-1-150-3-154.00 12
Plate Offsets (X,Y)-- [2:0-0-2,Edge], [10:0-0-2,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.60
0.78
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.42
-0.76
0.14
(loc)
14-15
14-15
10
l/defl
>999
>550
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 171 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing.
REACTIONS. (size)2=0-8-0, 10=0-8-0
Max Horz 2=-179(LC 10)
Max Uplift 2=-775(LC 12), 10=-775(LC 12)
Max Grav 2=1534(LC 17), 10=1534(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3730/2441, 3-5=-3113/2038, 5-6=-3108/2153, 6-7=-3109/2153, 7-9=-3113/2038,
9-10=-3730/2441
BOT CHORD 2-17=-2177/3605, 15-17=-2177/3605, 14-15=-1214/2256, 12-14=-2183/3509,
10-12=-2183/3509
WEBS 6-14=-694/1150, 7-14=-237/273, 9-14=-782/638, 6-15=-694/1150, 5-15=-237/273,
3-15=-781/638
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R)
17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 100.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=775, 10=775.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
B
Truss Type
COMMON
Qty
2
Ply
1
THE WINDSOR
Job Reference (optional)
T24722008
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-iw2L8ltkAV4NTNOrWGgprtAO4ml4u3tl2KmxrtywYJz
Scale: 3/16"=1'
1 2
3
4
5
6
7
8
9
10 11
17 16 15 14 13 12
26 27
28 29
3x6
3x6
3x6
3x5
3x6
4x4
3x4 6x8
3x4 3x4
6x8
4x4
3x4
3x4 3x4
3x6 3x5
8-3-5
8-3-5
14-0-0
5-8-11
21-0-0
7-0-0
26-8-11
5-8-11
35-0-0
8-3-5
-1-0-0
1-0-0
8-3-5
8-3-5
14-0-0
5-8-11
17-6-0
3-6-0
21-0-0
3-6-0
26-8-11
5-8-11
35-0-0
8-3-5
36-0-0
1-0-0
0-3-156-1-150-3-154.00 12
Plate Offsets (X,Y)-- [2:0-0-6,Edge], [6:0-3-0,Edge], [10:0-0-6,Edge], [14:0-3-8,0-3-0], [15:0-3-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.70
0.66
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.51
0.46
-0.04
(loc)
12-25
12-25
10
l/defl
>330
>366
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 152 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing.
REACTIONS.All bearings 0-8-0.
(lb) - Max Horz 2=-179(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-645(LC 12), 15=-754(LC 12), 14=-754(LC 12), 10=-645(LC
12)
Max Grav All reactions 250 lb or less at joint(s) except 2=610(LC 2), 15=869(LC 2), 14=869(LC 2), 10=610(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-945/1894, 9-10=-945/1895
BOT CHORD 2-17=-1667/860, 15-17=-1667/860, 14-15=-31/265, 12-14=-1663/860, 10-12=-1663/860
WEBS 3-17=-973/301, 3-15=-857/2143, 5-15=-277/395, 7-14=-277/395, 9-14=-857/2143,
9-12=-973/301
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2R)
17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 645 lb uplift at joint 2, 754 lb uplift at
joint 15, 754 lb uplift at joint 14 and 645 lb uplift at joint 10.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
BHA
Truss Type
HIP GIRDER
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722009
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-7VjUnmvdTQTxKr7QCODWTVoyx_pj5P8BkI_bSCywYJw
Scale = 1:62.4
1 2
3
4 6
8
9
12
15
5 7 10
11
13
14
16
17
19 21 22
25
27
18
20
23
24
26
28 29
36 35 34 33 32 31 30
45
46
47
48
49
50 51
52
53
54
55 56
57 58 59 60 61 62 63 64 65 66
3x6
5x6
5x12 3x6
3x6
3x5
3x6 3x6 3x6
5x12
6x8
4x6
6x8
4x6
3x6 3x5
7-0-0
7-0-0
14-0-0
7-0-0
17-6-0
3-6-0
21-0-0
3-6-0
28-0-0
7-0-0
31-1-2
3-1-2
35-0-0
3-10-14
-1-0-0
1-0-0
7-0-0
7-0-0
9-6-0
2-6-0
11-6-0
2-0-0
13-6-0
2-0-0
14-0-0
0-6-0
15-6-0
1-6-0
17-6-0
2-0-0
19-6-0
2-0-0
21-0-0
1-6-0
21-6-0
0-6-0
23-6-0
2-0-0
25-6-0
2-0-0
28-0-0
2-6-0
31-1-2
3-1-2
35-0-0
3-10-14
36-0-0
1-0-0
0-3-152-7-156-1-150-3-152-7-154.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.47
0.53
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.22
0.19
0.05
(loc)
36-41
36-41
28
l/defl
>753
>863
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 216 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
11-34,19-32: 2x6 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing.
WEBS 1 Row at midpt 3-34, 27-32
JOINTS 1 Brace at Jt(s): 11, 19, 16, 22, 7
REACTIONS.All bearings 0-8-0.
(lb) - Max Horz 2=-179(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-818(LC 8), 34=-2088(LC 8), 32=-2091(LC 8),
28=-816(LC 8)
Max Grav All reactions 250 lb or less at joint(s) except 2=818(LC 17), 34=2217(LC 17), 32=2219(LC 1), 28=815(LC
1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1731/1518, 3-4=-492/439, 4-8=-491/471, 8-9=-498/518, 9-12=-410/420,
12-15=-393/422, 3-5=-366/417, 5-7=-362/411, 7-10=-362/411, 10-11=-362/411,
19-21=-357/413, 21-22=-357/413, 22-25=-357/413, 25-27=-361/419, 15-18=-387/422,
18-20=-391/420, 20-23=-492/518, 23-26=-491/471, 26-27=-493/444, 27-28=-1723/1516
BOT CHORD 2-36=-1338/1607, 34-36=-1201/1457, 33-34=-820/923, 32-33=-822/925,
30-32=-1199/1449, 28-30=-1336/1600
WEBS 3-36=-793/873, 27-30=-793/873, 11-34=-908/954, 19-32=-911/957, 3-34=-2434/2274,
27-32=-2431/2274, 20-21=-413/385, 9-10=-412/385, 11-33=-516/350, 19-33=-518/339
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 3x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818 lb uplift at joint 2, 2088 lb uplift at
joint 34, 2091 lb uplift at joint 32 and 816 lb uplift at joint 28.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Top chord must be braced by end jacks,
roof diaphragm, or properly connected
purlins as specified.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
BHA
Truss Type
HIP GIRDER
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722009
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:32 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-bhHs_6wFEjboy_hcl6ll?jK7hN8yqsOKzyk9_eywYJv
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 348 lb up at 7-0-0, 151 lb down and 177 lb up at
9-0-12, 151 lb down and 177 lb up at 11-0-12, 151 lb down and 177 lb up at 13-0-12, 86 lb down and 68 lb up at 15-0-12, 86 lb down and 60 lb up at 17-0-12, 86 lb
down and 60 lb up at 17-11-4, 86 lb down and 68 lb up at 19-11-4, 151 lb down and 177 lb up at 21-11-4, 151 lb down and 177 lb up at 23-11-4, and 151 lb down and
177 lb up at 25-11-4, and 268 lb down and 348 lb up at 27-11-4 on top chord, and 610 lb down and 557 lb up at 7-0-0, 84 lb down and 5 lb up at 9-0-12, 84 lb down and
5 lb up at 11-0-12, 84 lb down and 5 lb up at 13-0-12, 179 lb down and 276 lb up at 15-0-12, 179 lb down and 276 lb up at 17-0-12, 179 lb down and 276 lb up at
17-11-4, 179 lb down and 276 lb up at 19-11-4, 84 lb down and 5 lb up at 21-11-4, 84 lb down and 5 lb up at 23-11-4, and 84 lb down and 5 lb up at 25-11-4, and 610 lb
down and 557 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-15=-54, 15-27=-54, 27-29=-54, 39-42=-20
Concentrated Loads (lb)
Vert: 36=-610(F) 30=-610(F) 45=-169(F) 46=-111(F) 47=-111(F) 48=-111(F) 49=-6(F) 50=-6(F) 51=-6(F) 52=-6(F) 53=-111(F) 54=-111(F) 55=-111(F) 56=-169(F)
57=-68(F) 58=-68(F) 59=-68(F) 60=-179(F) 61=-179(F) 62=-179(F) 63=-179(F) 64=-68(F) 65=-68(F) 66=-68(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
GRA
Truss Type
HIP GIRDER
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722010
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-X4PcPoxVlLrWBIr?tXnD48QQ1BppImydQGDF3XywYJt
Scale = 1:65.9
1 2
3
4 5 6 7 8 9 10 11
12 13
23
22 21
20
19 18 17 16 15 14
35 36 37 38 39 40 41 42 43
44 45
46 47 48 49 50 51
3x4
5x8 3x6 5x8 MT18HS
3x4
3x5 3x8
5x6
3x4 3x6
3x4 5x10
3x4
6x8
5x8
5x12
3x4
4x12
4x4
3x4
3x6 3x6
2-2-0
2-2-0
7-0-0
4-10-0
10-0-8
3-0-8
13-1-0
3-0-8
14-11-0
1-10-0
19-3-15
4-4-15
23-7-1
4-3-3
28-0-0
4-4-15
31-1-2
3-1-2
35-0-0
3-10-14
-1-0-0
1-0-0
2-2-0
2-2-0
7-0-0
4-10-0
10-0-8
3-0-8
13-1-0
3-0-8
14-11-0
1-10-0
19-3-15
4-4-15
23-7-1
4-3-3
28-0-0
4-4-15
31-1-2
3-1-2
35-0-0
3-10-14
36-0-0
1-0-0
0-3-152-7-150-3-150-6-02-7-154.00 12
Plate Offsets (X,Y)-- [2:0-4-2,Edge], [4:0-5-4,0-2-8], [7:0-2-8,0-2-0], [11:0-5-4,0-2-8], [12:0-3-0,Edge], [17:0-5-12,0-1-12], [20:0-6-0,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.67
0.63
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.34
-0.35
0.09
(loc)
14-15
23
12
l/defl
>707
>513
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 169 lb FT = 20%
GRIP
244/190
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
6-19: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
6-21,7-17: 2x4 SP M 30, 7-18: 2x6 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing.
WEBS 1 Row at midpt 7-17, 10-17
REACTIONS. (size)2=0-8-0, 18=0-8-0, 12=0-8-0
Max Horz 2=78(LC 7)
Max Uplift 2=-245(LC 8), 18=-3607(LC 8), 12=-1535(LC 8)
Max Grav 2=514(LC 17), 18=4027(LC 1), 12=1263(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-959/118, 4-5=-858/634, 5-6=-858/634, 6-7=-2549/3043, 7-9=-309/1407,
9-10=-309/1407, 10-11=-2234/3117, 11-12=-3081/3726
BOT CHORD 3-22=-66/954, 21-22=-85/1008, 20-21=-3049/2726, 6-20=-1638/1187, 18-19=-428/368,
17-18=-3403/2726, 15-17=-2988/2234, 14-15=-3494/2933, 12-14=-3425/2873
WEBS 4-22=-361/772, 4-21=-1765/1224, 5-21=-314/283, 6-21=-1975/2795, 18-20=-3176/2518,
7-20=-63/590, 7-18=-2474/2227, 7-17=-4216/3930, 10-17=-2280/2251, 10-15=-889/867,
11-15=-874/612, 11-14=-1125/977
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 2, 3607 lb uplift at
joint 18 and 1535 lb uplift at joint 12.
Continued on page 2
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
GRA
Truss Type
HIP GIRDER
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722010
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:34 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-X4PcPoxVlLrWBIr?tXnD48QQ1BppImydQGDF3XywYJt
NOTES-
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 229 lb up at 7-0-0, 102 lb down and 150 lb up at
9-0-12, 102 lb down and 150 lb up at 11-0-12, 102 lb down and 150 lb up at 13-0-12, 86 lb down and 59 lb up at 15-0-12, 86 lb down and 59 lb up at 17-0-12, 86 lb down
and 59 lb up at 17-11-4, 86 lb down and 59 lb up at 19-11-4, 86 lb down and 59 lb up at 21-11-4, 86 lb down and 59 lb up at 23-11-4, and 86 lb down and 59 lb up at
25-11-4, and 265 lb down and 228 lb up at 28-0-0 on top chord, and 501 lb down and 337 lb up at 7-0-0, 81 lb down and 49 lb up at 9-0-12, 81 lb down and 49 lb up at
11-0-12, 81 lb down and 49 lb up at 13-2-12, 179 lb down and 235 lb up at 17-0-12, 179 lb down and 235 lb up at 17-11-4, 179 lb down and 235 lb up at 19-11-4, 179 lb
down and 235 lb up at 21-11-4, 179 lb down and 235 lb up at 23-11-4, and 179 lb down and 235 lb up at 25-11-4, and 721 lb down and 787 lb up at 27-11-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-11=-54, 11-13=-54, 23-26=-20, 20-29=-20, 19-32=-20
Concentrated Loads (lb)
Vert: 4=-102(B) 8=-6(B) 11=-64(B) 6=-102(B) 22=-501(B) 20=-80(B) 7=-6(B) 14=-721(B) 35=-102(B) 36=-102(B) 38=-6(B) 39=-6(B) 41=-6(B) 42=-6(B) 43=-6(B)
44=-80(B) 45=-80(B) 46=-179(B) 47=-179(B) 48=-179(B) 49=-179(B) 50=-179(B) 51=-179(B)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J1
Truss Type
JACK-OPEN
Qty
8
Ply
1
THE WINDSOR
Job Reference (optional)
T24722011
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-?Gz_c8y7WezNpSQBREISdLyiGbIg1OvmfwypbzywYJs
Scale = 1:6.1
1
2
3
4
2x3
3x4
1-0-0
1-0-0
-1-0-0
1-0-0
1-0-0
1-0-0
0-3-150-7-150-4-30-3-120-7-154.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.19
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
6
6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=48(LC 12)
Max Uplift 3=-4(LC 9), 2=-140(LC 12)
Max Grav 3=10(LC 17), 2=118(LC 1), 4=17(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J3
Truss Type
JACK-OPEN
Qty
6
Ply
1
THE WINDSOR
Job Reference (optional)
T24722012
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TSXMqUzmHy5ERc?N_yphAZVq6?Xmmr9wuaiM7PywYJr
Scale = 1:9.4
1
2
9 3
10 4
2x3
3x4
3-0-0
3-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
0-3-151-3-150-4-30-11-121-3-154.00 12
Plate Offsets (X,Y)-- [2:0-1-6,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.44
0.48
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.02
0.02
-0.00
(loc)
4-8
4-8
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-67(LC 12), 2=-207(LC 12), 4=-51(LC 12)
Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3, 207 lb uplift at joint
2 and 51 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J3C
Truss Type
Jack-Open
Qty
2
Ply
1
THE WINDSOR
Job Reference (optional)
T24722013
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xf5l1q_O2GD52maZYfKwim20aOy4VIP37ERwgsywYJq
Scale = 1:9.4
1
2
3
6
4
5
2x3
3x4
3x4
2-2-0
2-2-0
-1-0-0
1-0-0
2-2-0
2-2-0
3-0-0
0-10-0
0-3-151-3-150-9-150-6-04.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.33
0.15
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.03
-0.03
0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 4=-33(LC 12), 2=-145(LC 12), 5=-22(LC 12)
Max Grav 4=55(LC 1), 2=178(LC 1), 5=54(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 2-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 4, 145 lb uplift at joint
2 and 22 lb uplift at joint 5.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J5
Truss Type
JACK-OPEN
Qty
6
Ply
1
THE WINDSOR
Job Reference (optional)
T24722014
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xf5l1q_O2GD52maZYfKwim2_3OsLVIP37ERwgsywYJq
Scale = 1:12.7
1
2
9
3
10 4
2x3
3x5
5-0-0
5-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
0-3-151-11-150-4-31-7-121-11-154.00 12
Plate Offsets (X,Y)-- [2:0-0-10,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.49
0.52
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.18
0.17
-0.00
(loc)
4-8
4-8
3
l/defl
>336
>356
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=123(LC 12)
Max Uplift 3=-122(LC 12), 2=-278(LC 12), 4=-92(LC 12)
Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3, 278 lb uplift at
joint 2 and 92 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J5C
Truss Type
Jack-Open
Qty
2
Ply
1
THE WINDSOR
Job Reference (optional)
T24722015
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Qre7FA?0pZLygv9m6Mr9F_a2uo6OElfDLuBTCIywYJp
Scale = 1:12.7
1
2
3
6
4
5
2x3
3x4
3x4
2-2-0
2-2-0
-1-0-0
1-0-0
2-2-0
2-2-0
5-0-0
2-10-0
0-3-151-11-151-5-151-7-120-6-04.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.94
0.91
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
0.13
-0.03
(loc)
6
6
5
l/defl
>404
>470
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=123(LC 12)
Max Uplift 4=-85(LC 12), 2=-174(LC 12), 5=-26(LC 12)
Max Grav 4=107(LC 1), 2=251(LC 1), 5=86(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 4, 174 lb uplift at joint
2 and 26 lb uplift at joint 5.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J7
Truss Type
JACK-OPEN
Qty
8
Ply
1
THE WINDSOR
Job Reference (optional)
T24722016
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-u1CVSW?eatTpI3kyg4NOnB7HqCXdzCvMaYw0kkywYJo
Scale: 3/4"=1'
1
2
9
10
3
4
2x3
3x5
7-0-0
7-0-0
-1-0-0
1-0-0
7-0-0
7-0-0
0-3-152-7-152-3-122-7-154.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.67
0.53
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.23
-0.19
-0.00
(loc)
4-8
4-8
3
l/defl
>367
>441
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING-
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. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12)
Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 3, 210 lb uplift at
joint 2 and 12 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
J7C
Truss Type
Jack-Open
Qty
4
Ply
1
THE WINDSOR
Job Reference (optional)
T24722017
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-MEmtgr0GLBbgvDJ8DnudKPgVPctAif8WpCgaHBywYJn
Scale: 3/4"=1'
1
2
3
6
14
4
5
2x3
3x5
3x6
2-2-0
2-2-0
-1-0-0
1-0-0
2-2-0
2-2-0
7-0-0
4-10-0
0-3-152-7-152-1-152-3-120-6-04.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.49
0.57
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.28
0.23
-0.06
(loc)
6
6
5
l/defl
>302
>357
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
2-6: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
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. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 4=-134(LC 12), 2=-207(LC 12), 5=-29(LC 12)
Max Grav 4=156(LC 1), 2=325(LC 1), 5=121(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-3-12, Interior(1) 2-3-12 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 4, 207 lb uplift at
joint 2 and 29 lb uplift at joint 5.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
JP
Truss Type
JACK-OPEN
Qty
12
Ply
1
THE WINDSOR
Job Reference (optional)
T24722018
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-MEmtgr0GLBbgvDJ8DnudKPgTQctwiaVWpCgaHBywYJn
Scale: 3/4"=1'
1
2
3
6
11
12
4
13 14 5
2x3
3x8
5x6
3x5
7-0-0
7-0-0
-1-0-0
1-0-0
4-1-4
4-1-4
7-0-0
2-10-12
0-3-152-7-152-3-122-7-154.00 12
Plate Offsets (X,Y)-- [2:0-7-2,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.61
0.53
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.33
0.31
-0.01
(loc)
6-10
6-10
5
l/defl
>255
>271
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 4=-50(LC 12), 2=-353(LC 12), 5=-256(LC 12)
Max Grav 4=64(LC 17), 2=315(LC 1), 5=199(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-332/830
BOT CHORD 2-6=-1098/313
WEBS 3-6=-346/1214
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 353 lb uplift at joint
2 and 256 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
KJ7
Truss Type
DIAGONAL HIP GIRDER
Qty
3
Ply
1
THE WINDSOR
Job Reference (optional)
T24722019
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pqlt5PdeAUuoGW9hL3ywYJl
Scale = 1:21.2
1
2
3
7 6
12
13
4
14 15 16
5
2x3
3x4 2x3
3x4
6x8
6-8-13
6-8-13
9-10-0
3-1-3
9-10-1
0-0-1
-1-5-0
1-5-0
6-8-13
6-8-13
9-10-1
3-1-4
0-3-152-7-122-3-132-7-122.83 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.28
0.32
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.14
0.11
-0.02
(loc)
7-11
7-11
5
l/defl
>866
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing.
REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical
Max Horz 2=192(LC 8)
Max Uplift 4=-133(LC 8), 2=-523(LC 8), 5=-581(LC 8)
Max Grav 4=163(LC 13), 2=436(LC 1), 5=570(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1041/965
BOT CHORD 2-7=-1074/996, 6-7=-1074/996
WEBS 3-7=-342/371, 3-6=-1150/1240
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4, 523 lb uplift at
joint 2 and 581 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 82 lb up at
4-4-0, 38 lb down and 82 lb up at 4-4-0, and 64 lb down and 146 lb up at 7-1-15, and 64 lb down and 146 lb up at 7-1-15 on top
chord, and 67 lb down and 3 lb up at 1-6-1, 67 lb down and 3 lb up at 1-6-1, 21 lb down and 4 lb up at 4-4-0, 21 lb down and 4 lb
up at 4-4-0, and 38 lb down and 50 lb up at 7-1-15, and 38 lb down and 50 lb up at 7-1-15 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54
Concentrated Loads (lb)
Vert: 12=-3(F=-1, B=-1) 13=-76(F=-38, B=-38) 14=-7(F=-3, B=-3) 15=-20(F=-10, B=-10) 16=-69(F=-34, B=-34)
Continued on page 2
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
KJ7
Truss Type
DIAGONAL HIP GIRDER
Qty
3
Ply
1
THE WINDSOR
Job Reference (optional)
T24722019
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:42 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pqlt5PdeAUuoGW9hL3ywYJl
LOAD CASE(S) Standard
Trapezoidal Loads (plf)
Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 9=0(F=10, B=10)-to-5=-49(F=-15, B=-15)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
M11494
Truss
KJC
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
THE WINDSOR
Job Reference (optional)
T24722020
8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 09:15:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982,
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-mpS0It29e6zEmh1jvwRLy1Hu8ptYvx1yVAuEtVywYJk
Scale = 1:21.6
1
2
3
4
9
8 7
17
18
5
19
20 21
62x3
4x5
3x4
4x5
3x4
2x3 3x4
3-0-0
3-0-0
6-6-3
3-6-2
9-10-1
3-3-14
-1-5-0
1-5-0
2-0-11
2-0-11
3-0-0
0-11-5
6-6-3
3-6-2
9-10-1
3-3-14
0-3-152-7-120-3-152-3-132-1-120-6-02.83 12
Plate Offsets (X,Y)-- [2:0-1-7,Edge], [3:0-6-3,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.90
0.66
0.38
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.39
-0.52
0.09
(loc)
9
9
6
l/defl
>304
>227
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing.
REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical
Max Horz 2=161(LC 8)
Max Uplift 5=-57(LC 8), 2=-379(LC 8), 6=-260(LC 8)
Max Grav 5=55(LC 1), 2=541(LC 1), 6=449(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1385/796
BOT CHORD 3-8=-856/1357, 7-8=-856/1357
WEBS 4-8=-189/389, 4-7=-1439/908
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 5, 379 lb uplift at joint
2 and 260 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 49 lb up at
4-4-0, 39 lb down and 49 lb up at 4-4-0, and 64 lb down and 109 lb up at 7-1-15, and 64 lb down and 109 lb up at 7-1-15 on top
chord, and 9 lb down and 6 lb up at 1-6-1, 9 lb down and 6 lb up at 1-6-1, 31 lb down and 34 lb up at 4-4-0, 31 lb down and 34 lb
up at 4-4-0, and 49 lb down and 43 lb up at 7-1-15, and 49 lb down and 43 lb up at 7-1-15 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-54, 9-11=-20, 6-14=-20
Concentrated Loads (lb)
Vert: 17=-11(F=-6, B=-6) 18=-60(F=-30, B=-30) 19=-7(F=-3, B=-3) 20=-51(F=-26, B=-26) 21=-95(F=-48, B=-48)
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
July 19,2021
PRODUCT CODE APPROVALSLATERAL 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.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. 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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 CHORDSBEARING4 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.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths