HomeMy WebLinkAboutAPPROVED WS 19 - Truss Package [ds] 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: WS0019 - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: K Hovnanian Homes Project Name: WS0019 Model: Lelia-A Tampa, FL 3361 0-41 1 5
Lot/Block: 19 Subdivision: Waterstone
Address: 5150 Armina PL., .
City: Fort Pierce 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 33 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 T23200047 CJ1 3/15/21 15 T23200061 T07 3/15/21
2 T23200048 CJ3 3/15/21 16 T23200062 T08 3/15/21
3 T23200049 CJ3A 3/15/21 17 T23200063 T09 3/15/21
4 T23200050 CJ5 3/15/21 18 T23200064 T10 3/15/21
5 T23200051 CJ5A 3/15/21 19 T23200065 T11 3/15/21
6 T23200052 EJ7 3/15/21 20 T23200066 T12 3/15/21
7 T23200053 HJ5 3/15/21 21 T23200067 T13 3/15/21
8 T23200054 HJ7 3/15/21 22 T23200068 T14 3/15/21
9 T23200055 T01 3/15/21 23 T23200069 T14A 3/15/21
10 T23200056 T02 3/15/21 24 T23200070 T15 3/15/21
11 T23200057 T03 3/15/21 25 T23200071 T16 3/15/21
12 T23200058 T04 3/15/21 26 T23200072 T17 3/15/21
13 T23200059 T05 3/15/21 27 T23200073 T18 3/15/21
14 T23200060 T06 3/15/21 28 T23200074 T19 3/15/21
This item has been electronically signed and sealed by Finn,Walter, 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
%0%t 111111111,,
The truss drawing(s)referenced above have been prepared by ��% �.�ER P.
F��i��
MiTek USA,Inc.under my direct supervision based on the parameters �����P•�G E N g'•�ti��i�
provided by Builders FirstSource(Lady Lake,FL). : �' F••'•
Truss Design Engineer's Name: Finn, Walter * No 22839 •::
My license renewal date for the state of Florida is February 28,2023. = >fr
�-0: :
IMPORTANT NOTE:The seal on these truss component designs is a certification 13 STATE OF ::44/:
that the engineer named is licensed in the jurisdiction(s)identified and that the T'••A, Q
designs comply with ANSI/TPI 1. These designs are based upon parameters ,��• OR X N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j� s�• •""•�� ,��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or �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 Walter P.Finn PE No.22839
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 15,2021
Finn,Walter 1 of 2
�m ID
W1 I
MiTek
MiTek USA, Inc.
RE: WS0019 - 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: K Hovnanian Homes Project Name: WS0019 Model: Lelia-A
Lot/Block: 19 Subdivision: Waterstone
Address: 5150 Armina PL., .
City: Fort Pierce State: FL
No. Seal# Truss Name Date
29 T23200075 T20 3/15/21
30 T23200076 V01 3/15/21
31 T23200077 V02 3/15/21
32 T23200078 V03 3/15/21
33 T23200079 VO4 3/15/21
2 of 2
Job Truss Truss Type Qty Ply
T23200047
WS0019 CA CORNER JACK 12 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:00 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-tTVH3mjenH3DOTOjg W Ltl57BMXnkV3_Md Wyarzzam?H
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:6.5
3
5.00 12
2
w
0
0
0
, 1
Qo o4
Qo
�o
�o
2x4= ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X Y)-- [2:0-1-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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-P Weight:5 lb FT=20%
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.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=40(LC 12)
Max Uplift 3=-8(LC 1),2=-97(LC 12)
Max Grav 3=18(LC 12),2=125(LC 1),4=18(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical 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.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 8 lb uplift at joint 3 and 97 lb uplift at
joint 2.
7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200048
WS0019 CJ3 Corner Jack 11 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:00 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-tTVH3mjen H3DOTOjg W Ltl57A9XIyV3_Md Wyarzzam?H
-1-0-0 3-0-0
1-0- 3-0-0
Scale=1:10.8
3
5.00 12 5
r;
0
2 N
1
0° 4
2x4=
ST1.5x8 STP = 3-0-0
3-0-0
Plate Offsets(X Y)-- [2:0-1-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >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-P Weight:11 lb FT=20%
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.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=71(LC 12)
Max Uplift 3=-32(LC 12),2=-106(LC 12)
Max Grav 3=54(LC 17),2=187(LC 1),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left
and right exposed;end vertical 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.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 32 lb uplift at joint 3 and 106 lb uplift at
joint 2.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200049
WS0019 CJ3A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:01 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-Lf3fG5jHYbB40dbvEDs6l lfKvw5jEW EVsAi7OPzam?G
3-0-0
3-0-0
Scale=1:10.8
2
5.00 12
0
N
3
2x4=
3-0-0
3-0-0
Plate Offsets(X Y)-- [1:0-0-2 Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 1-3 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20%
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.
REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical
Max Horz 1=49(LC 12)
Max Uplift 1=-24(LC 12),2=-54(LC 12)
Max Grav 1=106(LC 1),2=78(LC 1),3=58(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical 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.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 24 lb uplift at joint 1 and 54 lb uplift at
joint 2.
7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200050
WS0019 CJ5 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:02 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-psd1URkvJuJxdnA6oxNLgWCSFKPMzzUf4gRhwszam?F
-1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:15.8
3
5.00 12
6
N
O
N
5
2
1
4
4°
2x4=
ST1.5x8 STP=
5-0-0
5-0-0
Plate Offsets(X Y)-- [2:0-1-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >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-P Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 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=103(LC 12)
Max Uplift 3=-77(LC 12),2=-116(LC 12)
Max Grav 3=114(LC 17),2=253(LC 1),4=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left
and right exposed;end vertical 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.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 77 lb uplift at joint 3 and 116 lb uplift at
joint 2.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200051
WS0019 CJ5A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:02 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-psd1URkvJuJxdnA6oxNLgWCRnKPgzzUf4gRhwszam?F
5-0-0
5-0-0
Scale=1:14.9
2
5.00 12
5
C N
O
N
4
3
2x4=
5-0-0
5-0-0
Plate Offsets(X Y)-- [1:0-0-2 Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 1-3 >863 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical
Max Horz 1=81(LC 12)
Max Uplift 1=-42(LC 12),2=-91(LC 12)
Max Grav 1=180(LC 1),2=132(LC 1),3=98(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 3-0-12,Interior(1)3-0-12 to 4-11-4 zone;cantilever
left and right exposed;end vertical 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.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 42 lb uplift at joint 1 and 91 lb uplift at
joint 2.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200052
WS0019 EJ7 Jack-Open 19 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:03 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-H2BPhnIX4CRoFxkl LeuaNjlaVkh9iQkoJU BES Izam?E
-1-0-0 7-0-0
1-0-0 7-0-0
Scale=1:19.8
3
5.00 12
o c?
6 �
0
5 N
2
1
4°
3x4 = 4
ST1.5x8 STP =
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-10,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.10 2-4 >773 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180
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-SH Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 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=136(LC 12)
Max Uplift 3=-103(LC 12),2=-130(LC 12)
Max Grav 3=159(LC 1),2=324(LC 1),4=121(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left
and right exposed;end vertical 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.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 103 lb uplift at joint 3 and 130 lb uplift at
joint 2.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200053
WS0019 HJ5 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:04 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-I Elov7m9rWZft4J UvMQpwwHIJ801RtUyYBwo_kzam?D
-1-5-0 6-9-6 7-0-11
1-5-0 6-9-6 0-3-8
Scale=1:16.2
2x4
3 4
3.54 12
8
7
2
1
10
3x4= 9 6 5
2x4 11
6-9-6 7-0-1�
6-9-6 0-3-8
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 0.67 Vert(LL) -0.09 2-6 >910 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.19 2-6 >438 180
BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=1-5-0,6=0-5-5
Max Horz 2=104(LC 8)
Max Uplift 2=-172(LC 8),6=-99(LC 8)
Max Grav 2=301(LC 1),6=243(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (10)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)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.
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)Gable studs spaced at 2-0-0 oc.
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
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 2 and 99 lb uplift at
joint 6.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb up at 1-5-12,79 lb up at This item has been
1-5-12,and 44 lb up at 4-3-11,and 44 lb up at 4-3-11 on top chord,and at 1-5-12, at 1-5-12,and at 4-3-11,and at 4-3-11 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others. electronically signed and
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Sealed by Finn,Walter, PE
10)'This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature.
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed copies of this
LOAD CASE(S) Standard document are not considered
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signed and sealed and the
Uniform Loads(plf) signature must be verified
Vert:1-3=-54,3-4=-14,2-5=-20 on any electronic copies.
Concentrated Loads(lb)
Vert:7=44(F=22,B=22) Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200054
WS0019 HJ7 Diagonal Hip Girder 5 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:04 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-IElov7m9rWZft4JUvMQpwwHrA82uRpkyY8wo_kzam?D
-1-5-0 5-8-1 9-10-1
1-5-0 5-8-1 4-1-15
Scale=1:20.6
4
3.54 12 10
3x4
3
9
8
2
1
o° 11 12 7 13 6
d° o•
2x4= 2x4 11 5
3x4=
5-8-1 9-10-1
5-8-1 4-1-15
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 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical
Max Horz 2=135(LC 8)
Max Uplift 4=-68(LC 8),2=-237(LC 8),5=-101(LC 8)
Max Grav 4=104(LC 1),2=445(LC 1),5=310(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-714/203
BOT CHORD 2-7=-269/652,6-7=-269/652
WEBS 3-6=-713/294,3-7=0/290
NOTES- (9)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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.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 68 lb uplift at joint 4,237 lb uplift at joint
2 and 101 lb uplift at joint 5. This item has been
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)78 lb up at 1-4-15,78 lb up at
1-4-15,44 lb up at 4-2-15,44 lb up at 4-2-15,and 38 lb down and 99 lb up at 7-0-14,and 38 lb down and 99 lb up at 7-0-14 on top electronically signed and
chord,and at 1-4-15, at 1-4-15, at 4-2-15, at 4-2-15,and 36 lb down at 7-0-14,and 36 lb down at 7-0-14 on bottom chord. The sealed by Finn,Walter, PE
design/selection of such connection device(s)is the responsibility of others. using a Digital Signature.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Printed COpleS Of this
9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered
signed and sealed and the
LOAD CASE(S) Standard signature must be verified
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies.
Uniform Loads(plf)
Vert:1-4=-54,2-5=-20 Walter P.Finn PE No.22839
Concentrated Loads(lb) MiTek USA,Inc.FL Cent 6634
Vert:8=44(F=22,B=22)10=-75(F=-38,B=-38)13=-36(F=-18,B=-18) 6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200055
WS0019 T01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:05 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-ERIA6TnnbphVUEuhT3x2S8grDYGWAH M5mogLXAzam?C
7-0-0 11-8-0 18-8-0 19-8-0
7-0-0 4-8-0 7-0-0 1-0-0
Scale:3/8"=1'
5x6=
5x6=
2 8 9 10 3
5.00 12
M
M
a�1 4
cF 5 Io
11 12 6 s
7
s
3x6= 5x6— 3x4= ST1.5x8 STP=
3x6=
7-0-0 11-8-0 18-8-0
7-0-0 4-8-0 7-0-0
Plate Offsets(X Y)-- [1:0-0-14,0-0-2] [2:0-3-0,0-2-4] [3:0-3-0,0-2-4] [7:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(ILL) 0.11 1-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.21 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(CT) 0.07 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical,4=0-8-0
Max Horz 1=-79(LC 6)
Max Uplift 1=-449(LC 8),4=-536(LC 8)
Max Grav 1=1283(LC 1),4=1385(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2788/972,2-3=-2443/930,3-4=-2773/972
BOT CHORD 1-7=-804/2500,6-7=-800/2469,4-6=-796/2470
WEBS 2-7=-60/647,3-6=-54/651
NOTES- (11)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)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
will fit between the bottom chord and any other members. This Item has been
7)Refer to girder(s)for truss to truss connections. electronically signed and
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 lb uplift at joint 1 and 536 lb uplift at sealed by Finn,Walter, PE
joint 4. using a Digital Signature.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 122 lb up at Printed copies Of this
7-0-0,105 lb down and 118 lb up at 9-0-12,and 105 lb down and 118 lb up at 9-7-4,and 180 lb down and 216 lb up at 11-8-0 on p
top chord,and 340 lb down and 129 lb up at 7-0-0,81 lb down at 9-0-12,and 81 lb down at 9-7-4,and 340 lb down and 129 lb up document are not considered
at 11-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Signed and sealed and the
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signature must be Verified
11)"This manufactured product is designed as an individual building component. The suitability and use of this component for any on any electronic copies.
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
Walter P.Finn PE No.22839
LOAD CASE(S) Standard MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
Continued on page 2 March 15,2021
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
T23200055
WS0019 T01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:05 2021 Page 2
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-ERIA6TnnbphVUEuhT3x2S8grDYGWAH M5mogLXAzam?C
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-5=-54,1-4=-20
Concentrated Loads(lb)
Vert:3=-133(F)7=-340(F)6=-340(F)2=-105(F)9=-105(F)10=-105(F)11=-58(F)12=-58(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 Qty Ply
T23200056
WS0019 T02 Jack-Open Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:06 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-idsYJpnPM7pM6OTt1nSH?LN39xfpvnnE?SPu3dzam?B
5-0-12 7-0-0
5-0-12 1-11-4
2x4 Scale=1:20.5
3
5.00 12 2x4
2
1 FIJ
d°
p° 6 7 5 4
2x4 11
3x4= 2x4 11
ST1.5x8 STP=
5-0-12 7-0-0
5-0-12 1-11-4
Plate Offsets(X,Y)-- [1:0-4-5,0-1-21
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.16 1-5 >481 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.29 1-5 >267 180
BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:34 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0,4=Mechanical
Max Horz 1=108(LC 8)
Max Uplift 1=-235(LC 8),4=-456(LC 8)
Max Grav 1=757(LC 1),4=1235(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES- (9)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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.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 235 lb uplift at joint 1 and 456 lb uplift at
joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)86 lb down and 44 lb up at
1-1-1,and 160 lb down and 62 lb up at 3-1-1,and 1263 lb down and 469 lb up at 5-0-12 on bottom chord. The design/selection of This item has been
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). electronically signed and
9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Finn,Walter, PE
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature.
LOAD CASE(S) Standard Printed copies of this
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 document are not considered
Uniform Loads(plf) signed and sealed and the
Vert:1-3=-54,1-4=-20 signature must be verified
Concentrated Loads(lb) on any electronic copies.
Vert:5=-1263(F)6=-86(F)7=-160(F)
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200057
WS0019 T03 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:07 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ApQwX9ol7RyDkY23aUzWXZvHOL2Ge?5OE69Sb3zam?A
21-4-0
I-1 1 4-3-7 7-0-0 11-11-14 15-4-13 18-8-0 20-8-0 21r0r0i 24-5-13 30-4-0 �31-4-O,
1-0-0 4-3-7 2-8-9 4-11-14 3-5-0 3__3
2-0-0 014- 3-1-13 5-10-3 1-0-0
0-4-0
Scale=1:57.1
4x6 11
5x6= 3x8= 2x4 11 5x6= 7
5.00 12 3 4 5 2x4 i
8
15 17 18
r
2 9
10
1 1Y
19 20 21
ST1.5x8 STP= 14 13 12 11 ST1.5x8 STP=
3x12 MT20HS 4x6= 3x6 I I 8x14 MT20HS= 5x8= 3x8
21-4-0
7-0-0 11-11-14 15-4-13 18-8-0 20-8-0 21-0 0 30-4-0
7-0-0 4-11-14 3A 113 2-0-0 0-4- 9-0-0
0-4-0
Plate Offsets(X,Y)-- [2:0-3-0,0-1-81,[3:0-3-0,0-2-41,[9:0-3-1,0-1-81,[12:0-7-0,0-4-81,[13:0-4-4,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.31 12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.57 12-13 >623 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.11 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins.
6-7,7-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 4-14
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-103(LC 6)
Max Uplift 2=-920(LC 8),9=-678(LC 8)
Max Grav 2=2486(LC 1),9=1840(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-5595/1963,3-4=-5155/1868,4-5=-6159/2218,5-6=-6159/2218,6-7=-3664/1305,
7-8=-3697/1304,8-9=-3928/1384
BOT CHORD 2-14=-1705/5069,13-14=-2388/6954,12-13=-2388/6954,11-12=-1753/5263,
9-11=-1 185/3549
WEBS 3-14=-482/1697,6-12=-435/1275,6-11=-2994/1118,8-11=-269/163,4-12=-1120/652,
7-11=-907/2627,4-13=-407/1350,4-14=-2094/766
NOTES- (11)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)All plates are MT20 plates unless otherwise indicated. electronically signed and
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn,Walter, PE
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 920 lb uplift at joint 2 and 678 lb uplift at p
joint 9. document are not considered
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 122 lb up at signed and sealed and the
7-0-0,and 145 lb down and 118 lb up at 9-0-12,and 145 lb down and 118 lb up at 11-0-12 on top chord,and 340 lb down and 129 signature must be verified
lb up at 7-0-0,81 lb down at 9-0-12,and 81 lb down at 11-0-12,and 1215 lb down and 476 lb up at 11-7-4 on bottom chord. The on any electronic copies.
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). Walter P.Finn PE No.22839
11)"This manufactured product is designed as an individual building component. The suitability and use of this component for any MiTek USA,Inc.FL Cert 6634
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 6904 Parke East Blvd.Tampa FL 33610
Date:
dd9AAG#.Wftaandard March 15,2021
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 ANSI7TPI1 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
T23200057
WS0019 T03 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:07 2021 Page 2
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ApQwX9ol7RyDkY23aUzWXZvHOL2Ge?5OE69Sb3zam?A
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-6=-54,6-7=-54,7-10=-54,2-9=-20
Concentrated Loads(lb)
Vert:3=-105(F)14=-340(F)15=-105(F)16=-105(F)19=-58(F)20=-58(F)21=-1215(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 Qty Ply
T23200058
WS0019 T04 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:09 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-6CYhyrglf2CxzsCSiv?_d_?gX9e265?hhQeYgyzam?8
21-4-0
-1-0-0 5-8-11 9-0-0 15-2-0 20-8-0 21001
0 0 24-7-6 30-4-0 1-4-0
1-0-0 5-8-11 3-3-5 6-2-0 5-6-0 0-4- 3-3-6 5-8-10 1-0-0
0-4-0 Scale=1:55.0
5x8= 2x4 11 5x8=
5.00 12 4 15 16 5 17 18 6
2x4 2x4 i
3 14 197
13 20
_ 2 8
1 9 Iq
0 0
ST1.5x8 STP= 12 11 10 ST1.5x8 STP=
3x6= 3x4 = 5x8= 3x4= 3x6=
9-0-0 15-2-0 20-8-0 21-4- 30-4-0
9-0-0 6-2-0 5-6-0 8- 9-0-0
Plate Offsets(X,Y)-- [4:0-5-12,0-2-81,[6:0-5-12,0-2-81,[7:0-0-0,0-0-01,[11:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 2-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 2-12 >948 180
BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:144 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=100(LC 11)
Max Uplift 2=-427(LC 12),8=-427(LC 12)
Max Grav 2=1170(LC 1),8=1170(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2221/925,3-4=-1995/830,4-5=-2192/960,5-6=-2192/960,6-7=-1995/830,
7-8=-2221/925
BOT CHORD 2-12=-770/1990,11-12=-611/1814,10-11=-615/1814,8-10=-775/1990
WEBS 4-12=-63/378,4-11=-202/542,5-11=-380/235,6-11=-202/542,6-10=-63/377
NOTES- (8)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2R)9-0-0
to 12-0-0,Interior(1)12-0-0 to 21-4-0,Exterior(2R)21-4-0 to 24-4-0,Interior(1)24-4-0 to 31-4-0 zone;cantilever left and right
exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members. Sealed by Finn,Walter, PE
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 427 lb uplift at joint 2 and 427 lb uplift at using a Digital Signature.
joint 8. Printed copies of this
8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200059
WS0019 T05 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:09 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-6CYhyrglf2CxzsCSiv? d ?ez9hB65EhhQeYgyzam?8
11-0-0 15-2-0 19-4-0 23-9-11 30-4-0 31-4-q
4-5-11 4-2-0 4-2-0 4-5-11 6-6-5 1-0-0
Scale=1:54.8
4x6=
3x4= 4x6=
3 4 15 5
5.00 12
3x4 3x4
2 6
14 4
16
1 7
8
EEE3:
Iq
0 0
3x4 13 12 4x6— 10 9 ST1.5x8 STP=
ST1.5x8 STP — 2x4 11 3x8= 3x8= 2x4 11 3x4
6-6-5 11-0-0 19-4-0 23-9-11 30-4-0
6-6-5 4-5-11 8-4-0 4-5-11 646-5
Plate Offsets(X,Y)-- [1:0-3-0,0-1-81,[7:0-3-0,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.15 10-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.36 10-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0,7=0-8-0
Max Horz 1=-119(LC 10)
Max Uplift 1=-357(LC 12),7=-428(LC 12)
Max Grav 1=1096(LC 1),7=1171(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2277/886,2-3=-1829/764,3-4=-1650/736,4-5=-1648/741,5-6=-1826/763,
6-7=-2262/885
BOT CHORD 1-13=-725/2024,12-13=-725/2024,10-12=-594/1755,9-10=-733/2009,7-9=-733/2009
WEBS 2-12=-461/252,3-12=-163/486,4-12=-267/113,4-10=-269/117,5-1 0=-1 60/484,
6-10=-446/244
NOTES- (8)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-0 to 3-4-0,Interior(1)3-4-0 to 11-0-0,Exterior(2R)11-0-0
to 15-2-0,Interior(1)15-2-0 to 19-4-0,Exterior(2R)19-4-0 to 23-9-11,Interior(1)23-9-11 to 31-4-0 zone;cantilever left and right
exposed;end vertical 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)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 Finn,Walter, PE
will fit between the bottom chord and any other members. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 428 lb uplift at joint 7. Printed copies Of this
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any document are not considered
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200060
WS0019 T06 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:10 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-aO639AgwQMKob?neGcXD9BXmOZ?2rU7gw4N6COzam?7
7-7-12 13-0-0 17-4-0 22-8-4 30-4-0 31-0-q
7-7-12 5-4-4 4-4-0 5-4-4 7-7-12 1-0-0
Scale=1:54.8
5x8=
4x6=
3 15 16 4
5.00 12
3x4 i 14 17 3x4
2 5
o>
13
18
1 6
yI 7
o = • o
10
3x4= 12 11 3x6— 9 8 ST1.5x8 STP=
ST1.5x8 STP = 2x4 3x4= 3x8= 2x4 3x4
7-7-12 13-0-0 17-4-0 22-8-4 30-4-0
7-7-12 5-4-0 4-4-0 5-4-4 7-7-12
Plate Offsets(X Y)-- [1:0-1-10,Edge] [3:0-5-12,0-2-8],[6:0-3-0,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(ILL) -0.13 9-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.27 1-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.09 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=-139(LC 10)
Max Uplift 1=-357(LC 12),6=-428(LC 12)
Max Grav 1=1096(LC 1),6=1171(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2235/865,2-3=-1651/721,3-4=-1470/708,4-5=-1651/724,5-6=-2223/866
BOT CHORD 1-12=-697/1980,11-12=-697/1980,9-11=-450/1470,8-9=-707/1967,6-8=-707/1967
WEBS 2-12=0/292,2-11=-610/294,3-11=-117/390,4-9=-121/390,5-9=-596/286,5-8=0/290
NOTES- (8)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-0 to 3-4-0,Interior(1)3-4-0 to 13-0-0,Exterior(2E)13-0-0
to 17-4-0,Exterior(2R)17-4-0 to 21-6-15,Interior(1)21-6-15 to 31-4-0 zone;cantilever left and right exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
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
will fit between the bottom chord and any other members. This Item has been
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 428 lb uplift at electronically signed and
joint 6. sealed by Finn,Walter, PE
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature.
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200061
WS0019 T07 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:11 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-2bgRN WrYBfSfD9MgpK2SiP4tPyJTatl_9k7fkgzam?6
15-4-0
8-9-6 15-0-0 15f$-p 21-6-10 304-0 iM 4-0
8-9-6 6-2-10 0-- 6-2-10 8-9-6 1-0-0
0-2-0
Scale=1:53.8
=
5.00 12 4x6
4
3x6 3x6
3x4 3 13 145 3x4
2 6
12
15
1 7
$ 10
ST1.5x8 STP= 11 10 9 ST1.5x8 STP =
3x6= 2x4 5x8= 2x4 11 3x6=
15-4-0
8-9-6 15-0-0 1Fr$�1 21-6-10 30-4-0
8-9-6 6-2-10 0-- 6-2-10 8-9-6
0-2-0
Plate Offsets(X,Y)-- [10:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(ILL) 0.18 1-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 1-11 >931 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0,7=0-8-0
Max Horz 1=-160(LC 10)
Max Uplift 1=-357(LC 12),7=-428(LC 12)
Max Grav 1=1096(LC 1),7=1171(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2179/808,2-4=-1482/632,4-6=-1481/626,6-7=-2170/798
BOT CHORD 1-11=-631/1922,10-1 1=-631/1922,9-10=-635/1912,7-9=-635/1912
WEBS 2-11=0/338,2-10=-742/350,6-10=-731/345,6-9=0/337,4-10=-296/812
NOTES- (7)
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=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-0 to 3-4-0,Interior(1)3-4-0 to 15-2-0,Exterior(2R)15-2-0
to 19-4-15,Interior(1)19-4-15 to 31-4-0 zone;cantilever left and right exposed;end vertical 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.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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 428 lb uplift at
joint 7. electronically signed and
7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Finn,Walter, PE
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200062
WS0019 T08 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:12 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-W nEpassAyzaWgJw1 N 1 ZhEcd7MMjxJFr7NOsDGGzam?5
1-0- 5-0-0 9-8-0 12-2-8 19-10-0 27-5-8 35-0-0 6-0-
0- 5-0-0 4-8-0 2-6-9 7-7-8 7-7-8 7-6-8 1-0-0
Scale=1:64.8
4x6=
6
21 22 3x6
3x4 7 3x4
=
5.00 1 5x12 2 4x6= 5 8
3
17 19 20 23
9
1 2 10 q a
o ST1.5x8 STP= 16 15 14 13 24 25 12 11 ST1.5x8 STP=
3x4— ST1.5x8 STP= 5x12— 3x6= 3x4= 5x6= 2x4\\ 3x4
2x4 11
5-0-0 9-8-0 16-3-11 23-4-5 29-9-13 35-0-0
5-0-0 4-8-0 6-7-11 7-0-11 6-5-8 5-2-3
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[3:0-104,0-2-121,[9:0-3-0,0-1-81,[12:0-3-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 12-13 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,16=0-8-0,9=0-8-0
Max Horz 2=-162(LC 10)
Max Uplift 2=-376(LC 18),16=-606(LC 12),9=-398(LC 12)
Max Grav 2=38(LC 12),16=2138(LC 17),9=1196(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-463/1478,3-4=-919/374,4-5=-1020/426,5-6=-1517/598,6-8=-1689/645,
8-9=-2341/754
BOT CHORD 2-16=-1294/491,15-16=-1417/543,13-15=-440/1435,12-13=-285/1195,11-12=-624/1907,
9-11=-609/2080
WEBS 3-16=-1936/752,3-15=-883/2565,4-15=-478/231,5-15=-644/287,6-13=-70/387,
6-12=-174/707,8-12=-575/321,8-11=0/304
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-0,Exterior(2R)5-0-0
to 8-0-0,Interior(1)8-0-0 to 19-10-0,Exterior(2R)19-10-0 to 22-10-0,Interior(1)22-10-0 to 36-0-0 zone;cantilever left and right
exposed;end vertical 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn,Walter, PE
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 376 lb uplift at joint 2,606 lb uplift at p
joint 16 and 398 lb uplift at joint 9. document are not Considered
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200063
WS0019 T09 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:13 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-?znBoCtojHiNSTVDxl4wng9Fem2b2nfGc2cmpjzam?4
11-8-0 12 2-10 16-3-11 19-1%0 27-5-7 29-9-12 35-0-0 6-0-
0- 4-8-0 0-6- 0 4-1-1 3-6-5 7-7-7 2: _5
5-2-4 0-
Scale=1:64.8
4x6=
5
18 19 3x6
5.00 12 5x6— 5x6= 6 3x4
3 7
16 17
15 20 d?
2 8 9
`it 1 Iq
o ST1.5x8 STP= 14 13 12 21 22 11 10 ST1.5x8 STP=
3x4— ST1.5x8 STP= 5x8— 3x4= 5x6= 2x4 3x6—
3x4//
5-0-0 7-0-0 11-8-0 16-3-11 19-10-0 23-4-5 29-9-12 35-0-0
5-0-0 2-0-0 4-8-0 4-7-11 3-6-5 3-6-5 6-5-7 5-2 4
Plate Offsets(X,Y)-- [2:0-1-2,Edge1,[3:0-3-0,0-2-41,[11:0-3-0,0-3-01,[13:0-2-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.18 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 11-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:170 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,14=0-8-0,8=0-8-0
Max Horz 2=-162(LC 10)
Max Uplift 2=-310(LC 18),14=-557(LC 12),8=-409(LC 12)
Max Grav 2=7(LC 9),14=2032(LC 17),8=1226(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-440/1383,3-4=-1561/667,4-5=-1610/643,5-7=-1769/683,7-8=-2413/792
BOT CHORD 2-14=-1202/485,12-13=-516/1630,11-12=-326/1263,10-11=-657/1975,8-10=-644/2145
WEBS 3-14=-2138/848,4-13=-794/367,5-12=-79/412,4-12=-303/181,5-11=-1 68/713,
7-11=-567/315,7-10=0/298,3-13=-601/1791
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2R)7-0-0
to 10-0-0,Interior(1)10-0-0 to 19-10-0,Exterior(2R)19-10-0 to 22-10-0,Interior(1)22-10-0 to 36-0-0 zone;cantilever left and right
exposed;end vertical 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)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 Finn,Walter, PE
will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 310 lb uplift at joint 2,557 lb uplift at Printed copies of this
joint 14 and 409 lb uplift at joint 8. p
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any document are not considered
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200064
WS0019 T10 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:14 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-TALa?YuQUagE4d4PVSb9K1 iQUANGnCCQriLJL9zam?3
1-0- 5-5-0 9-0-0 13-8-0 19-10-0 26-0-0 7-1- 35-0-0 6-0-
0- 5-5-0 3-7-0 4-8-0 6-2-0 6-2-0 1-1-2 7-10-14 0-
Scale=1:64.8
4x6=
6
4x6= 4x6— 20 21 3x6
7 3x4
5.00 12 4 8
3x6
3 18 19
17 22 v
2 9
0 1 10 Io
ST1.5x8 STP= 16 15 14 13 23 24 12 11 ST1.5x8 STP=
3x4— ST1.5x8 STP= 5x8— 3x6= 3x4= 5x6= 2x4 3x6—
2x4 11
5-0-0 9-0-0 13-8-0 16-3-11 19-10-0 23-4-5 27-1-2 29-4-11 35-0-0
5-0-0 4-0-0 4-8-0 2-7-11 3-6-5 3-6-5 3-8-13 2-3-9 5-7-5
Plate Offsets(X,Y)-- [9:0-0-10,Edge],[12:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.29 12-13 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:176 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0,16=0-8-0
Max Horz 2=-162(LC 10)
Max Uplift 2=-275(LC 18),9=-407(LC 12),16=-566(LC 12)
Max Grav 2=15(LC 9),9=1230(LC 18),16=2006(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-405/1244,3-4=-721/333,4-5=-633/326,5-6=-1627/677,6-8=-1800/723,
8-9=-2368/770
BOT CHORD 2-16=-1095/432,15-16=-762/294,13-15=-490/1573,12-13=-316/1246,11-12=-603/1858,
9-11=-606/2089
WEBS 3-15=-513/1564,6-12=-232/777,8-12=-524/304,8-11=-5/338,6-13=-135/492,
5-13=-252/195,5-15=-1168/454,3-16=-1858/723
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2R)9-0-0
to 12-0-0,Interior(1)12-0-0 to 19-10-0,Exterior(21R)19-10-0 to 22-10-0,Interior(1)22-10-0 to 36-0-0 zone;cantilever left and right
exposed;end vertical 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn,Walter, PE
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 275 lb uplift at joint 2,407 lb uplift at p
joint 9 and 566 lb uplift at joint 16. document are not Considered
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200065
WS0019 T11 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:15 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-xMvyCuu3Fuy5hnfc2A6OsFFaMajZWkQZ4M5ttbzam?2
1-0- 6-8-2 11-0-0 15-8-0 19-10-0 26-0-0 35-0-0 6-0-
0- 6-8-2 4-3-14 4-8-0 4-2-0 6-2-0 9-0-0 0-
Scale=1:64.8
4x6=
6
5x8— 4x6=
20 21 3x6
5.00 12 4 7 3x4
3x8 18 19 8
3
17 22
2 9
0 1 10 Io
ST1.5x8 STP= 16 1514 13 23 24 12 11 ST1.5x8 STP=
3x4— ST1.5x8 STP= 3x6— 3x8— 5x6= 2x4\\ 3x6—
2x4 // 3x4= — — —
11-0-0 15-8-0 23-4-5 294-11 35-0-0
5-0-0 6-0-0 4-8-0 7-8-5 6-0-6 5-7-5
Plate Offsets(X,Y)-- [4:0-5-12,0-2-81,[9:0-0-10,Edge1,[12:0-3-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.22 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 12-13 >951 180
BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,16=0-8-0,9=0-8-0
Max Horz 2=-162(LC 10)
Max Uplift 2=-239(LC 24),16=-542(LC 12),9=-411(LC 12)
Max Grav 2=5(LC 9),16=1951(LC 17),9=1246(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-392/1161,3-4=-1070/479,4-5=-1548/671,5-6=-1739/784,6-8=-1849/742,
8-9=-2400/791
BOT CHORD 2-16=-1009/421,13-15=-251/995,12-13=-332/1259,11-12=-622/1900,9-11=-626/2119
WEBS 3-16=-1952/794,3-15=-326/1122,4-15=-421/198,4-13=-300/901,5-13=-848/450,
6-13=-255/613,6-12=-232/814,8-12=-519/309,8-11=-6/320
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2R)
11-0-0 to 14-0-0,Interior(1)14-0-0 to 19-10-0,Exterior(2R)19-10-0 to 22-10-0,Interior(1)22-10-0 to 36-0-0 zone;cantilever left and
right exposed;end vertical 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)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 Finn,Walter, PE
will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 2,542 lb uplift at Printed copies of this
joint 16 and 411 lb uplift at joint 9. p
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any document are not considered
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200066
WS0019 T12 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:16 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-PYTKQEvhOC4yJwEoctddPSnlOzl eF6vjlOgQP2zam?1
1-0- 7-9-7 13-0-0 17-8-0 19-1%0 26-0-0 35-0-0 6-0-
0- 7-9-7 5-2-9 4-8-0 2-2-0 6-2-0 9-0-0 -0-
Scale=1:64.8
4x6=
4x6— 4x12=
6
4
5.00 12 21 3x6
18 19 20 7 3x4
3x4 8
3
m
N
17 22
2 9
0 1 10 Io
ST1.5x8 STP= 16 15 14 13 23 24 12 11 ST1.5x8 STP=
3x4— ST1.5x8 STP= 3x6=3x8— 3x4— 5x6= 2x4\\ 3x6—
3x4//
5-0-0 13-0-0 17-8-0 23-4-5 29-4-11 35-0-0
5-0-0 8-0-0 4-8-0 5-8-5 6-0-6 5-7-5
Plate Offsets(X,Y)-- [2:0-0-14,Edge],[9:0-0-10,Edge],[12:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.14 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.24 12-13 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:186 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,16=0-8-0,9=0-8-0
Max Horz 2=162(LC 11)
Max Uplift 2=-177(LC 24),16=-498(LC 12),9=-417(LC 12)
Max Grav 2=17(LC 21),16=1832(LC 17),9=1259(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-311/952,3-4=-1278/566,4-5=-1137/551,5-6=-1620/766,6-8=-1868/771,
8-9=-2444/817
BOT CHORD 2-16=-824/364,14-16=-213/647,13-14=-432/1485,12-13=-356/1292,11-12=-647/1923,
9-11=-650/2158
WEBS 3-16=-2026/831,3-14=-128/726,4-14=-43/288,5-14=-571/207,5-13=-420/263,
6-13=-260/596,6-12=-236/762,8-12=-529/308,8-11=-4/345
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2R)
13-0-0 to 16-0-0,Interior(1)16-0-0 to 19-10-0,Exterior(2R)19-10-0 to 22-10-0,Interior(1)22-10-0 to 36-0-0 zone;cantilever left and
right exposed;end vertical 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn,Walter, PE
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 177 lb uplift at joint 2,498 lb uplift at p
joint 16 and 417 lb uplift at joint 9. document are not Considered
8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200067
WS0019 T13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:17 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-tk1 idawJnVCox4p_Aa9sxgKx?NOf_hksXga_yUzam?O
20-0-0
1-0- 7-4-11 15-0-0 19-8-0 19-1 -0 27-7-6 35-0-0 6-0-
1-0-0 7-4-11 7-7-5 4-8-0 0-- 7-7-6 7-4-10 1-0-0
0-2-0
Scale=1:64.8
5.00 12 5x8=
4x6=
5 19 20 6
3x6� 18 21 3x6
3x4 4 7 3x4
3 8
n
ro
17 22
2 9
10
aI 1 Iq
o ST1.5x8 STP= 16 15 14 13 12 11 ST1.5x8 STP= o
3x6= 2x4 11 4x6= 3x4= 3x8= 4x6= 2x4 11 3x6=
7-4-11 15-0-0 19-8-0 20rq-0 27-7-6 35-0-0
7-4-11 7-7-5 4-8-0 0-4-0 7-7-6 7-4-10
Plate Offsets(X Y)-- [5:0-5-12,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.17 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 14-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14,8-13
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-160(LC 10)
Max Uplift 2=-483(LC 12),9=-483(LC 12)
Max Grav 2=1342(LC 1),9=1342(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2686/1052,3-5=-1940/845,5-6=-1719/842,6-8=-1941/845,8-9=-2686/1052
BOT CHORD 2-16=-880/2398,14-16=-880/2398,13-14=-553/1718,11-13=-884/2398,9-11=-884/2398
WEBS 3-16=0/327,3-14=-751/354,5-14=-95/441,8-11=0/327,6-13=-104/442,8-13=-751/354
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2R)
15-0-0 to 18-0-0,Interior(1)18-0-0 to 20-0-0,Exterior(2R)20-0-0 to 23-0-0,Interior(1)23-0-0 to 36-0-0 zone;cantilever left and right
exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
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 This item has been
will fit between the bottom chord and any other members. electronically signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at sealed by Finn,Walter, PE
joint 9. using a Digital Signature.
8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200068
WS0019 T14 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:18 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-Lxb4rvxxXpKfYEOAkig5UtsBZnlij2S?mKJXUwzam??
18-0-0
ri-0-0 6-1-3 12-3-13 17-0-0 17-6 0 22-8-3 28-10-13 35-OA 36-0-q
1-0-0 6-1-3 6-2-10 4-8-3 -6-� 4-8-3 6-2-10 1IN
0-6-0
Scale=1:64.8
3x6 11
5.00 12 3x6 3x6=
6 7 8 21
3x4- 3x4
3x6 5 20 9 3x6
4 10
2x4 2x4
3 11 r
19 22
2 12
13
0 1 Io
ST1.5x8•STP= 18 17 23 16 24 15 14 ST1.5x8 STP=
3x6— 3x4= 4x6= 3x8— 4x6= 3x4= 3x6—
18-0-0
8-9-9 17-U 17-6 0 26-2-7 35-0-0
8-9-9 8-2-7 -6-b 8-2-7 8-9-9
0-6-0
Plate Offsets(X Y)-- [6:0-3-0 0-2-4] [8:0-3-0 0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 14-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.45 14-16 >909 180
BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.12 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-8-0
Max Horz 2=-180(LC 10)
Max Uplift 2=-483(LC 12),12=-483(LC 12)
Max Grav 2=1492(LC 17),12=1492(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2945/999,3-5=-2734/929,5-6=-1883/734,6-7=-1696/704,7-8=-1696/704,
8-9=-1883/734,9-11=-2735/929,11-12=-2946/999
BOT CHORD 2-18=-832/2789,16-18=-608/2218,14-16=-618/2123,12-14=-842/2654
WEBS 3-18=-297/215,5-18=-113/637,5-16=-689/320,9-16=-689/320,9-14=-113/637,
11-1 4=-297/215,7-16=-381/1191
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-0-0,Exterior(2E)
17-0-0 to 18-0-0,Exterior(2R)18-0-0 to 22-2-15,Interior(1)22-2-15 to 36-0-0 zone;cantilever left and right exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Sealed by Finn,Walter, PE
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at using a Digital Signature.
joint 12. Printed copies of this
8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200069
WS0019 T14A Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:20 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-HJirGbyB3QalloYYZrjiZZlyVdbQCBuhi DeoeXpzam_z
1-0- 4-10-13 11-3-4 17-0-0 8-0- 20-8-0 23-5-6 27-1-12 29-1-10 35-0-0 6-0-
0- 4-10-13 6-4-7 5-8-12 0- 2-8-0 2-9-6 3-8-5 1-11-14 5-10-6 0-
Scale=1:66.0
=
5.00 1 4x6 2 4x6=
6 7
3x4
8
3x6 3x8 23 24
3x6
5
4 9 3x4
10 2x4
2x4 11
3
22 19x8 17 16 25 O
2 3x4= 5x8 12 13 N
qI 1 Iv
ST1.Sx8 3TP= 21 20 19 15 14 ST1.5x8,STP=
3x6= 3x4= 5x6= 2x4 11 2x4 11 4x10 MT20HS= 3x6=
7-2-10 11-3-4 17-0-0 20-8-0 27-1-12 35-0-0
7-2-10 4-0-10 5-8-12 3-8-0 6-5-12 7-10-4
Plate Offsets(X Y)-- [16:0-5-8,0-3-8] [18:0-5-8,0-3-4],[20:0-2-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.23 18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.45 19-20 >925 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.19 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:209 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 12=0-8-0,2=0-8-0
Max Horz 2=180(LC 11)
Max Uplift 12=-483(LC 12),2=-483(LC 12)
Max Grav 12=1342(LC 1),2=1342(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2704/1019,3-5=-2509/955,5-6=-2365/917,6-7=-2145/886,7-8=-2341/939,
8-10=-2988/1112,10-11=-2507/957,11-12=-2664/980
BOT CHORD 12-14=-823/2378,17-18=-573/2140,16-17=-823/2711,2-21=-861/2436,20-21=-643/2034
WEBS 5-21=-1 10/351,6-18=-244/741,8-16=-215/749,5-20=-608/258,18-20=-678/2144,
10-14=-499/219,14-16=-789/2396,10-16=-63/436,7-17=-336/814,8-17=-983/431
NOTES- (9)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-0-0,Exterior(2E)
17-0-0 to 18-0-0,Exterior(2R)18-0-0 to 22-2-15,Interior(1)22-2-15 to 36-0-0 zone;cantilever left and right exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. This Item has been
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
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 sealed by Finn,Walter, PE
will fit between the bottom chord and any other members. using a Digital Signature.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 12 and 483 lb uplift Printed copies of this
at joint 2.
9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any document are not considered
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200070
WS0019 T15 Hip 10 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:21 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-m W GDTxzpgki EPi61 PQDo6W U io_nPwO2SSIYB4Fzam_y
18-0-0
r1-0-Oi 12-3-13 17-0-0 17-6 0 2:-3 28-10-13 35-0-0 ,36-0-Oi
1-0-0 61-3 6-2-10 48-3 -6- 48-3 6-2-10 6-1-3 1-0-0
0-6-0
Scale=1:62.4
4x6=
5.00 12
6
3x4 18 19 3x4
3x6 5 7 3x6
4 8
2x4 O 2x4
3 9
17 20
2 10
1 11 IY
o ST1.5x8 STP= 16 15 21 14 22 13 12 ST1.5x8 STP=
3x6— 3x4= 4x6= 3x8— 4x6 = 3x4= 3x6
18-0-0
8-9-9 17-0-0 1 26-2-7 35-0-0
8-9-9 8-2-7 16; 8-2-7 8-9-9
0-6-0
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 0.49 Vert(ILL) -0.26 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.45 12-14 >914 180
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.12 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-185(LC 10)
Max Uplift 2=-483(LC 12),10=-483(LC 12)
Max Grav 2=1490(LC 17),10=1490(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2940/1003,3-5=-2730/934,5-6=-1881/747,6-7=-1881/747,7-9=-2731/934,
9-10=-2940/1003
BOT CHORD 2-16=-839/2787,14-16=-619/2220,12-14=-623/2126,10-12=-844/2649
WEBS 3-16=-295/212,5-16=-110/634,5-14=-699/323,7-14=-699/323,7-12=-110/634,
9-12=-295/212,6-14=-388/1205
NOTES- (7)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-6-0,Exterior(2R)
17-6-0 to 20-6-0,Interior(1)20-6-0 to 36-0-0 zone;cantilever left and right exposed;end vertical 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.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,with BCDL=10.Opsf. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at electronically signed and
joint 10. sealed by Finn,Walter, PE
7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature.
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200071
WS0019 T16 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:22 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-EigbgH_Sb2g51 rhyz8kl ej 1 okO5gfy_bhxHlchzam_x
1-0- 7-4-11 15-0-0 20-0-0 27-7-5 35-0-0 6-0-
0- 7-4-11 7-7-5 5-0-0 7-7-5 7-4-11 1-0-0
Scale=1:64.8
5.00 12 5x8=
4x6=
5 19 20 6
3x6� 3x6
18 21
3x4 4 7 3x4
3 8
n
ro
17 22
9
10
aI 1 2 Iq
o ST1.5x8 STP= 16 15 14 13 12 11 ST1.5x8 STP= o
3x6= 2x4 11 4x6= 3x4= 3x8= 4x6= 2x4 11 3x6=
7-4-11 15-0-0 20-0-0 27-7-5 35-0-0
7-4-11 7-7-5 5-0-0 7-7-5 7-4-11
Plate Offsets(X Y)-- [5:0-5-12,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(ILL) -0.17 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 14-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14,8-13
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=160(LC 11)
Max Uplift 2=-483(LC 12),9=-483(LC 12)
Max Grav 2=1342(LC 1),9=1342(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2686/1019,3-5=-1940/809,5-6=-1719/804,6-8=-1941/809,8-9=-2686/1019
BOT CHORD 2-16=-844/2398,14-16=-844/2398,13-14=-516/1718,11-13=-854/2398,9-11=-854/2398
WEBS 3-16=0/327,3-14=-751/356,5-14=-96/441,6-13=-103/442,8-13=-751/356,8-11=0/327
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2R)
15-0-0 to 19-2-15,Interior(1)19-2-15 to 20-0-0,Exterior(2R)20-0-0 to 24-2-15,Interior(1)24-2-15 to 36-0-0 zone;cantilever left and
right exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
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 This item has been
will fit between the bottom chord and any other members. electronically signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at sealed by Finn,Walter, PE
joint 9. using a Digital Signature.
8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200072
WS0019 T17 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:23 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-iuOzud?4MLzyf?G8WrFGBxayeoOmOMwlvb1188zam_w
1-0- 7-7-12 13-0-0 17-6-0 22-0-0 27-4-4 35-0-0 6-0-
-0-0 7-7-12 5-4-4 4-6-0 4-6-0 5-4 4 7-7-12 -0-0
Scale:3/16"=1'
4x6=
3x4— 4x6=
4 18 5 19 6
5.00 12
3x4 17 20 3x4
3 7
0
1. ui
16 21
2 8
9
vI 1 Iv
o ST1.5x8 STP— 15 14 13 22 23 12 11 10 ST1.5x8 STP— o
3x6= 2x4 11 4x6=3x8= 3x8=4x6= 2x4 11 3x6=
i 7-7-12 13-0-0 22-0-0 27-4-4 35-0-0
7-7-12 5-4-4 9-0-0 5-4-4 7-7-12
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 0.85 Vert(ILL) -0.35 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.62 12-13 >664 180
BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-140(LC 10)
Max Uplift 2=-483(LC 12),8=-483(LC 12)
Max Grav 2=1490(LC 17),8=1490(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2916/1008,3-4=-2307/862,4-5=-2102/837,5-6=-2102/837,6-7=-2307/862,
7-8=-2916/1008
BOT CHORD 2-15=-826/2709,13-15=-826/2709,12-13=-654/2209,10-12=-837/2605,8-10=-837/2605
WEBS 3-15=0/252,3-13=-654/290,4-13=-178/682,5-13=-293/119,5-12=-293/119,
6-12=-178/682,7-12=-655/290,7-10=0/252
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2R)
13-0-0 to 17-6-0,Interior(1)17-6-0 to 22-0-0,Exterior(2R)22-0-0 to 26-2-15,Interior(1)26-2-15 to 36-0-0 zone;cantilever left and
right exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Sealed by Finn,Walter, PE
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at using a Digital Signature.
joint 8. Printed copies of this
8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200073
WS0019 T18 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:24 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-A5yM5z?i7f5pG9rK4ZnVj86BdCo?7tCu8Fmrhazam_v
1-0- 6-6-5 11-0-0 17-6-0 24-0-0 28-5-11 35-0-0 6-0-
-0-0 6-6-5 4-5-11 6-6-0 6-6-0 4-5-11 6-6-5 -0-0
Scale:3/16"=1'
5x8= 2x4 5x8=
5.00 12 4 18 19 5 20 21 6
3x4 3x4
3 7
v
17 22
_ 2 8
qT 1 9 v
o ST1.5x8 STP= 16 1514 13 1211 10 ST1.5x8 STP= o
3x6= 2x4 11 3x6= 3x8= 3x4= 2x4 11 3x6=
3x4= 3x6=
6-6-5 11-0-0 17-6-0 24-0-0 28-5-11 35-0-0
6-6-5 4-5-11 6-6-0 6-6-0 4-5-11 6-6-5
Plate Offsets(X,Y)-- [4:0-5-12,0-2-81,[6:0-5-12,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(ILL) -0.20 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.38 13-15 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.13 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:174 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-120(LC 10)
Max Uplift 2=-483(LC 12),8=-483(LC 12)
Max Grav 2=1342(LC 1),8=1342(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2681/1020,3-4=-2249/910,4-5=-2410/1014,5-6=-2410/1014,6-7=-2249/910,
7-8=-2681/1020
BOT CHORD 2-16=-847/2391,15-16=-847/2391,13-15=-653/2037,11-13=-662/2037,10-11=-857/2391,
8-10=-857/2391
WEBS 3-15=-434/229,4-15=-86/369,4-13=-183/574,5-13=-401/247,6-13=-183/574,
6-11=-86/369,7-11=-434/229
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2R)
11-0-0 to 15-2-15,Interior(1)15-2-15 to 24-0-0,Exterior(2R)24-0-0 to 28-5-11,Interior(1)28-5-11 to 36-0-0 zone;cantilever left and
right exposed;end vertical 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. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn,Walter, PE
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. Printed copies of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at p
joint 8. document are not considered
8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200074
WS0019 T19 Hip 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:25 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-eHWkJJOKuzDguJQXeGlkGMfH7c5BsGX1 NvWPDOzam_u
1-0- 5-8-11 9-0-0 13-4-12 21-7-4 26-0-0 29-3-5 35-0-0 6-0-
0-0 5-8-11 3-3-5 4-4-12 8-2-8 4-4-12 3-3-5 5-8-11 0-0
Scale:3/16"=1'
4x6= 3x6=
3x4= 3x4= 4x6=
5.00 12 4 5 19 6 207 8
2x4�� 2x4
18 3
9 21
17 22 a
2 10
1EeL511 Io
ST1.5x8 STP= 16 15 14 13 12 ST1.5x8 STP=
3x6= 3x8= 4x6— 3x4— 4x6— 3x8= 3x6=
i 9-0-0 17-6-0 26-0-0 35-0-0
9-0-0 8-6-0 8-6-0 9-0-0
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 0.92 Vert(LL) -0.24 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.47 14-16 >881 180
BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=100(LC 11)
Max Uplift 2=-483(LC 12),10=-483(LC 12)
Max Grav 2=1342(LC 1),10=1342(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2646/1035,3-4=-2418/938,4-5=-2219/899,5-7=-2828/1106,7-8=-2219/899,
8-9=-2418/938,9-10=-2646/1035
BOT CHORD 2-16=-865/2377,14-16=-957/2743,12-14=-950/2743,10-12=-875/2377
WEBS 4-16=-266/781,5-16=-772/331,7-12=-772/331,8-12=-266/781
NOTES- (8)
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=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2R)9-0-0
to 13-4-12,Interior(1)13-4-12 to 26-0-0,Exterior(2R)26-0-0 to 30-2-15,Interior(1)30-2-15 to 36-0-0 zone;cantilever left and right
exposed;end vertical 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)Provide adequate drainage to prevent water ponding.
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 This item has been
will fit between the bottom chord and any other members. electronically signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at sealed by Finn,Walter, PE
joint 10. using a Digital Signature.
8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200075
WS0019 T20 HIP GIRDER 1
2 Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:27 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ageUk_2aQaTO7davlhKCLnkgJPpIK8PKgD?VHvzam_s
1-0- 7-0-0 14-0-9 20-11-7 28-0-0 35-0-0 6-0-
0-0 7-0-0 7-0-9 6-10-13 7-0-9 7-0-0 -0-0
Scale:3/16"=l'
5.00 12 5x8= 2x4 3x6= 3x4= 5x8=
3 16 17 18 4 19 20 21 5 22 6 23 24 25 7
M
M
2 8
?I 1 9 IY
0 0
ST1.5x8 STP= 15 26 2714 28 13 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP=
3x6= 2x4 11 4x6— 5x8— 3x6— 4x6— 2x4 3x6=
7-0-0 14-0-9 20-11-7 28-0-0 35-0-0
7-0-0 7-0-9 6-10-13 7-0-9 7-0-0
Plate Offsets(X,Y)-- [3:0-5-12,0-2-81,[7:0-5-12,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.33 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.65 12-13 >637 180
BCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:314 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins.
3-5,5-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
BOT CHORD 2x4 SP No.1 8-3-15 oc bracing:12-13.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-80(LC 6)
Max Uplift 2=-944(LC 8),8=-960(LC 8)
Max Grav 2=2608(LC 1),8=2625(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5798/1982,3-4=-8055/2838,4-6=-8054/2838,6-7=-8064/2850,7-8=-5840/2021
BOT CHORD 2-15=-1721/5235,13-15=-1724/5264,12-13=-2713/8064,10-12=-1758/5302,
8-10=-1756/5274
WEBS 3-15=-46/702,3-13=-1060/3117,4-13=-820/507,6-12=-825/502,7-12=-1035/3071,
7-10=-46/703
NOTES- (11)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design. This Item has been
4)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber electronically signed and
DOL=1.60 plate grip DOL=1.60 sealed by Finn,Walter, PE
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature.
to the use of this truss component. Printed COpleS Of this
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered
8)*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 signed and sealed and the
will fit between the bottom chord and any other members. signature must be Verified
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 944 lb uplift at joint 2 and 960 lb uplift at on any electronic copies.
joint 8.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
Continued on page 2 March 15,2021
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
T23200075
WS0019 T20 HIP GIRDER 1
2 Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:27 2021 Page 2
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ageUk_2aQaTO7davlhKCLnkgJPpIK8PKgD?VHvzam_s
NOTES- (11)
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 122 lb up at 7-0-0,105 lb down and 118 lb up at
9-0-12,105 lb down and 118 lb up at 11-0-12,105 lb down and 118 lb up at 13-0-12,105 lb down and 118 lb up at 15-0-12,105 lb down and 118 lb up at 17-0-12,105
lb down and 118 lb up at 17-11-4,105 lb down and 118 lb up at 19-11-4,105 lb down and 118 Ito up at 21-11-4,105 lb down and 118 lb up at 23-11-4,and 105 lb down
and 118 lb up at 25-11-4,and 180 lb down and 216 lb up at 28-0-0 on top chord,and 340 Ito down and 129 lb up at 7-0-0,81 lb down at 9-0-12,81 lb down at 11-0-12,
81 lb down at 13-0-12,81 lb down at 15-0-12,81 lb down at 17-0-12,81 lb down at 17-11-4,81 lb down at 19-11-4,81 lb down at 21-11-4,81 lb down at 23-11-4,and
81 lb down at 25-11-4,and 340 lb down and 129 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
11)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of
the building designer per ANSI TPI 1 as referenced by the building code."
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=-54,2-8=-20
Concentrated Loads(lb)
Vert:3=-105(B)7=-133(B)15=-340(B)10=-340(B)16=-105(B)17=-105(B)18=-105(B)19=-105(B)20=-105(B)21=-105(B)22=-105(B)23=-105(B)24=-105(B)
25=-1 05(B)26=-58(B)27=-58(B)28=-58(B)29=-58(B)30=-58(B)31=-58(B)32=-58(B)33=-58(B)34=-58(B)35=-58(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
T23200076
WS0019 Vol Valley 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:27 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ageUk_2aQaTO7davlhKCLnkkVPxBKHgKgD?VHvzam_s
4-6-3
4-6-3
Scale=1:12.2
2
2x4
5.00 12 4
1
v
6
3
2x4 2x4
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 0.48 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999
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-P Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-5-9,3=4-5-9
Max Horz 1=74(LC 9)
Max Uplift 1=-42(LC 12),3=-46(LC 12)
Max Grav 1=134(LC 1),3=135(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-9-1 to 3-9-1,Interior(1)3-9-1 to 4-4-7 zone;cantilever left
and right exposed;end vertical 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)Gable requires continuous bottom chord bearing.
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.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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 46 lb uplift at
joint 3.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200077
WS0019 V02 Valley 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:28 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-2SBsxK2CBUbFIm95JOrRU_H?PpKo3kwU3tk3gLzam_r
2-6-3
2-6-3
Scale:1.5"=l'
2
5.00 12 2x4
1
Y
c
0
3
2x4 2x4 11
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 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
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-P Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-5-9,3=2-5-9
Max Horz 1=33(LC 9)
Max Uplift 1=-19(LC 12),3=-21(LC 12)
Max Grav 1=60(LC 1),3=60(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical 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)Gable requires continuous bottom chord bearing.
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.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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 21 lb uplift at
joint 3.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200078
WS0019 V03 Valley 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:28 2021 Page 1
ID:JbsSUYEphcZuYTshvwE3BRyhOBX-2sBsxK2CBubFIm95JOrRu_HtvpF93kwU3tk3gLzam_r
5-0-0
5-0-0
Scale=1:13.1
2
2x4
5.00 12
4
1
Y
a
0
3
2x4 2x4 11
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 0.63 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999
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-P Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-11-6,3=4-11-6
Max Horz 1=84(LC 9)
Max Uplift 1=-47(LC 12),3=-52(LC 12)
Max Grav 1=152(LC 1),3=153(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-9-1 to 3-9-1,Interior(1)3-9-1 to 4-10-4 zone;cantilever left
and right exposed;end vertical 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)Gable requires continuous bottom chord bearing.
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.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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 52 lb uplift at
joint 3.
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
T23200079
WS0019 VO4 Valley 1 1
Job Reference(optional)
Builders FirstSource(Lady Lake,FL), Lady Lake,FL-34472, 8.430 s Feb 12 2021 MiTek Industries,Inc. Mon Mar 15 07:21:29 2021 Page 1
I D:JbsSUYEphcZuYTshvwE3BRyhOBX-X2l F8g3ryBj5Nwklt6MgQCg99DfUoBAdIXUcMnzam_q
3-0-0
3-0-0
Scale=1:9.0
2
5.00
2x4 11
12
1
v
a
a
3
2x4 2x4
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 0.15 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999
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-P Weight:9 lb FT=20%
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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-11-6,3=2-11-6
Max Horz 1=43(LC 9)
Max Uplift 1=-24(LC 12),3=-27(LC 12)
Max Grav 1=78(LC 1),3=78(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical 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)Gable requires continuous bottom chord bearing.
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.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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 27 lb uplift at
joint 3.
7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Finn,Walter, 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.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 15,2021
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
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