HomeMy WebLinkAboutTRUSS Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: M11392 - THE WINDSOR MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Customer Info: Wynne Development Project Name: The Windsor Model: The Windsor
Lot/Block: . Subdivision: .
Address: Unknown, .
City: . State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 15 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T23153793 A 3/10/21 15 T23153807 KJ7 3/10/21
2 T23153794 Al 3/10/21
3 T23153795 A2 3/10/21
4 T23153796 A3 3/10/21
5 T23153797 A4 3/10/21
6 T23153798 A5 3/10/21
7 T23153799 ATA 3/10/21
8 T23153800 B 3/10/21
9 T23153801 BHA 3/10/21
10 T23153802 GRA 3/10/21
11 T23153803 J1 3/10/21
12 T23153804 J3 3/10/21
13 T23153805 J5 3/10/21
14 T23153806 J7 3/10/21
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
The truss drawing(s)referenced above have been prepared by � %001 N v
MiTek USA,Inc.under my direct supervision based on the parameters � •,••�G•E•N 9 . J*��
provided by Chambers Truss. �' F
• No 68182 .
Truss Design Engineer's Name: Velez, Joaquin _ * •:* -
My license renewal date for the state of Florida is February 28,2023.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F
that the engineer named is licensed in the jurisdiction(s)identified and that the ��t` P•:���
designs comply with ANSI/TPI 1. These designs are based upon parameters � �` '• O R \O.• N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i SS' ••• ��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or ��.*,�O N A; ����
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 Joaquin Velez PE No.68182
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
March 10,2021
Velez,Joaquin 1 of 1
Job Truss Truss Type Qty Ply THE WINDSOR
T23153793
M11392 A HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:41 2021 Page 1
I D:_kfiGCA6bx7j2Syl H DXFw7ye3KX-RN pJYZgOuyd7CnHAgjpliLgj 1 gsoN I Rat gd7ZEzcMfa
11-0-q 6-10-14 9-0-0 14-11-0 20-2-13 26-0-0 28-1-2 35-0-0 36-O-Q
1-0-0 6-10-14 2-1-2 5-11-0 5-3-13 5-9-3 2-1-2 6-10-14 1-0-0
Scale=1:60.5
= =
4.00 12 5x8 3x6= 5x8= 5x8
4 28 5 6 7 29 8 9
3
27 30 �
31
26 M
M
rn1 2 10FRI 11 in
Ic7
0 0
17 16 15 14 32 13 12 33 34
3x5= 3x6= 5x10 = 3x6= 3x8=
9-0-0 14-11-0 20-2-13 26-0-0 35-0-0
9-0-0 5-11-0 5-3-13 5-9-3 9-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-1-6,Edge],[4:0-5-4,0-2-8],[7:0-3-8,0-2-8],[8:0-5-4,0-2-8],[10:0-7-2,Edge],[11:0-2-2,0-1-8],[15:0-1-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.71 12-25 >338 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.66 12-25 >366 180
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) -0.04 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,15=0-8-0,10=0-8-0
Max Horz 2=-97(LC 10)
Max Uplift 2=-235(LC 12),15=-1439(LC 12),10=-799(LC 12)
Max Grav 2=467(LC 17),15=1596(LC 1),10=685(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-639/104,3-4=-396/0,4-5=-1456/776,5-7=-1456/776,7-8=-454/1468,
8-9=-1009/2875,9-10=-1265/3232
BOT CHORD 2-17=0/652,15-17=0/600,14-15=-1206/454,12-14=-2506/938,10-12=-2996/1174
WEBS 3-17=-372/523,4-17=-304/451,4-15=-1087/1266,5-15=-336/444,7-14=-1266/399,
8-14=-580/1559,8-12=-1577/447,9-12=-358/789,7-15=-1329/3367
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)All plates are 3x4 MT20 unless otherwise indicated. Sealed by Velez,Joaquin, PE
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed Copies of this
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 2,1439 lb uplift at document are not considered
joint 15 and 799 lb uplift at joint 10.
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153794
M11392 Al SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:42 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-vZNhlvrOeFl_gxsNOQKXFZMwiECo6oEkFKMg5gzcMfZ
11-0-Q 8-6-0 11-0-0 14-9-0 , 19-8-14 24-0-0 27-4-7 35-0-0 16-0-Q
OO 8-6-0 2-6-0 3-9-0 4-11-14 4-3-2 3-4-7 7-7-9 1-0-0
Scale=1:65.2
5x6= 3x4 5x8 MT18HS=
4.00 12 3x4=
3x4 \\ 4 24 5 6 25 26 7
3x4
23 3 8
w
22 27
3x4 II 3x4 II rn "
1 2 11 9 10 IM Ir
d 7x8 MT18HS= o
13 12
3x6= 3x5= 5x8 MT18HS= 4x10=
2.00 12
10-0-0 14-9-0 24-6-8 35-0-0
10-0-0 4-9-0 9-9-8 10-5-8
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-2,Edge],[7:0-4-0,0-2-3],[9:0-2-10,Edge],[10:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.75 11-12 >563 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.21 11-12 >348 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.35 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:158 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-117(LC 10)
Max Uplift 2=-825(LC 12),9=-825(LC 12)
Max Grav 2=1349(LC 1),9=1349(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3209/2700,3-4=-3006/2595,4-5=-3022/2654,5-6=-3022/2654,6-7=-4643/3878,
7-8=-5324/4342,8-9=-5751/4808
BOT CHORD 2-13=-2422/3007,12-13=-2033/2657,11-12=-3100/3908,9-11=-4483/5478
WEBS 3-13=-425/544,4-13=-479/571,4-12=-446/617,5-12=-269/348,6-12=-1034/903,
6-11=-567/892,7-11=-1 144/1523,8-11=-404/575
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 14-9-0,Interior(1)14-9-0 to 24-0-0,Exterior(2R)24-0-0 to 27-7-10,Interior(1)27-7-10 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. Sealed by Velez,Joaquin, PE
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed Copies of this
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at
joint 9. signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153795
M11392 A2 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:43 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Nlx3yFsePZtrS5RZy7rmnmv5YdXOrE4tU_6Ed6zcMfY
11-0-Q 8-6-0 13-0-0 14-9-0 22-0-0 27 4-7 35-0-0 $6-O-Q
OO 8-6-0 4-6-0 1-9-0 7-3-0 5-4-7 7-7-9 1-0-0
Scale=1:65.2
5x6= 3x4= 5x8 MT18HS=
4.00 12 4 24 5 25 26 27 6
3x4 \\23 28 3x4
3
7
r;
3x4 22 29
10 3x4 rn
1b 1 2 11 8 9 ,n r
r'j 7x8 MT18HS= 1c;
13 12 3x4= d
3x4= 5x8= 4x10=
3x6=
2.00 12
10-0-0 14-9-0 22-0-0 24-6-8 35-0-0
10-0-0 4-9-0 7-3-0 2-6-8 10-5-8
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-6,Edge],[6:0-4-0,0-2-3],[8:0-2-10,Edge],[9:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.72 10 >585 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.94 10-21 >447 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=136(LC 11)
Max Uplift 2=-825(LC 12),8=-825(LC 12)
Max Grav 2=1349(LC 1),8=1349(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3211/2702,3-4=-3017/2615,4-5=-2580/2349,5-6=-3379/2931,6-7=-5242/4283,
7-8=-5759/4831
BOT CHORD 2-13=-2425/3008,12-13=-1849/2418,11-12=-2023/2629,10-11=-2630/3441,
8-10=-4507/5485
WEBS 3-13=-420/537,4-13=-558/688,4-12=-425/551,5-12=-777/767,5-11=-645/925,
6-11=-391/371,6-1 0=-1 751/2268,7-10=-503/677
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 13-0-0,Exterior(2R)
13-0-0 to 16-6-0,Interior(1)16-6-0 to 22-0-0,Exterior(2R)22-0-0 to 25-6-0,Interior(1)25-6-0 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 This item has been
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Velez,Joaquin, PE
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. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
8)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at signature must be verified
joint 8. on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153796
M11392 A3 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:44 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ryVRAbtGAt?i3F01WrN?K_SGK1ffaiwljern9YzcMfX
11-0-Q 8-6-0 15-0-0 20-0-0 24-6-8 27-4-7 35-0-0 $6-0-p
OO 8-6-0 6-6-0 5-0-0 4-6-8 2-9-15 7-7-9 -0-
Scale=1:66.4
4.00 12 5x6=
5x6=
5 25 26 6
3x4 5x6
4x6 24 27 7 5x8 MT18HS
3 4 8 n
M
3x4 11 23 �28
3x4 rn
N 1 2 11 9 10
ri 12 7x8 MT18HS= jA
14 13 4x10
3x5= 3x4 11 5x6= 4x10=
2.00 12
8-6-0 14-9-0 20-0-0 24-6-8 35-0-0
8-6-0 6-3-0 5-3-0 4-6-8 10-5-8
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[3:0-3-0,Edge],[8:0-4-0,0-3-0],[9:0-2-10,Edge],[10:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.73 11 >572 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 11-22 >432 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.36 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-155(LC 10)
Max Uplift 2=-825(LC 12),9=-825(LC 12)
Max Grav 2=1349(LC 1),9=1349(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-3256/2710,4-5=-2426/2135,5-6=-2680/2424,6-7=-2829/2474,7-8=-5320/4411,
8-9=-5720/4754
BOT CHORD 2-14=-2434/3048,13-14=-2434/3048,12-13=-1719/2274,11-12=-4008/5103,
9-11=-4430/5445
WEBS 4-14=0/329,4-13=-897/814,5-12=-462/661,6-12=-434/616,7-12=-2727/2233,
7-11=-1443/1939,8-11=-390/445
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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(2R)
15-0-0 to 18-6-0,Interior(1)18-6-0 to 20-0-0,Exterior(2R)20-0-0 to 23-6-0,Interior(1)23-6-0 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 This item has been
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Velez,Joaquin, PE
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. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at signature must be verified
joint 9. on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153797
M11392 A4 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:45 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-K83gNwtuxA7ZhPbx3YuEtB_RNRDtJ6gAylbKi?zcMfW
11-0-Q 8-6-0 14-9-0 17-0-0 18-0-p 24-6-8 27 4-7 35-0-0 $6-0-p
OO 8-6-0 6-3-0 2-3-0 0- 6-6-8 2-9-15 7-7-9 0-
Scale=1:66.4
4.00 12 5x6=
5x6=
3x4 11 6 7
3x4 5 5x6
4x6 26 27 5x8 MT18HS
4 8 9 3x4
3 10 7
3x4 11 25 28 3x4 II 1
1
2 13 11 12 I Ir
a14 7x8 MT18HS= o
16 15 3x12=
3x5= 3x4 11 5x8= 4x10=
2.00 12
8-6-0 14-9-0 18-0-0 24-6-8 35-0-0
8-6-0 6-3-0 3-3-0 6-6-8 10-5-8
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[4:0-3-0,Edge],[9:0-4-0,Edge],[11:0-2-10,Edge],[12:0-2-2,0-1-8],[14:0-2-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.80 13 >528 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 13 >400 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.39 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:174 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14
OTHERS 2x4 SP No.3
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 This item has been
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Velez,Joaquin, PE
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. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
8)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at signature must be verified
joint 11. on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153798
M11392 A5 SPECIAL 16 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:46 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-oKcCbGuWiUFQJZA8dGPTPPXbjrbR2btJAyKuERzcMfV
1-0-q 8-6-0 14-9-0 17-6-0 24-6-8 27-4-7 , 35-0-0 36-0-Q
'1-0-0 8-6-0 6-3-0 2-9-0 7-0-8 2-9-15 7-7-9 1-0-
Scale:3/16"=l'
5x12 MT18HS=
4.00 12
3x4 1 6
3x4 I I
3x6 24 5 25 5x8 MT18HS
3x4 4 7 8 3x4
3 9
3x4 II 23 26 3x4 II
12 cp
01 2 10 11
;4 28 7x10 MT18HS= IM
6 27 0
14 13
3x5— 3x4 11 6x10= 3x10=
2.00 12
8-6-0 14-9-0 24-6-8 35-0-0
8-6-0 6-3-0 9-9-8 10-5-8
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-1-2,Edge],[8:0-3-11,Edge],[11:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.86 12-13 >489 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -1.54 12-13 >273 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.37 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied.
1-4,8-11:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.
BOT CHORD 2x4 SP M 30*Except* WEBS 1 Row at midpt 6-12
10-12:2x4 SP M 31
WEBS 2x4 SP No.3*Except*
6-12:2x4 SP M 30
OTHERS 2x4 SP No.3
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 This item has been
plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component.
4)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Signed and Sealed and the
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. signature must be verified
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at on any electronic copies.
joint 10. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153799
M11392 ATA COMMON 5 1
Job Reference o tional
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:48 2021 Page 1
ID: kfiGCA6bx7j2Syl H DXFw7ye3KX-kjkyOywnE5V7YsKW IhRxUgc_LeHH W WOceGp?IKzcMfT
T1-0-q 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 36-01
'1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 1-0-0
Scale=1:59.5
4.00 12 5x6=
6
28 29
27 30
3x6 5 7 3x6
4 8
3 9
26
31
in1 2 10 11 u�
IM
17 16 15 32 33 14 13 12
3x6= 5x6 WB= 3x8= 3x6=
3x8— 5x6 WB-
8-4-0 12-11-0 22-1-0 26-8-0 35-0-0
8-4-0 4-7-0 9-2-0 4-7-0 8-4-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-2,Edge],[10:0-0-2,Edge],[11:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.42 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.76 14-15 >550 180
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:171 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=179(LC 11)
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.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;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 This item has been
to the use of this truss component. electronically signed and
4)100.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. Sealed by Velez,Joaquin, PE
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. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members,with BCDL=10.Opsf. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at signed and sealed and the
joint 10.
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153800
M11392 B COMMON 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:49 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-CvIKDIwP?Pd_AOvjlOyAl l9D12izFzjmswZYrmzcMfS
T1-0-q 8-3-5 14-0-0 17-6-0 21-0-0 26-8-11 35-0-0 q6-0-q
'1-0-0 8-3-5 5-8-11 3-6-0 3-6-0 5-8-11 8-3-5 1-0-0
Scale=1:59.3
4.00 12 3x6=
6
5 7
3x6% 3x6
4 r�� 8
3 9
26 27
�1 2 10 11 n
1011 IM
17 16 15 14 13 12
3x6= 3x6= 3x5=
3x5=
8-3-5 1%0-0 21-0-0 26-8-11 35-0-0
8-3-5 5-8-11 7-0-0 5-8-11 8-3-5
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[6:0-3-0,Edge],[11:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.16 17-22 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.28 17-22 >595 180
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:152 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=-179(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-371(LC 12),15=-453(LC 12),14=-453(LC 12),10=-371(LC
12)
Max Grav All reactions 250 lb or less atjoint(s)except 2=651(LC 17),15=954(LC 17),14=949(LC 18),
10=655(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-978/674,5-6=-181/281,6-7=-181/281,9-10=-992/674
BOT CHORD 2-1 7=-488/1 024,15-1 7=-488/1 024,12-14=-490/903,10-12=-490/903
WEBS 3-17=-13/301,3-15=-956/728,5-15=-277/376,7-14=-277/376,9-14=-958/728,
9-12=-13/301
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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 This item has been
to the use of this truss component. electronically signed and
4)All plates are 3x4 MT20 unless otherwise indicated. Sealed by Velez,Joaquin, PE
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 2,453 lb uplift at document are not considered
joint 15,453 lb uplift at joint 14 and 371 lb uplift at joint 10.
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153801
M11392 BHA BOSTON HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:51 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-81Q5eyfXOtiPK25Qp?e6SEX2sMfjuN3KE2fvezcMfQ
15-6-0 21-6-0
1-0-0 7-0-0 9-6-0 11-6-0 13-6-0 1 -0 0 17-6-0 19-6-0 21-0-0 23-6-0 25-6-0 28-0-0 35-0-0 6-0-
1-0-0 7-0-0 2-6-0 2-0-0 2-0-0 -6- 1-6-0 2-0-0 2-0-0 1-6-0 -6- 2-0-0 2-0-0 2-6-0 7-0-0
Scale=1:62.4
4.00 F12 5x6=
59 15 60 17
58 12 61
3x6 57 9 zzz
20
56 g 62 22 3x6
5xl2%55 4 6 x6= 2463 5x12 zzz
26
3 11 18 19 1 23 6_47
65
14
54
r
n 2 28 29 N N
1 'A
35 44 45 34 46 33 47 48 49 50 32 51 31 52 53 30 6
3x6= 6x8= 6x8= 3x6= 3x5=
3x5
7-0-0i 14-0-0 21-0-0 28-0-0 35-0-0
7-0-0 7-0-0 7-0-0 7-0-0 7-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[29:0-2-2,0-1-8],[32:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.13 35-40 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 35-40 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 28 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:211 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-33,27-32
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,19,16,7,23
REACTIONS. All bearings 0-8-0. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
(lb)- Max Horz 2=179(LC 7) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Uplift All uplift 100 lb or less at joint(s)except 2=-565(LC 8),33=-1269(LC 8),32=-1017(LC 8), (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
28=-434(LC 8) GABLE END DETAILS AS APPLICABLE,OR CONSULT
Max Grav All reactions 250 lb or less atjoint(s)except 2=812(LC 17),33=1825(LC 1),32=1529(LC 1), QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
28=626(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1692/1103,3-4=-105/259,27-28=-1129/710,3-5=-441/520,5-7=-436/514,
7-10=-436/514,10-11=-436/514,11-13=-436/514,13-16=-436/514,16-18=-436/514,
18-19=-436/514,19-21=-382/412,21-23=-382/412,23-25=-382/412,25-27=-387/418
BOT CHORD 2-35=-939/1572,33-35=-909/1484,32-33=-382/400,30-32=-575/1004,28-30=-568/1039
WEBS 3-35=-191/649,27-30=0/451,3-33=-2090/1523,11-33=-810/782,19-32=-772/745,
27-32=-1484/1044,9-10=-463/453,20-21=-462/454
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.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 This item has been
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding.
5)All plates are 3x4 MT20 unless otherwise indicated. Sealed by Velez,Joaquin, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 565 lb uplift at joint 2,1269 lb uplift at signed and sealed and the
joint 33,1017 lb uplift at joint 32 and 434 lb uplift at joint 28. must be verified
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signature
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
Continued on page 2 March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153801
M11392 BHA BOSTON HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:51 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-8lQ5eyfXOtiPK25Qp?e6SEX2sMfjuN3KE2fvezcMfQ
NOTES-
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)265 lb down and 381 lb up at 7-0-0,158 lb down and 206 lb up at
9-0-12,158 lb down and 206 lb up at 11-0-12,158 lb down and 206 lb up at 13-0-12,158 lb down and 206 lb up at 15-0-12,158 lb down and 206 lb up at 17-0-12,158
lb down and 206 lb up at 17-11-4,158 lb down and 206 lb up at 19-11-4,158 Ib down and 206 lb up at 21-11-4,158 lb down and 206 lb up at 23-11-4,and 158 lb down
and 206 lb up at 25-11-4,and 158 lb down and 206 lb up at 27-11-4 on top chord,and 373 lb down and 236 lb up at 7-0-0,69 lb down at 9-0-12,69 lb down at 11-0-12,
69 lb down at 13-0-12,69 lb down at 15-0-12,69 lb down at 17-0-12,69 lb down at 17-11-4,69 lb down at 19-11-4,69 lb down at 21-11-4,69 lb down at 23-11-4,and
69 lb down at 25-11-4,and 69 lb down at 27-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
11) 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:38-41=-20,1-3=-54,3-15=-54,15-27=-54,27-29=-54
Concentrated Loads(lb)
Vert:35=-373(F)30=-23(F)44=-23(F)45=-23(F)46=-23(F)47=-23(F)48=-23(F)49=-23(F)50=-23(F)51=-23(F)52=-23(F)53=-23(F)54=-169(F)55=-118(F)
56=-118(F)57=-118(F)58=-118(F)59=-118(F)60=-118(F)61=-118(F)62=-118(F)63=-118(F)64=-118(F)65=-118(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type City Ply THE WINDSOR
T23153802
M11392 GRA HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:52 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-cU_TrKzHIK?Z1 Udl_W Wtfgnb?GguSGFCZunCR5zcMfP
1-0-q 7-0-0 14-11-0 , 21-5-2 , 28-0-0 , 35-0-0 36-0-9
'1-0-0 7-0-0 7-11-0 6-6-2 6-6-14 7-0-0 -0-
Scale:3/16"=l'
4.00 12 5x8— 3x5 11 3x6= 4x8= 5x8=
3 24 25 26 27 4 28 29 5 30 631 32 33 34 7
u�
3x4 I I 3x4 11 11�
1 2 8 9 c5
C} IA
O p
z1 38 39 40 1241 11 42 43 10
15 35 36 14 37 5
3x5= 3x4 3x6= 3x4=4x6= 3x4 11 3x5=
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
7-0-0 14-11-0 21-5-2 28-0-0 35-0-0
7-0-0 7-11-0 6-6-2 6-6-14 7-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[3:0-5-12,0-2-12],[6:0-3-8,0-2-0],[7:0-5-4,0-2-8],[9:0-2-2,0-1-8],[13:0-2-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 10-23 >792 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.30 10-12 >812 180
BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:156 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-13
4-13:2x6 SP No.2 2 Rows at 1/3 pts 3-13
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,13=0-8-0,8=0-8-0
Max Horz 2=-78(LC 6)
Max Uplift 2=-448(LC 8),13=-2442(LC 8),8=-1159(LC 8)
Max Grav 2=755(LC 17),13=3223(LC 1),8=1225(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1534/729,3-4=-1052/1347,4-6=-1052/1347,6-7=-1946/1834,7-8=-2978/2565
BOT CHORD 2-15=-586/1423,13-15=-596/1464,12-13=-1710/1946,10-12=-2359/2830,
8-10=-2329/2789
WEBS 3-15=-159/733,3-13=-2917/1869,4-13=-848/801,6-13=-3504/3050,6-12=-430/666,
7-12=-940/731,7-10=-489/690
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.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;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. This Item has been
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez,Joaquin, PE
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 448 lb uplift at joint 2,2442 lb uplift at using a Digital Signature.
joint 13 and 1159 lb uplift at joint 8. Printed copies of this
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 lb down and 329 lb up at document are not considered
7-0-0,90 lb down and 155 lb up at 9-0-12,90 lb down and 155 lb up at 11-0-12,90 lb down and 155 lb up at 13-0-12,90 lb down signed and sealed and the
and 155 lb up at 15-0-12,90 lb down and 155 lb up at 17-0-12,90 lb down and 155 lb up at 17-11-4,90 lb down and 155 lb up at nature must be verified
19-11-4,90 lb down and 155 lb up at 21-11-4,90 lb down and 155 lb up at 23-11-4,and 90 lb down and 155 lb up at 25-11-4,and signature
203 lb down and 329 lb up at 28-0-0 on top chord,and 452 lb down and 263 lb up at 7-0-0,63 lb down and 3 lb up at 9-0-12,63 lb on any electronic copies.
down and 3 lb up at 11-0-12,63 lb down and 3 lb up at 13-0-12,63 lb down and 3 lb up at 15-0-12,63 lb down and 3 lb up at Joaquin Velez PE No.68182
17-0-12,63 lb down and 3 lb up at 17-11-4,63 lb down and 3 lb up at 19-11-4,63 lb down and 3 lb up at 21-11-4,63 lb down and MiTek USA,Inc.FL Cent 6634
3 lb up at 23-11-4,and 63 lb down and 3 lb up at 25-11-4,and 452 lb down and 263 lb up at 27-11-4 on bottom chord. The 6904 Parke East Blvd.Tampa FL 33810
design/selection of such connection device(s)is the responsibility of others. Date:
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 10,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153802
M11392 GRA HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:52 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-cU_TrKzHIK?Z1 Udl_W Wtfgnb?GguSGFCZunCR5zcMfP
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-7=-54,7-9=-54,18-21=-20
Concentrated Loads(lb)
Vert:3=-147(B)7=-147(B)15=-452(B)13=-40(B)4=-90(B)1 0=-452(B)24=-90(B)25=-90(B)26=-90(B)28=-90(B)29=-90(B)30=-90(B)32=-90(B)33=-90(B)
34=-90(B)35=-40(B)36=-40(B)37=-40(B)38=-40(B)39=40(13)40=-40(B)41=-40(B)42=-40(B)43=-40(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153803
M11392 J1 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:52 2021 Page 1
ID: kfiGCA6bx7j2Syl H DXFw7ye3KX-cU_TrKzH I K?Z1 Udl_W WtfgnmjGg3SVpCZunCR5zcMfP
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:6.1
3
4.00 12
2
2x3 11
1
4
3x4
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:6 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
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=11(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.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)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.Opsf 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.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153804
M11392 J3 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:53 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-5gXr3fzv3e8QedCUXE16BtKwRf6XBy3LnYXm_XzcMfO
1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:9.4
9 3
4.00 F12
2
2x3
, 1
4
3x4=
3-0-0
3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 4-8 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-54(LC 12),2=-147(LC 12),4=-4(LC 12)
Max Grav 3=64(LC 1),2=173(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.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;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 2-11-8 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.Opsf 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 54 lb uplift at joint 3,147 lb uplift at joint
2 and 4 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.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153805
M11392 J5 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:54 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Zt5DG?_YgxGHGnng5xYLk5s4s3JawPIVOCGJWzzcMfN
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:12.7
3
4.00 12
9
2x3 11 2
1
4
3x4—
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.08 4-8 >725 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.07 4-8 >841 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight:18 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=123(LC 12)
Max Uplift 3=-107(LC 12),2=-177(LC 12),4=-7(LC 12)
Max Grav 3=119(LC 1),2=243(LC 1),4=84(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.Opsf;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 4-11-8 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.Opsf 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 107 lb uplift at joint 3,177 lb uplift at
joint 2 and 7 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.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153806
M11392 J7 MONO TRUSS 24 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:54 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Zt5DG?_YgxGHGnng5xYLk5s?i3OWwPIVOCGJWzzcMfN
1 O 0 7-0-0
1-0-0 7-0-0
Scale:3/4"=1'
3
4.00 12
10
9
2x3 11 2
1
4
3x5=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-1-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.23 4-8 >364 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.19 4-8 >437 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:24 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 3=-153(LC 12),2=-211(LC 12),4=-12(LC 12)
Max Grav 3=165(LC 1),2=315(LC 1),4=125(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.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;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 6-11-8 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.Opsf 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 153 lb uplift at joint 3,211 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.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T23153807
M11392 KJ7 MONO TRUSS 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:32:55 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-13fcUL?AbFO8uxMsff3aHIPHpTp3fpoeFsOs2QzcMfM
1X
6-8-12 9-10-1
6-8-12 3-1-5
Scale=1:20.6
4
2.83 12 3x4
3
2x3 11 2
1
ci 7 6
3x4= 20 11 5
3x4=
6-8-12 9-10-1
6-8-12 3-1-5
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 7-11 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:40 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-11-5,5=Mechanical
Max Horz 2=192(LC 8)
Max Uplift 4=-131(LC 8),2=-262(LC 8),5=-238(LC 8)
Max Grav 4=156(LC 13),2=379(LC 1),5=461(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-838/366
BOT CHORD 2-7=-487/798,6-7=-487/798
WEBS 3-7=0/307,3-6=-920/561
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;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.Opsf 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 131 lb uplift at joint 4,262 lb uplift at
joint 2 and 238 lb uplift at joint 5. This Item has been
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). electronically signed and
LOAD CASE(S) Standard sealed by Velez,Joaquin, PE
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 using a Digital Signature.
Uniform Loads(pIf) Printed copies of this
Vert:1-2=-54 document are not considered
Trapezoidal Loads(pIf) signed and sealed and the
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) signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
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 MiTek"
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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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