HomeMy WebLinkAboutTRUSS Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 2997437 - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: JWN Builders Project Name: 2997437 Model: - Tampa, FL 3361 0-41 1 5
Lot/Block: - Subdivision: -
Address: -
City: Jensen Beack 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: ASCE 7-16 Wind Speed: 170 mph
Roof Load: 55.0 psf Floor Load: N/A psf
This package includes 26 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 T26246838 CJ02 12/14/21 23 T26246860 T12 12/14/21
2 T26246839 CJ03 12/14/21 24 T26246861 T13 12/14/21
3 T26246840 CJ04 12/14/21 25 T26246862 T14 12/14/21
4 T26246841 CJ05 12/14/21 26 T26246863 T15 12/14/21
5 T26246842 CJ07 12/14/21
6 T26246843 CJ08 12/14/21
7 T26246844 CJ09 12/14/21
8 T26246845 CJ10 12/14/21
9 T26246846 EJ01 12/14/21
10 T26246847 HJ01 12/14/21
11 T26246848 HJ02 12/14/21
12 T26246849 T01 12/14/21
13 T26246850 T02 12/14/21
14 T26246851 T03 12/14/21
15 T26246852 T04 12/14/21
16 T26246853 T05 12/14/21
17 T26246854 T06 12/14/21
18 T26246855 T07 12/14/21
19 T26246856 T08 12/14/21
20 T26246857 T09 12/14/21
21 T26246858 T10 12/14/21
22 T26246859 T11 12/14/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.
under my direct supervision based on the parameters �.`���,�P,�:• O
provided by Builders FirstSource-Jacksonville. V\C E N 5�.;9,L%l
Truss Design Engineer's Name: ORegan, Philip 58 26
My license renewal date for the state of Florida is February 28,2023. =
--v.
IMPORTANT NOTE:The seal on these truss component designs is a certification -53' STATE O F .'
that the engineer named is licensed in the jurisdiction(s)identified and that the 0 441
Al
designs comply with ANSI/TPI 1. These designs are based upon parameters .
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z.
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ����s < O R �•
given to MiTek or TRENCO. Any project specific information included is for MiTek's or • •�� ��
TRENCO's customers file reference purpose only,and was not taken into account in the N A
preparation of these designs. MiTek or TRENCO has not independently verified the � ;`,`���
applicability of the design parameters or the designs for any particular building. Before use, Philip J.O'Regan PE No.58126
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
ORegan,Philip 1 of 1
Job Truss Truss Type Qty Ply
T26246838
2997437 CJ02 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:40 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQB1B-BtRcDTEIXKbDgck7cjknUTok1 LItSGIWCkyF?fy9QSb
3-0-0
3-0-0
Scale=1:8.1
2
3.00 12
1
i
ST1.5x8 STP=
Q° 0 3
3x4= Q°
0-10-8 3-0-0
0-10-8 2-1-9
Plate Offsets(X,Y)-- [1:0-5-8,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4 >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-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 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=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=56(LC 8)
Max Uplift 1=-141(LC 8),2=-54(LC 8),3=-10(LC 1)
Max Grav 1=274(LC 1),2=59(LC 1),3=16(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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. ,�� \Q �' RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) ,:���\;••G,E•N S
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
0" ,``.
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246839
2997437 CJ03 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:41 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-f3??QpFxlej4RmJKAQF01 hLpRlbaBj?fQOioX5y9QSa
5-0-0
5-0-0
Scale=1:11.0
8 2
3.00 12
m
a�
N
1
ST1.5x8 STP=
Q° 3
3x4= �°
0-10-8 5-0-0
0-10-8 4-1-9
Plate Offsets(X,Y)-- [1:0-5-8,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.03 4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 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=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=93(LC 8)
Max Uplift 1=-185(LC 8),2=-121(LC 8)
Max Grav 1=360(LC 1),2=148(LC 1),3=65(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2R)4-2-15 to 4-11-4 zone;cantilever
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 `,,11111111111,
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ,�� �Q �' 0'RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ���.��\ •Ci E•N �9
1=185,2=121. : Q ;•�,� SF••.7/ �i
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
OF
Off. P••:�<C40
i�ee� NA—
fill, :�
0,40
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246840
2997437 CJ04 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:42 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-7FYNe9GZ3xrx3wuWk8mFZuu4W9_KwAFof2RL3Xy9QSZ
3-0-1
3-0-1
Scale=1:8.1
2
3.00 12
1
v
ob
0
i
ST1.5x8 STP—
0* 3
3x4— Q�
0° Al
0-10-8 3-0-1
0-10-8 2-1-10
Plate Offsets(X,Y)-- [1:0-5-8,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4 >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-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=56(LC 8)
Max Uplift 1=-141(LC 8),2=-54(LC 8),3=-9(LC 1)
Max Grav 1=274(LC 1),2=59(LC 1),3=16(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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. ,�� \Q �' RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) ,:���\;••G,E•N S
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
S F 41J•
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246841
2997437 CJ05 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:42 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-7FYNe9GZ3xrx3wu W k8m FZuu_89xnwAFof2RL3Xy9QSZ
5-0-2
5-0-2
Scale=1:11.0
8 2
3.00 12
v
ro
a
N
1
ST1.5x8 STP=
0° 3
3x4= �°
0-10-8 5-0-2
0-10-8 4-1-11
Plate Offsets(X,Y)-- [1:0-5-8,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.03 4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=94(LC 8)
Max Uplift 1=-185(LC 8),2=-121(LC 8)
Max Grav 1=360(LC 1),2=149(LC 1),3=65(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2R)4-2-15 to 4-11-6 zone;cantilever
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 `,,11111111111,
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 100 lb uplift at joint(s)except Qt=lb) ���.��\ •Ci E•N
1=185,2=121. : Q ;•�,� SF••.7/ �i
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
OF
'4ti
OR
O N M.
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246842
2997437 CJ07 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:43 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-bS6lrVGBgFznh4Ti IrHU65QFHZKafdVyuiBvby9QSY
3-0-0
3-0-0
Scale=1:8.1
2
3.00 12
1 cq
v
ob
0
i
E!rl,
x8 STP=
Q° 3
3x4= Q°
0° Q°
0-10-8 3-0-0
0-16-8 2-1-8
Plate Offsets(X,Y)-- [1:0-5-8,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4 >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-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 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=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=56(LC 12)
Max Uplift 1=-141(LC 12),2=-54(LC 12),3=-1O(LC 1)
Max Grav 1=274(LC 1),2=58(LC 1),3=15(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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. `�� \Q �' RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) ,�� .��\;••G�E•IV �9 4#
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
S .• 411�
ORI
4*,�SS,O N A1-��,``.
►11 11
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246843
2997437 CJ08 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:43 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-bS6lrVGBgFznh4Ti IrHU65Q9HZH 1 fdVyuiBvby9QSY
5-0-0
5-0-0
Scale=1:11.0
2
3.00 12
8
v
ro
a
N
1
ST1.5x8 STP=
3
3x4= �°
0-10-8 5-0-0
0-16-8 4-1-8
Plate Offsets(X,Y)-- [1:0-5-8,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.04 4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.04 4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 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=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=94(LC 12)
Max Uplift 1=-185(LC 12),2=-121(LC 12)
Max Grav 1=360(LC 1),2=148(LC 1),3=65(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever 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 `,,11111111111,
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ♦♦� �Q �' 0'RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ♦♦♦.�\\ •Ci E•N �9
1=185,2=121. : Q ;•�,� SF••.7/ �i
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 58126
#�O
OR
C?
s;O N AO E ♦♦♦ ♦
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246844
2997437 CJ09 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:44 2021 Page 1
I D:9tH KfnzfGdQeh FaC FKTmY_zQBI B-3eg72rH pbZ5e I D2vrZojeJzPsyeg O3k56LwS8Qy9QSX
3-0-0
3-0-0
Scale=1:8.1
2
3.00 12
1 cq
v
ob
0
i
ST1
Q° 3
0° Q°
3x4=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [1:0-4-8,0-0-21
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.01 3-6 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 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=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=56(LC 12)
Max Uplift 1=-83(LC 12),2=-77(LC 12),3=-20(LC 12)
Max Grav 1=162(LC 1),2=107(LC 1),3=55(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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 `,`111 1111111'
will fit between the bottom chord and any other members. ,�t I��
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. ��� ���;••G•E•N
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Q ,•' S�'•,7/ ��
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i
No 58126
OF�:. :���
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246845
2997437 CJ10 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:45 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-XgEVGBIRMsDVwNd5PGJyBW WSGM uQ7W_FL?gOgsy9QSW
5-0-0
5-0-0
Scale=1:10.9
2
3.00 12
8
ro
v
7
N
1
T1
3
3x4=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [1:0-4-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.12 3-6 >512 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.10 3-6 >572 180
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-MP Weight:15 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 9-10-2 oc bracing.
REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=94(LC 12)
Max Uplift 1=-139(LC 12),2=-139(LC 12),3=-25(LC 12)
Max Grav 1=272(LC 1),2=186(LC 1),3=94(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever 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 `
5) ,,11111111111,
Rewillfer o fit egirder(s)fortween the otru s to truss connections.onstom chord and any other members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ���.��\ •Ci E•N
1=139,2=139. : Q ;•�,� StC`••
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." No 58126
•
'>J • IZ►
S OF 'II/Z
00
S,ON M.� ,``.
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246846
2997437 EJ01 Jack-Partial 7 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:45 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-XgEVGBIRMsDVwNd5PGJyBW WOSMtw7W_FL?gOgsy9QS W
3-10-12 7-0-0
3-10-12 3-1-4
Scale=1:13.9
2
3.00 12
8 9 a
y o
� N
W
1
T1.5x8 STP=
3
4"
3x6= �°
0-10-8 7-0-0
0-16-8 6-1-8
Plate Offsets(X,Y)-- [1:0-3-8,0-0-21
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.13 4 >641 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.12 4 >704 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical
Max Horz 1=132(LC 12)
Max Uplift 1=-238(LC 12),2=-186(LC 12),3=-3(LC 12)
Max Grav 1=462(LC 1),2=234(LC 1),3=106(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES- (7)
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever 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 `,,11�1111111,
5)Rewill fit fer oetween the girder(s)forottom chord and any other truss to truss connections.members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ���.��\ •Ci E•N
1=238,2=186. : Q ;•�,� S ••
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." No 58126
•
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246847
2997437 HJ01 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:46 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-?l ouTXJ37AMMYXCHz_gBjk2b2mA2syAOafPZCJy9QSV
5-4-0 9-6-0
5-4-0 4-2-0
Scale=1:18.0
3
2.20 12 c2
2x4
2
10 w
O
3x4= c6 N
1
3x4= p° 12 5 13 4
2x4 II
1-2-0 1-7-7 9-6-0
1-2-0 6-5-8 7-10-9
Plate Offsets(X,Y)-- [1:0-9-0,0-0-31,[1:0-3-0,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.45 4-5 >252 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.55 4-5 >207 180
BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.06 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:30 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-6-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-10-15,3=Mechanical,4=Mechanical
Max Horz 1=152(LC 4)
Max Uplift 1=41O(LC 4),3=-227(LC 4),4=-81(LC 4)
Max Grant 1=649(LC 1),3=286(LC 1),4=171(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=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 `,,11 111 11 111 1111,
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ,�� �Q �' 0'RF
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) %��.<�\ •Ci E•N
1=410,3=227. �% Q ..
SF••.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)37 lb down and 62 lb up at
4-1-2,38 lb down and 62 lb up at 4-1-3,and 84 lb down and 138 lb up at 6-9-13,and 85 lb down and 138 lb up at 6-10-0 on top No 58126
chord,and 13 lb down and 14 lb up at 4-1-2,13 lb down and 14 lb up at 4-1-3,and 25 lb down at 6-9-13,and 26 lb down at 6-10-0
on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any O F
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O J
1 ODead AD A+Roof( ) StandardLive R
(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,����lSs<O \'O•��\�,`
Uniform (3I� pelf, ION A'-
Vert 1 90,4-6=-20
Concentrated Loads(lb) Philip J.O'Regan PE No.58126
Vert:11=-51(F=-25,B=-26)13=-17(F=-8,B=-8) MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246848
2997437 HJ02 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:47 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-TDMGhtKiuU UD9hmTXhMQGxbmFAc4bNpXpJ96kly9QSU
7-0-0 9-10-1
7-0-0 2-10-1
Scale=1:18.6
3
2.12 12 m
3x4= IA
2 0
11 w
N p
3x6— c6 a
1
4'
12 6 5
o° 2x4 11
3x4=4
1-7-12 7-0-0 9-10-1
1-2-2 6-5-10 5-4-4 2-10-1
Plate Offsets(X,Y)-- [1:0-7-5,0-0-31
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.04 6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.06 6-10 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-11-5,3=Mechanical,5=Mechanical
Max Horz 1=154(LC 20)
Max Uplift 1=-463(LC 4),3=-69(LC 20),5=-297(LC 4)
Max Grant 1=710(LC 1),3=81(LC 1),5=456(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-949/545
BOT CHORD 1-6=-617/882,5-6=-617/882
WEBS 2-5=-974/681
NOTES- (9)
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. ,�NF �i�
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 ���.�\\ •Ci ...EN * �9 �i�
will fit between the bottom chord and any other members. �� Q ;��,\ S�••,7/ 0�
5)Refer to girder(s)for truss to truss connections. i
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) No 58126
1=463,5=297. * ••
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 lb down and 92 lb up at
4-2-15,38 lb down and 62 lb up at 4-2-15,and 107 lb down and 161 lb up at 7-0-14,and 85 lb down and 138 lb up at 7-0-14 on top -9 ;
chord,and 27 lb down and 30 lb up at 4-2-15,13 lb down and 14 lb up at 4-2-15,and 57 lb down and 41 lb up at 7-0-14,and 25 lb O F .• �/
down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. O
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i�T P,••
9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any �j ,• O R \ .•• \ ��
LOAD particular building
is a responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �p N A�
CASE(S) 0
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Philip J.O'Regan PE No.58126
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-3=-90,4-7=-20 6904 Parke East Blvd.Tampa FL 33610
Concentrated Loads(lb) Date:
Vert:6=-64(F=-57,B=-7)2=-80(F=-59,B=-21)12=-27(F) December 14,2021
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
T26246849
2997437 T01 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:49 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQB1B-QcTO6YLyQ5kxP?wse6OuLMgCSzHd37?gGdeDpdy9QSS
7-0-4 12-3-5 17-6-6 24-6-6
7-0-4 5-3-1 5-3-1 7-0-0
Scale=1:42.5
3.00 12 6x8=
6x8= 7x10=
2 17 18 19 20 3 21 22 4
5x8
a
5r—S N
V
T1. = jd,
0 0
1 @11 10 23 9 24 8 25 7 26 6 ST1.5x8 STP=
5x12 5x6= 8x14 MT20HS WB = 2x4 11 8x14 MT20HS WB = 5x6= 5x8 ZZ
10-8 7-0-4 12-3-5 17-6-6 24-6-6
10-8 6-1-12 5-3-1 5-3-1 7-0-0
Plate Offsets(X,Y)-- [2:0-4-0,0-3-12],[4:0-6-0,0-4-8],[5:0-7-13,Edge],[5:1-4-4,0-3-111,[6:0-3-0,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.53 8 >538 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.70 6-8 >403 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.14 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:137 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-0-15 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-10
OTHERS 2x4 SP No.3
REACTIONS. (size) 5=0-8-0,1=0-8-0
Max Horz 1=-49(LC 22)
Max Uplift 5=-1406(LC 8),1=-1422(LC 8)
Max Grav 5=2286(LC 1),1=2327(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-7382/4601,2-3=-7184/4534,3-4=-8089/5101,4-5=-8243/5141
BOT CHORD 1-10=-4366/7099,8-10=-5823/9460,6-8=-5834/9425,5-6=-4912/7979
WEBS 2-10=-457/950,3-10=-2523/1532,3-8=0/394,3-6=-1644/1014,4-6=-690/1237
NOTES- (11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=25ft;eave=4ft;Cat. `� t
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60I,�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� \Q RF 0"
to the use of this truss component. ••G•E•N
4)Provide adequate drainage to prevent water ponding. ` Q ,•'� S�'•,
5)All plates are MT20 plates unless otherwise indicated. i
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126
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
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
5=1406,1=1422. S F
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)376 lb down and 472 lb up at O
7-0-4,144 lb down and 211 lb up at 9-1-0,144 lb down and 211 lb up at 11-1-0,144 lb down and 211 lb up at 12-1-0,144 lb down 0 % Q ��
and 211 lb up at 13-5-10,and 144 lb down and 211 lb up at 15-5-10,and 185 lb down and 294 lb up at 17-6-6 on top chord,and �0j,��• t7 F1 \�.••G�,��
191 lb down and 128 lb up at
b down and
9 lb
at 12-bot -0 o6 lb down
The design/selection u t3 5-10,of such and
66 lb
down
and i9 lb up at -5-1it0,and ot
hers.
5 lb down and 1345 b p at 117-5-o ���i
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Philip J.O'Regan PE No.58126
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:
LOAD CASE(S) Standard
December 14,2021
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
T26246849
2997437 T01 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:49 2021 Page 2
ID:9tHKfnzfGdQehFaCFKTmY_zQBIB-QcT06YLyQ5kxP?wse6OuLMgCSzHd37?gGdeDpdy9QSS
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:2-15=-90,2-4=-90,4-5=-90,1-5=-20
Concentrated Loads(lb)
Vert:2=-307(F)4=-144(F)10=-191(F)8=-47(F)6=-475(F)17=-144(F)19=-144(F)20=-144(F)21=-144(F)22=-144(F)23=-47(F)24=-47(F)25=-47(F)26=-47(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
T26246850
2997437 T02 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:50 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-uol OJuMaBPsoO8V2Cpv7uaDHvNaHohp_VH NnL4y9QSR
5-0-11 9-0-5 15-8-2 19-7-10 24-8-2
5-0-11 3-11-10 6-7-14 3-11-8 5-0-8
Scale=1:42.8
5x8— 5x8=
3.00 12
4 21 22 5
2x4= 2x4
3x6 3 6
ST1.5x8 STP= 202 23
N
�1 7
rl TP Ici
6 0
@ ' 10 9 8 : e
3x4= 6x8 11 5x8= 4x6— 4x6= 4x6=
10-8 9-0-5 15-8-2 24-8-2
10-8 8-1-13 6-7-14 9-0-0
Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-2-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.31 8 >948 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 8-19 >600 180
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins.
4-5:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-2-15 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
7-9:2x4 SP No.1
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,7=0-8-0
Max Horz 1=58(LC 11)
Max Uplift 1=-797(LC 12),7=-719(LC 12)
Max Grav 1=1427(LC 1),7=1288(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-3191/2801,3-4=-3135/2679,4-5=-3042/2676,5-6=-3376/2853,6-7=-4118/3545
BOT CHORD 1-10=-2597/3038,8-10=-2596/3236,7-8=-3370/3976
WEBS 3-10=-90/297,4-10=-40/292,5-10=-446/213,5-8=-186/412,6-8=-780/806
NOTES- )
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=25ft;eave=4ft;Cat. `,� \��Q •••A�`� .,�
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-8,Exterior(2R)9-0-8 to
13-3-7,Interior(1)13-3-7 to 15-7-15,Exterior(2R)15-7-15 to 19-11-8,Interior(1)19-11-8 to 24-8-2 zone;cantilever left and right �� Q ;•�,� S4C'
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 No 58126
•
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 F
will fit between the bottom chord and any other members. O
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=797,7=719.
8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any �,I ls�• •�\ ���
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246851
2997437 T03 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:51 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-M_bn WENCxi_fel4FmXQMQnI RYntEX417jx7KtWygQSQ
6-0-11 11-0-6 13-9-14 18-9-6 24-9-14
6-0-11 4-11-11 2-9-9 4-11-8 6-0-8
Scale=1:43.0
4x12 = 4x6=
3.00 12 4
5
3x4 3x4
ST1.5x8 STP=3x4
3 23 24 6
6x8 222 !!!f��,7
0
M
�f 1
i TP Ih
0 0
12 11 10 9 8
3x4= 2x4 11 4x6— 5x8= 2x4 11 3x6=
4x6—
10-8 6-0-11 11-0-6 13-9-14 18-9-6 24-9-14
10-8 5-2-3 4-11-11 2-9-9 4-11-8 6-0-8
Plate Offsets(X,Y)-- [1:0-0-8,0-3-61,[7:0-2-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.32 8-9 >938 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.47 8-9 >629 180
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.12 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:110 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*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
7-10:2x4 SP No.1
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,7=0-8-0
Max Horz 1=70(LC 11)
Max Uplift 1=-802(LC 12),7=-724(LC 12)
Max Grav 1=1435(LC 1),7=1296(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3312/2781,3-4=-2833/2429,4-5=-2761/2419,5-6=-2873/2421,6-7=-4083/3283
BOT CHORD 1-12=-2596/3166,11-12=-2596/3166,9-11=-2168/2724,8-9=-3106/3929,7-8=-3106/3929
WEBS 3-11=-572/454,4-11=-1 50/277,4-9=-169/252,5-9=-267/375,6-9=-1266/1079
NOTES- (8)
1)Unbalanced roof live loads have been considered for this design. 1111 1111/
CE
2)11;Edxp DS Encl.,1GCpi I0 18;MWFRS(di ect onal)and C1C Extperior(2E)0-0-0 to3 0-0,Intenor(1)3 0-0Bto 11-0 6,2Exteno(2E)11-0-6 ��� �p 0'RF�'�.,
to 13-9-14,Exterior(2R)13-9-14 to 18-0-13,Interior(1)18-0-13 to 24-9-14 zone;cantilever left and right exposed;C-C for members ��� .�\�;••G•EN
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••� S�••,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
4)Provide adequate drainage to prevent water ponding. * •;tt
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. S F
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) O
1=802,7=724. 0 %T P,••
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." ;S1p ,;,,,�`,,
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246852
2997437 T04 Roof Special 1
2 Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:52 2021 Page 1
ID:Dlnxm48nQJaYmCbRU M7iK3z8Oi?-gA99kaNgiO6W GSfRJExbz?laaBDeGX2HybstQyy9QSP
7-2-2 13-3-4 19-4-3 26-6-2
7-2-2 6-1-2 6-0-15 7-1-15
Scale=1:45.3
3.00 12 5x8=
3
5x6 16 17 5x6 Zz
2 4
4x12 15 18
4x12=
1 5
a _ v
P Ic,
8 7 6
6x8= 6x12 MT20HS= 7x10= ST1.5x8 STP=
10-7 9-2-6 17-3-12 26-6-2
10- 8-3-15 8-1-6 9-2-6
Plate Offsets(X,Y)-- [1:0-7-14,0-1-131,[2:0-3-0,0-3-01,[4:0-3-0,0-3-01,[6:0-5-0,0-4-81,[8:0-4-0,0-3-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.14 6-8 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.84 6-10 >378 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.13 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:250 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except*
3-8,3-6:2x4 SP No.2
REACTIONS. (size) 5=0-8-0,1=0-8-0
Max Horz 1=82(LC 11)
Max Uplift 5=-776(LC 12),1=-853(LC 12)
Max Grav 5=5176(LC 1),1=5693(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-13611/2982,2-3=-13236/2647,3-4=-14956/2988,4-5=-15528/3372
BOT CHORD 1-8=-2790/13124,6-8=-1969/9720,5-6=-3171/15061
WEBS 2-8=-611/636,3-8=-454/3942,3-6=-880/6059,4-6=-845/724
NOTES- (11)
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc. `�� \Q �' RF
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 ,�� .��\;••G•E•IV
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q ,••� S�'•,
3)Unbalanced roof live loads have been considered for this design. i
4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=27ft;eave=4ft;Cat. No 58126
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-3-4,Exterior(2R)13-3-4
to 16-3-4,Interior(1)16-3-4 to 26-6-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. OF O 1
6)All plates are MT20 plates unless otherwise indicated. i T'• Q` ��
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��j R �,•'` ��
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 ��j s14�•"••"•�\ �,
t between
d any
9 Prlovide mechanical cal connection e bottom d bnothers other
of truss bearing late capable of withstanding 100 lb uplift at'oint s except t-Ib
( Y ) 9p p 9 p J O pG- )
5=776,1=853. Philip J.O'Regan PE No.58126
10)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of MITek USA,Inc.FL Cert 6634
this truss. 6904 Parke East Blvd.Tampa FL 33610
11)"This manufactured product is designed as an individual building component. The suitability and use of this component for any Date:
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 14,2021
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
T26246852
2997437 T04 Roof Special 1
2 Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:52 2021 Page 2
I D:Dlnxm48nQJaYmCbRU M7iK3z80i?-gA99kaNgi06W GSfRJExbz?laaBDeGX2HybstQyy9QSP
LOAD CASE(S) Standard Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-90,3-5=-90,1-5=-320(F=-300)
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
T26246853
2997437 T05 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:53 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-INjXxwOSTKENtcEdtyTq WCrnEbaR?2fQBFcRyPy9QSO
6-9-8 12-6-0 18-2-5 24-11-10
6-9-8 5-8-8 5-8-5 6-9-5
Scale=1:42.5
5x6=
3.00 12 4
20 21
2x4�� 2x4<�,
3 5
3x4
ST1.5x8 STP=
6x8 192 22
1 6
TP 17
9 8 7
3x4= 3x4= 4x6= 3x4= 3x6=
10-8 8-8-4 16-3-7 24-11-10
10-8 7-9-12 7-7-3 8-8-3
Plate Offsets(X,Y)-- [1:0-0-0,0-3-61,[6:0-2-4,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.32 7-9 >940 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.50 7-9 >600 180
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:101 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=79(LC 11)
Max Uplift 1=-806(LC 12),6=-728(LC 12)
Max Grav 1=1443(LC 1),6=1304(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3386/2685,3-4=-3070/2404,4-5=-3451/2684,5-6=-3994/3117
BOT CHORD 1-9=-2489/3236,7-9=-1825/2480,6-7=-2939/3843
WEBS 3-9=-478/491,4-9=-370/661,4-7=-717/1063,5-7=-752/746
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design. ,,1 1 111 1 111 1 1
2)IIvIEtlp DS Encl.,CE 1GCpi I0 18;MWFRS(directional)and C1C Experior(2E)0-0 0 t 3 ODO,Intenor(1)3-0-0 Bo 12ft6 0,2Extenor(2R)12-6t0 ,�� �Q . . 0'RF�'�.,
to 15-6-0,Interior(1)15-6-0 to 24-11-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions ,��.��� •Ci E•N �9 �10
shown;Lumber DOL=1.60 plate grip DOL=1.60 •�,� S�••,
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. No 58126
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 100 lb uplift at joint(s)except Qt=lb) O F
1=806,6=728. i O IIJ
4t
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i T P,••
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246854
2997437 T06 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:54 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQB1B-mZHv9GP5EdMEVmpgRf 32QNyi_wXkVsZQvL_Ury9QSN
6-9-15 12-6-14 18-3-10 25-1-6
6-9-15 5-8-15 5-8-12 6-9-12
Scale=1:42.8
5x6=
3.00 12 4
20 21
2x4 2x4
3 5
3x4
ST1.5x8 STP=
6x8 192 22
1 6
�vI _ -It
ri TP 17
d e 9 8 7 0
3x4= 3x4= 4x6= 3x4= 3x6=
10-8 8-8-13 16-4-10 25-1-6
10-8 7-10-5 7-7-13 8-8-13
Plate Offsets(X,Y)-- [1:0-0-0,0-3-61,[6:0-2-4,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.32 7-9 >932 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.51 7-9 >595 180
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:101 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=80(LC 11)
Max Uplift 1=-810(LC 12),6=-733(LC 12)
Max Grav 1=1451(LC 1),6=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3412/2704,3-4=-3093/2421,4-5=-3474/2701,5-6=-4021/3137
BOT CHORD 1-9=-2507/3261,7-9=-1836/2496,6-7=-2958/3869
WEBS 3-9=-483/495,4-9=-374/667,4-7=-722/1070,5-7=-757/751
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=25ft;eave=4ft;Cat. `,��� J O,
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-14,Exterior(2R) `,� \��Q••••••• i
12-6-14 to 15-6-14,Interior(1)15-6-14 to 25-1-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for G E N '
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 StC` •
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. No 58126
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 100 lb uplift at joint(s)except Qt=lb) S
1=810,6=733. O ,•
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i�T P ��
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �j O R \0.•'
N AL E?�`
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246855
2997437 T07 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:54 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQBIB-mZHv9GP5EdMEVmpgRf 32QNxP_wokVpZQvL_Ury9QSN
6-10-6 12-7-12 18-4-15 25-3-2
6-10-6 5-9-6 5-9-3 6-10-3
Scale=1:43.0
5x6=
3.00 12 4
20 21
2x4 2x4
3x4% 3 5
ST1.5x8 STP= 19
6x8 2 22
1 6
r� TP jm
b 9 8 7 0
3x4= 3x4= 4x6= 3x4= 3x6=
E,201
0 8-9-6 16-5-12 25-3-2
10-8 7-10-15 7-8-6 8-9-6
Plate Offsets(X,Y)-- [1:0-0-0,0-3-61,[6:0-2-4,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.33 7-9 >924 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.51 7-9 >589 180
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:102 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=80(LC 11)
Max Uplift 1=-815(LC 12),6=-737(LC 12)
Max Grav 1=1459(LC 1),6=1320(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3438/2723,3-4=-3115/2437,4-5=-3497/2718,5-6=-4047/3157
BOT CHORD 1-9=-2526/3287,7-9=-1848/2513,6-7=-2977/3894
WEBS 3-9=-488/500,4-9=-378/674,4-7=-726/1077,5-7=-762/755
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
CE
2)11;Edxp DS Encl.,1GCpi I0 18;MWFRS(directional)and C1C Extperior(2E)0-0 0 t 3 0-0,Intenor(1)3-0-0 Bto 12-7 12,Exteavoe(1R)Cat. `,,,�\P J 0,��,,��'
12-7-12 to 15-7-12,Interior(1)15-7-12 to 25-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ••G•E•N
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,•• S�'•,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
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 100 lb uplift at joint(s)except Qt=lb) 411
1=815,6=737. O
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." OR \0.•'
s,O nN AL E?�`
1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246856
2997437 T08 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:55 2021 Page 1
I D:9tH KfnzfGdQeh FaC F KTmY_zQBI B-E I rH McQj?xU47wOO?N V I bdw6sOFTTy 1 jeZ5XO Hy9QS M
6-10-13 12-8-10 18-6-4 25-4-14
6-10-13 5-9-13 5-9-10 6-10-10
Scale=1:43.3
5x6=
3.00 12 4
20 21
2x4 2x4 i
3x4% 3 5
ST1.5x8 STP= 19
6x8 2 22
1 6
TP (M
d * *e 9 8 7 0
3x4= 3x4= 4x6= 3x4= 3x6=
10-8 8-10-0 16-6-15 25-4-14
10-8 7-11-8 7-8-15 8-9-15
Plate Offsets(X,Y)-- [1:0-0-4,0-3-21,[6:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.33 7-9 >917 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.52 7-9 >584 180
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=80(LC 11)
Max Uplift 1=-819(LC 12),6=-742(LC 12)
Max Grav 1=1467(LC 1),6=1328(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3464/2742,3-4=-3137/2453,4-5=-3520/2735,5-6=-4074/3176
BOT CHORD 1-9=-2544/3312,7-9=-1859/2529,6-7=-2995/3920
WEBS 3-9=-493/505,4-9=-382/680,4-7=-731/1084,5-7=-767/760
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=25ft;eave=4ft;Cat. ` �
11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-8-10,Exterior(2R) ,��
`,� \��Q •••A�`� .,�
12-8-10 to 15-8-10,Interior(1)15-8-10 to 25-4-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,% .� 0E 11,9
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ', Q ;.�1\ 4C'
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. N O 58126
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 100 lb uplift at joint(s)except Qt=lb) S F •�
1=819,6=742. O
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i0 %
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." #j,� R ,�
•,�S'`S��N A�E�J,`��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246857
2997437 T09 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:56 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-jyPgayRLmFcxk3yCY4OX7rTHJobaCPEstDg5Zjy9QSL
6-11-5 12-9-9 18-7-9 25-6-10
6-11-5 5-10-4 5-10-1 6-11-1
Scale=1:43.6
5x6=
3.00 12 4
20 21
2x4 2x4
3x4 3 5
ST1.5x8 STP= 192 22
1 6
TP jM
777
d 9 8 7 0
7x10= 3x4= 4x6= 3x4= 3x6=
3x4
10-8 8-10-9 16-8-2 25-6-10
10-8 8-0-1 7-9-9 8-10-9
Plate Offsets(X,Y)-- [1:0-0-7,Edgej,[6:0-2-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.34 7-9 >910 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.53 7-9 >579 180
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=80(LC 11)
Max Uplift 1=-824(LC 12),6=-746(LC 12)
Max Grav 1=1475(LC 1),6=1336(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3490/2761,3-4=-3160/2470,4-5=-3543/2752,5-6=-4101/3196
BOT CHORD 1-9=-2562/3337,7-9=-1871/2545,6-7=-3014/3946
WEBS 3-9=-498/509,4-9=-386/687,4-7=-735/1091,5-7=-772/765
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)11;E En I,GCpi Wind:
DS CE 1 I=170mph(3-second gust) 1 0 1 (directional)
8;MWFRS(dct onal)and CC Extperior(2E)0-0-0 to3 0-0,Intenor(1)3-0-0 Bto 12-9 9,2Exteno(2R)12-9-9 ,� \Q O'RF�'�f
to 15-9-9,Interior(1)15-9-9 to 25-6-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions ,�� .��\;••G•E•N
shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••�,� SF••,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
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 100 lb uplift at joint(s)except Qt=lb)1=824,6=746. O S F 1
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any 0
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
,4 N AL E?�`
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246858
2997437 T10 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:57 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-B8y2nl RzXYkoMDX06nXmg2?SlCwfwsQO6tae5Ay9QSK
6-11-12 12-10-7 18-8-15 25-8-7
6-11-12 5-10-11 5-10-8 6-11-8
Scale=1:43.8
5x6=
3.00 12 4
20 21
2x4 2x4
3x4 3 5
ST1.5x8 STP= 192 22
1 6
I TP Ids
d 9 8 7 0
7x10= 3x4= 4x6= 3x4= 3x6=
3x4=
-10-8 8-11-3 16-9-5 25-8-7
10-8 8-0-11 7-10-2 8-11-2
Plate Offsets(X,Y)-- [1:0-0-7,Edge],[6:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.34 7-9 >902 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.54 7-9 >574 180
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=81(LC 11)
Max Uplift 1=-828(LC 12),6=-751(LC 12)
Max Grav 1=1483(LC 1),6=1344(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3516/2781,3-4=-3182/2486,4-5=-3566/2768,5-6=-4128/3216
BOT CHORD 1-9=-2581/3362,7-9=-1882/2562,6-7=-3033/3972
WEBS 3-9=-503/514,4-9=-390/693,4-7=-739/1098,5-7=-777/769
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design. `� t
CE
2)11;Edxp DS Encl.,1GCpi I 0 18;MWFRS(directional)and C1C Extperior(2E)0-0 0 t 3 0-0,Intenor(1)3-0-0 Bto 12-10-7,Exteavoe(1R)Cat.
12-10-7 to 15-10-7,Interior(1)15-10-7 to 25-8-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,�� .���;••G•E•IV
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••\,� S'I"
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
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 100 lb uplift at joint(s)except Qt=lb)1=828,6=751. OF O 1
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i�T'• Q` ��
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O R \�,•' ��
ss1
4 N AL E?�`
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246859
2997437 T11 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:58 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQB1B-fKWQ_dSblssf N6bgV2?DGYcAcGlfJe9LXJCdcy9QSJ
7-0-3 12-11-5 18-10-4 25-10-3
7-0-3 5-11-2 5-10-15 6-11-15
Scale=1:44.1
5x6=
3.00 12 4
20 21
2x4 2x4
3x6 3 5
ST1.5x8 STP= 192 22
1 6
rn TP jM
d 9 8 7 0
7x10= 3x4= 4x6= 3x4= 3x6=
3x4=
10- 8-11-12 16-10-7 25-10-3
10-8 8-1-4 7-10-11 8-11-11
Plate Offsets(X,Y)-- [1:0-0-7,Edge],[6:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.35 7-9 >895 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.54 7-9 >569 180
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=81(LC 11)
Max Uplift 1=-833(LC 12),6=-755(LC 12)
Max Grav 1=1491(LC 1),6=1352(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3542/2800,3-4=-3204/2503,4-5=-3589/2785,5-6=-4154/3235
BOT CHORD 1-9=-2599/3387,7-9=-1893/2578,6-7=-3051/3997
WEBS 3-9=-508/519,4-9=-394/699,4-7=-744/1105,5-7=-782/774
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
12-1 1--5 t Encl.,
5I11 5,Inter Interior(l)
5FRS5directional)and to 25-10-3 zone;cantilever left and Oright exposed tC ICrfor members and forces&IMWRFRS for ��Q���P G•E•O R�����,
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 S• ••
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
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 100 lb uplift at joint(s)except Qt=lb) I-F 1=833,6=755. O
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any i�T• ,A, Q`
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Fj �,••
4 N AL
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246860
2997437 T12 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:16:59 2021 Page 1
I D:9tHKfnzfGdQehFaCFKTmY_zQBIB-7X4oCzTD39_WcXhnECZEIT5nb?crOmrJZB3192y9QSl
7-0-10 13-0-3 18-11-9 25-11-15
7-0-10 5-11-9 5-11-6 7-0-6
Scale=1:44.3
5x6=
3.00 12 4
20 21
2x4 2x4
3x6 3 5
ST1.5x8 STP= 192 22
1 6
TP 17
9 8 7
7x10= 3x4= 4x6= 3x4= 3x6=
3x4=
10-8 9-0-5 16-11-10 25-11-15
10-8 8-1-13 7-11-5 9-0-5
Plate Offsets(X,Y)-- [1:0-0-7,Edge],[6:0-2-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.35 7-9 >888 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.55 7-9 >565 180
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:105 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
1-8:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=81(LC 11)
Max Uplift 1=-837(LC 12),6=-760(LC 12)
Max Grav 1=1499(LC 1),6=1360(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3568/2819,3-4=-3227/2519,4-5=-3612/2802,5-6=-4181/3255
BOT CHORD 1-9=-2617/3412,7-9=-1905/2594,6-7=-3070/4023
WEBS 3-9=-513/523,4-9=-398/706,4-7=-748/1112,5-7=-787/779
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
CE
2)11;Edxp DS Encl.,1GCpi I0 18;MWFRS(di ect onal)and C1C Extperior(2E)0-0-0 to3 0-0,Intenor(1)3 0-0Bto 13-0 3,2Exteno(2R)13-0-3
to 16-0-3,Interior(1)16-0-3 to 25-11-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions .��\;••.....
shown;Lumber DOL=1.60 plate grip DOL=1.60 Q ,••�,� S�••,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i
to the use of this truss component. No 58126
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. -10
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) •;• O F •,
1=837,6=760. i0
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any T••
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O R �.•• ��
ss,4 N AL E?�`
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246861
2997437 T13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:17:00 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQBIB-bjeAPJUrgT6NDhGznw5Tl hd4WPzV7D3Sorol iVy9QSH
7-1-1 13-1-1 19-0-14 26-1-11
7-1-1 6-0-0 5-11-13 7-0-13
Scale=1:44.6
5x6=
3.00 12 4
20 21
2x4 2x4
ST1.5x8 STP= 3 5
3x4
6x8 192 22
1 6
TP 17
d 9 8 7 0
3x4= 3x4= 4x6= 3x4= 3x6=
-10-8 9-0-15 17-0-13 26-1-11
10-5 8-2-7 7-11-14 9-0-14
Plate Offsets(X,Y)-- [1:0-0-4,0-3-61,[6:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.32 7-9 >983 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.51 7-9 >619 180
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:105 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=81(LC 11)
Max Uplift 1=-842(LC 12),6=-764(LC 12)
Max Grav 1=1507(LC 1),6=1368(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-3594/2837,3-4=-3249/2535,4-5=-3633/2818,5-6=-4209/3275
BOT CHORD 1-9=-2634/3436,7-9=-1916/2611,6-7=-3090/4050
WEBS 3-9=-516/527,4-9=-401/712,4-7=-752/1117,5-7=-797/786
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
xp
onal)and C-C
to E6--1--11,Interior(l)G 16-1-11 to 6FRS1 zone;cantilever heft and right2ex)po exposed tC C for members and forces&1MWFRSrfor(reactions 1 ,%%�, ,
shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`��\ •Ci E•N �9 -i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : Q ;•�,� S�••,7 0�
to the use of this truss component. i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z. No 58126
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 100 lb uplift at joint(s)except Qt=lb)
1=842,6=764. O F
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any O t
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." iT O P,•\�`�
��FS••.O R�,• C?,��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246862
2997437 T14 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:17:01 2021 Page 1
ID:9tHKfnzfGdQehFaCFKTmY_zQBIB-3vCYdfUUbnEErrrALdciquAF7pJdsgGbl VYsExy9QSG
7-1-8 13-1-15 19-2-3 26-3-7
7-1-8 6-0-7 6-0-4 7-1-4
Scale=1:44.9
5x6=
3.00 12 4
20 21
2x4 Q 2x4 i
ST1.5x8 STP— 3 5
3x6
6x8% 192 22
cY TP 1A
d 9 8 7 6
3x4= 3x4= 4x6= 3x4= 3x6=
1120
0- 9-1-8 17-1-15 26-3-7
10-8 8-3-0 8-0-7 9-1-7
Plate Offsets(X,Y)-- [1:0-0-4,0-3-61,[6:0-1-12,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.32 7-9 >976 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.51 7-9 >614 180
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=82(LC 11)
Max Uplift 1=-846(LC 12),6=-769(LC 12)
Max Grav 1=1515(LC 1),6=1376(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3620/2856,3-4=-3272/2551,4-5=-3656/2835,5-6=-4235/3295
BOT CHORD 1-9=-2652/3461,7-9=-1927/2627,6-7=-3108/4076
WEBS 3-9=-521/531,4-9=-405/719,4-7=-756/1124,5-7=-802/790
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
13Exp Dt Encl.,1-15,pntero$(M 6FRS5tlo 26-3-71zone;cantiEeverl�eft2and righttexposedl C C for members and forces&erMWFRS for 0'AF'�.,
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`��\ •Ci E•N
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : Q ;•�,\ StC`••��i ��
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. Z. No 581 26
•
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 100 lb uplift at joint(s)except Qt=lb)
1=846,6=769. F
7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any O
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i�,T •�� O P;`�`��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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
T26246863
2997437 T15 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Dec 13 09:17:01 2021 Page 1
I D:9tH KfnzfGdQehFaCFKTmY_zQB1B-3vCYdfU UbnEErrrALdciquAF?pJWsgBbl VYsExy9QSG
7-1-15 13-2-13 19-3-8 26-5-3
7-1-15 6-0-14 6-0-11 7-1-11
Scale=1:45.1
5x6=
3.00 12 4
20 21
2x4 Q 2x4
3x6% 3 5
ST1.5x8 STP= 192 22
1 6
rM TP 1A
d 9 8 7 6
7x10= 3x4= 4x6= 3x4= 3x6=
3x4=
10- 9-3-1 17-3-10 26-5-3
10-8 8-4-9 8-0-9 9-1-9
Plate Offsets(X,Y)-- [1:0-0-7,Edge],[6:0-1-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.33 7-9 >968 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.52 7-18 >610 180
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (size) 1=0-8-0,6=0-8-0
Max Horz 1=82(LC 11)
Max Uplift 1=-851(LC 12),6=-773(LC 12)
Max Grav 1=1523(LC 1),6=1384(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3645/2877,3-4=-3282/2557,4-5=-3689/2861,5-6=-4263/3314
BOT CHORD 1-9=-2672/3486,7-9=-1939/2644,6-7=-3126/4102
WEBS 3-9=-534/543,4-9=-399/714,4-7=-769/1139,5-7=-801/789
NOTES- (7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat. `� t
D13 2-113t E 6I2-13,Inter or()6-2-13dto 26-5-31zone;cantilever left 2and right texposedl C C for members and forces&rMWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��` �`�\;••G•E•N �9 ��i
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` Q ,••�,� S�••,7i 0�
to the use of this truss component. i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126
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 100 lb uplift at joint(s)except Qt=lb)
1=851,6=773.7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any OF O 1
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i00,T
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 14,2021
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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