HomeMy WebLinkAboutAPPROVED Truss Cutsheets - Carlton 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: M11323 - THE CARLTON MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Wynne Project Name: The Carlton Model: The Carlton Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 13 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
1 T23153185 A 3/10/21
2 T23153186 A5 3/10/21
3 T23153187 A6 3/10/21
4 T23153188 A7 3/10/21
5 T23153189 A8 3/10/21
6 T23153190 A9 3/10/21
7 T23153191 GRA 3/10/21
8 T23153192 GRB 3/10/21
9 T23153193 J2 3/10/21
10 T23153194 J4 3/10/21
11 T23153195 J6 3/10/21
12 T23153196 J8 3/10/21
13 T23153197 KJ8 3/10/21
This item has been electronically signed and sealed by Finn,Walter, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s)referenced above have been prepared by ��% �.�ER P.
MiTek USA,Inc.under my direct supervision based on the parameters �����P•�G E N g'•�ti��i�
provided by Chambers Truss. �' F••'•
Truss Design Engineer's Name: Finn, Walter * No 22839 •::
My license renewal date for the state of Florida is February 28,2023. = >fr
�-0: :
IMPORTANT NOTE:The seal on these truss component designs is a certification 13 STATE OF ::44/:
that the engineer named is licensed in the jurisdiction(s)identified and that the T'••A, Q
designs comply with ANSI/TPI 1. These designs are based upon parameters ,��• OR X N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j� s�• •""•�� ,��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or �N A;
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the Walter P.Finn PE No.22839
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
March 10,2021
Finn,Walter 1 of 1
Job Truss Truss Type Qty Ply THE CARLTON
T23153185
M11323 A COMMON 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:10 2021 Page 1
I D:a3B4PavKnnZweXyJckSFBgyuFU N-rJ I L6sbP?KOWfsiYTTwRzf58KRf9TH U FPzrW2CzcNCI
r1-0-Q 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 35-0-Q
1-0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0
Scale=1:57.8
4.00 12 5x6=
6 29
28
27 30
4x6 5 7 4x6
4 8
3 9
26
31
.1 2 10 11
IM
17 16 15 32 33 14 13 12
5x6 WB= 3x8= 3x8= 5x6 WB= 3x6=
3x6=
6-7-13 12-4-13 21-7-3 27-4-3 34-0-0
6-7-13 5-9-0 9-2-7 5-9-0 6-7-13
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-2,Edge],[4:0-3-0,Edge],[8:0-3-0,Edge],[10:0-0-2,Edge],[11:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.40 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.72 14-15 >570 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.13 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:168 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-832(LC 10),10=-832(LC 10)
Max Grav 2=1498(LC 15),10=1498(LC 16)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3741/2848,3-5=-3062/2396,5-6=-3063/2539,6-7=-3063/2539,7-9=-3062/2396,
9-10=-3742/2848
BOT CHORD 2-17=-2564/3651,15-17=-2564/3651,14-15=-1505/2192,12-14=-2564/3527,
10-12=-2564/3527
WEBS 6-14=-775/1166,7-14=-313/428,9-14=-798/614,6-15=-775/1167,5-15=-313/428,
3-15=-796/614
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2R)
13-7-3 to 20-4-13,Interior(1)20-4-13 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
4)All plates are 3x4 MT20 unless otherwise indicated. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn,Walter, PE
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed COpleS Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=832,10=832. document are not considered
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 51 lb up at signed and sealed and the
15-0-0,and 50 lb down and 51 lb up at 19-0-0 on top chord. The design/selection of such connection device(s)is the responsibility signature must be verified
of others. On any electronic copies.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
Walter P.Finn PE No.22839
LOAD CASE(S) Standard MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
Continued on page 2 March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153185
M11323 A COMMON 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:10 2021 Page 2
I D:a3B4PavKnnZweXyJckSFBgyuFU N-rJ I L6sbP?KOWfsiYTTwRzf58KRf9TH U FPzrW2CzcNCI
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-54,6-11=-54,20-23=-20
Concentrated Loads(lb)
Vert:28=-50(F)29=-50(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 THE CARLTON
T23153186
M11323 A5 SPECIAL 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:11 2021 Page 1
I D:2GIScwwyY5hnGhXVARzU kuyuFUM-JVsjJCc2me8NGOH11 ASg WteD6rxMCnePedb4aezcNCk
1-0- 7-8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0 5-0-
-0- 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0
Scale:3/16"=l'
5x12 MT18HS=
4.00 12
6
3x4 11 3x4
5x8 MT18HS% 24 7
3x6
3x4 4 5 8 3x4
3 9
3x4 11 23 25
14 3x4
rn 1 2 10 11 ,n
5x12 MT18HS= IA
0 0
13 12
5x12= 3x4 11 3x6=
3x12= 2.00 F12
10-64 204-8 264-0 34-0-0
10-6-4 9-10-4 5-11-8 7-8-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-81,[2:0-4-8,Edge1,[4:0-4-0,Edge1,[10:0-0-6,Edge1,[11:0-2-2,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:157 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-0-2 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-14
6-14:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-803(LC 10),10=-803(LC 10)
Max Grav 2=1312(LC 1),10=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5529/4532,3-5=-5164/4234,5-6=-5209/4384,6-7=-2424/2247,7-9=-2462/2145,
9-10=-3195/2640
BOT CHORD 2-14=-4189/5266,13-14=-1559/2115,12-13=-2355/2995,10-12=-2355/2995
WEBS 3-14=-355/372,5-14=-293/422,6-14=-2637/3326,6-13=-347/534,7-13=-237/323,
9-13=-786/691,9-12=0/269
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2R)
13-7-3 to 20-6-4,Interior(1)20-6-4 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
4)All plates are MT20 plates unless otherwise indicated. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn,Walter, PE
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed COpleS Of this
7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. document are not Considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signed and sealed and the
2=803,10=803. signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153187
M11323 A6 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:12 2021 Page 1
I D:2GIScwwyY5hnGhXVARzUkuyu FUM-niQ5WYcgXxGEu9sxatzv34APN EH7xDbYtHKd74zcNCj
1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0-
-0- 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 0-
Scale=1:65.8
4.00 12 7x8 MT18HS=
5x6=
5 6
5x12 MT18HS P4 25
5x10
34 7 8
u�
3x4 11 23 26
1 2 14 3x4
9 10 r
r] 5xl2 MT18HS= 13 Ioi
O 3x4= 12 11
5x6= 3x4 3x6=
4x8= 2.00 F12
10-6-4 15-0-0 6-0- 20-4-8 2111-15 34-0-0
10-6-4 4-5-12 -0- 4-4-8 5-7-7 8-0-1
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-3-10,Edge],[3:0-5-12,0-3-4],[5:0-4-0,0-2-3],[7:0-2-8,0-3-0],[9:0-0-6,Edge],[10:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 >590 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.92 14-19 >443 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.34 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:157 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
3-5,6-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 5-14
WEBS 2x4 SP No.3*Except*
5-14:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=169(LC 9)
Max Uplift 2=-803(LC 10),9=-803(LC 10)
Max Grav 2=1312(LC 1),9=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-5491/4627,4-5=-5095/4295,5-6=-2314/2203,6-8=-2398/2142,8-9=-3199/2712
BOT CHORD 2-14=-4275/5224,13-14=-1788/2361,12-13=-1679/2199,11-12=-2425/3001,
9-11=-2425/3001
WEBS 4-14=-492/636,5-14=-2356/2959,5-13=-405/286,6-13=-276/522,8-12=-893/832,
8-11=0/303
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 12-7-3,Exterior(2R)
12-7-3 to 21-4-13,Interior(1)21-4-13 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Finn,Walter, PE
5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
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. document are not Considered
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the
capacity of bearing surface. signature must be verified
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) on any electronic copies.
2=803,9=803.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153188
M11323 A7 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:13 2021 Page 1
I D:WSJgpGwal Ppeur6hk9UjG5yuFUL-Gu_Tkudl I F05WJR78bU8bljapecogcji5x4AfXzcNCi
1-0- 8-10-10 14-0-0 20-0-0 5-11-1
34-0-0 5-0-
-0- 8-10-10 5-1-6 6-0-0 5-11 15 8-0-1 1-0-0
Scale:3/16"=l'
5x8 MT18HS=
5x6=
4.00 12 4 5
3x4 21 22 3x4
3 6
3x4 20 23
11
1 2 11 3x4
T 8 in r;
5x12 MT18HS
6 6
10 9
5x12= 3x4 11 3x6=
4x8= 2.00 12
10-6-4 14-0-0 164
04-4-8 2%11-15 34-0-0
10-6-4 3-5-12 6 -8 5-7-7 8-0-1
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-3-10,Edge],[4:0-4-0,0-2-3],[7:0-0-2,Edge],[8:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 10-11 >616 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.10 10-11 >369 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:150 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except*
4-11:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=-149(LC 8)
Max Uplift 2=-803(LC 10),7=-803(LC 10)
Max Grav 2=1312(LC 1),7=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5484/4789,3-4=-5116/4483,4-5=-2229/2217,5-6=-2448/2288,6-7=-3169/2792
BOT CHORD 2-11=-4427/5219,10-11=-2389/2874,9-10=-2495/2968,7-9=-2495/2968
WEBS 3-11=-419/548,4-11=-2085/2647,4-10=-812/665,5-10=-273/487,6-10=-785/728,
6-9=0/272
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 10-7-3,Exterior(2R)
10-7-3 to 23-4-13,Interior(1)23-4-13 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. This Item has been
5)All plates are MT20 plates unless otherwise indicated. electronically Signed and
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn,Walter, PE
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed COpleS Of this
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. document are not Considered
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signed and sealed and the
2=803,7=803. signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153189
M11323 A8 SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:14 2021 Page 1
I D:WSJgpGwal Ppeur6hk9UjG5yuFUL-k4YrxEew3ZWy7TOJi I?N8VGkR2y2P73rKbpkBzzcNCh
1-0- 8-8-4 12-0-0 15-8-4 20-4-8 22-0-0 24-8-12 34-0-0 5-0-
-0- 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3 4 1-0-0
Scale:3/16"=l'
5x8 MT18HS= 3x4
5x8 MT18HS=
3x4
4.00 12 3x4 4 23 5 24 6 25 7 3x4
6
3 26
N
M
3x4 II 22 27 3x4
1 2 13 9 0 5x12 MT18HS= 1 IM n
0 0
12 11
5xl2= 3x4= 4x5=
4x8= 2.00 F12
10-6-4 20-4-8 22-0-0 34-0-0
10-6-4 9-10-4 1-7-8 12-0-0 i
Plate Offsets(X,Y)-- [1:0-2-2,0-1-81,[2:0-3-10,Edge1,[4:04-0,0-2-31,[7:0-5-8,0-2-81,[10:0-2-2,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.66 12-13 >617 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.08 12-13 >379 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.33 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:157 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-129(LC 8)
Max Uplift 2=-803(LC 10),9=-803(LC 10)
Max Grav 2=1312(LC 1),9=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5488/4851,3-4=-5117/4521,4-5=-3911/3584,5-6=-2576/2485,6-7=-2586/2497,
7-8=-2663/2471,8-9=-3021/2745
BOT CHORD 2-13=-4487/5224,12-13=-2811/3292,11-12=-2000/2481,9-11=-2435/2827
WEBS 3-13=-396/529,4-13=-1409/1721,5-13=-509/797,5-12=-894/840,6-12=-265/335,
7-12=-387/391,7-11=-487/691,8-11=-535/651
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 8-6-5,Exterior(2R)
8-6-5 to 15-8-4,Interior(1)15-8-4 to 18-7-3,Exterior(2R)18-7-3 to 25-4-13,Interior(1)25-4-13 to 31-7-3,Exterior(2E)31-7-3 to
35-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. This Item has been
5)All plates are MT20 plates unless otherwise indicated. electronically Signed and
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn,Walter, PE
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed COpleS Of this
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. document are not Considered
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signed and sealed and the
2=803,9=803. signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153190
M11323 A9 HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:15 2021 Page 1
I D:_etC 1 cxC3ixVV?hu Is?ypJyuFU K-CH6E9afYpsfpldaWGOWcgjol oSOx8XC?ZFZHjPzcNCg
11-0-q 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 27-4-1 34-0-0 35-0-Q
1-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0
Scale=1:62.2
5x6= 3x4 5x8=
4.00 12 3x4=
4 26 527 28 6 29 7
3x4� 3x4 i
3 8
25 30 n
3x4 24 31 3x4
1 2 9 10
6 0
15 14 13 12 11
__ 6x8=
3x5= 3x8 3x6= 3x6= 3x4= 3x5
10-0-0 204-0 24-0-0 34-0-0
10-0-0 10 4-0 3-5-0 10-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-14,Edge],[7:0-5-4,0-2-8],[9:0-3-14,0-1-8],[10:0-2-2,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-23 >917 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.38 11-23 >432 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:158 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0,13=0-8-0
Max Horz 2=109(LC 9)
Max Uplift 2=-430(LC 10),9=-249(LC 10),13=-928(LC 10)
Max Grav 2=685(LC 19),9=386(LC 20),13=1616(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1275/1155,3-4=-913/804,4-5=-829/797,5-6=-655/807,6-7=-655/807,
7-8=-128/278,8-9=-341/249
BOT CHORD 2-15=-961/1187,13-15=-59/309,11-13=-256/382,9-11=-124/304
WEBS 3-15=-425/556,5-15=-508/665,5-13=-1215/1233,6-13=-264/346,7-11=-288/396,
8-11=-461/580,7-13=-837/797
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 5-2-5,Exterior(2R)
5-2-5 to 14-9-11,Interior(1)14-9-11 to 19-2-5,Exterior(2R)19-2-5 to 28-9-11,Interior(1)28-9-11 to 31-7-3,Exterior(2E)31-7-3 to
35-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. This Item has been
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn,Walter, PE
will fit between the bottom chord and any other members. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) Printed copies Of this
2=430,9=249,13=928. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153191
M11323 GRA HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:16 2021 Page 1
ID:_etC1 cxC3ixVV?huls?ypJyuFUK-gTfcMwfAaAngNn9ipj1 rDwL3msketyy8nulgGszcNCf
T1-0-q 8-0-0 11-1-1 17-0-0 ,18-6-0 22-2-2 26-0-0 34-0-0 35-0-Q
110-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8-0-0 1-0-0
Scale=1:60.6
5x6=
11 14
9
7x10 6 0 17 6x10
4.00 12 4 3x6 19
3 = 13 16 Sx 21
10
,01 2 22 23 N
IM
29 28 27 26 25 24
3x5— 3x6 11 3x6= 6x8— 3x6= 6x8= 4x5=
6x8=
11-1-1 18-6-0 26-0-0 34-0-0
8-0-0 3-1-1 7-4-15 7-6-0 8-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-2-2,Edge],[3:0-3-8,Edge],[21:0-3-8,Edge],[23:0-2-2,0-1-8],[24:0-3-8,0-3-0],[27:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-37 >914 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-34 >552 240
BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:197 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins.
BOT CHORD 2x4 SP M 30 Except:
WEBS 2x4 SP No.3 1 Row at midpt 8-21
OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s):7,8,19,17,14
REACTIONS. All bearings 0-8-0.
(Ib)- Max Horz 2=-179(LC 6)
Max Uplift All uplift 100 lb or less at joint(s)except 2=-351(LC 8),27=-1168(LC 8),26=-1495(LC 8),
22=-625(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)except 2=487(LC 17),27=2232(LC 13),26=2929(LC 14),
22=984(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-621/387,3-5=-304/838,5-7=-588/1209,7-8=-588/1209,8-12=-588/1209,
12-13=-588/1209,13-15=-588/1209,15-16=-588/1209,16-18=-588/1209,
18-20=-2230/1280,20-21=-2230/1280,21-22=-2271/1263,6-9=-126/305,9-11=-106/363,
11-14=-193/412,14-17=-94/271,19-21=-143/272
BOT CHORD 2-29=-247/677,27-29=-189/540,26-27=-779/446,24-26=-411/653,22-24=-1083/2108
WEBS 3-29=-500/1176,3-27=-1766/911,5-27=-748/622,5-26=-546/351,13-26=-946/617,
18-26=-2412/1474,18-24=-846/1780,21-24=-35/351,4-5=-608/514,19-20=-335/305,
14-15=-556/407,11-12=-254/54
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat. This item has been
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. sealed by Finn,Walter, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)All plates are 3x4 MT20 unless otherwise indicated. Printed COpleS Of this
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members. signed and sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 lb uplift at joint 2,1168 lb uplift at signature must be verified
joint 27,1495 lb uplift at joint 26 and 625 lb uplift at joint 22.
9)Girder carries hip end with 8-0-0 end setback. On any e12CtrOnIC copies.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P.Finn PE No.22839
11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at MiTek USA,Inc.FL Cart 6634
26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the 6904 Parke East Blvd.Tampa FL 33610
responsibility of others. Date:
clGot C.SSE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153191
M11323 GRA HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:16 2021 Page 2
ID:_etC1 cxC3ixVV?huls?ypJyuFUK-gTfcMwfAaAngNn9ipj1 rDwL3msketyy8nulgGszcNCf
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,21-23=-54,29-32=-20,24-29=-47(F=-27),24-35=-20,3-11=-1 26(F=-72),11-21=-126(F=-72)
Concentrated Loads(lb)
Vert:29=-641(F)24=-641(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 THE CARLTON
T23153192
M11323 GRB HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:18 2021 Page 1
ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-csnMnbhR6n1 Nc4J5x84JILQR7fONLthRFCnxKkzcNCd
11-0-Q 8-0-0 13-8-0 17-0-0 20-4-0 26-0-0 34-0-0 35-0-Q
1-0-0� 8-0-0 5-8-0 3 4-0 3-4-0 5-8-0 8-0-0 1-0-0
Scale=1:62.2
5x8 MT18HS= 4x8=
5x8 MT18HS=
4.00 12 3x4 11 46= 3x4 11
3 25 4 5 6 7 26 8
3x4
1 2 9
3x4 10 N
I�
6 0
16 15 14 13 12 11
3x6 11 6x12 = 6x12 3x6 11
4x5= 5x6= 5x6= 4x5=
8-0-0 13-8-0 20-4-0 26-0-0 34-0-0
8-0-0 5-8-0 6-8-0 5-8-0 8-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-81,[2:0-2-2,Edge1,[3:0-5-4,0-2-81,[5:0-3-0,Edge),[8:0-5-4,0-2-81,[9:0-2-2,Edge1,[10:0-2-2,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-21 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 16-21 >820 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:156 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-14,8-13,6-13
4-14,7-13:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,13=0-8-0,9=0-8-0
Max Horz 2=90(LC 7)
Max Uplift 2=-853(LC 8),13=-2590(LC 8),9=-345(LC 8)
Max Grav 2=1451(LC 13),13=4743(LC 15),9=528(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3625/1950,3-4=-2080/1236,4-6=-2080/1236,6-7=-1296/2589,7-8=-1296/2589,
8-9=-751/370
BOT CHORD 2-16=-1729/3460,14-16=-1753/3525,11-13=-262/733,9-11=-241/668
WEBS 3-16=-435/1209,3-14=-1552/774,4-14=-837/691,7-13=-878/713,8-13=-3635/1919,
8-11=-432/1204,6-14=-1453/2814,6-13=-3198/1807
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. This Item has been
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn,Walter, PE
will fit between the bottom chord and any other members. using a Digital Signature.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 853 lb uplift at joint 2,2590 lb uplift at Printed copies of this
joint 13 and 345 lb uplift at joint 9. p
9)Girder carries hip end with 8-0-0 end setback. document are not Considered
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at signed and sealed and the
26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the signature must be verified
responsibility of others. On any electronic Copies.
11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
Walter P.Finn PE No.22839
LOAD CASE(S) Standard MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
Continued on page 2 March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153192
M11323 GRB HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:18 2021 Page 2
ID:SrRaEyyrg04M78G4raWBLWyuFUJ-csnMnbhR6n1 Nc4J5x84JILQR7fONLthRFCnxKkzcNCd
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-8=-131(F=-77),8-10=-54,16-19=-20,11-16=-49(F=-29),11-22=-20
Concentrated Loads(lb)
Vert:16=-641(F)11=-641(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 THE CARLTON
T23153193
M11323 J2 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:18 2021 Page 1
ID:xl?zSlzTbJCDIIrGPH1 QukyuFUI-csnMnbhR6nl Nc4J5x84JILQbgfXhL5pRFCnxKkzcNCd
-1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 12
2
2x3
1
><
4
3x4=
2-0-0
2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 8 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=67(LC 10)
Max Uplift 3=-28(LC 10),2=-136(LC 10),4=-3(LC 7)
Max Grav 3=39(LC 15),2=141(LC 1),4=31(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 3,136 lb uplift at joint
2 and 3 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Finn,Walter, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153194
M11323 J4 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:20 2021 Page 1
I D:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-YEv7CHihePHSr0TT2Z6nNm WtZT70p?lki WG2PdzcNCb
-1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
4.00 F12
2
2x3
1
dddlll 4
3x4
4-0-0
4-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.02 4-8 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=104(LC 10)
Max Uplift 3=-80(LC 10),2=-161(LC 10),4=-7(LC 10)
Max Grav 3=90(LC 1),2=207(LC 1),4=69(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 3,161 lb uplift at joint
2 and 7 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Finn,Walter, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153195
M11323 J6 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:22 2021 Page 1
I D:tP6jtz_j7xSx_c_fXi4uz9yu FUG-Vd 1 tdzkxAOXp5idsA_8FTBbEaGiBHvoOAg19TVzcNCZ
-1-0-0 6-0-0
1-0-0 6-0-0
Scale=1:14.3
3
4.00 12
2x3 2
1
4
3x4=
6-0-0
6-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.12 4-8 >597 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.12 4-8 >617 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:21 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=142(LC 10)
Max Uplift 3=-131(LC 10),2=-194(LC 10),4=-8(LC 10)
Max Grav 3=145(LC 1),2=279(LC 1),4=102(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 3,194 lb uplift at
joint 2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Finn,Walter, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153196
M11323 J8 MONO TRUSS 20 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:23 2021 Page 1
I D:tP6jtz_j7xSx_c_fXi4uz9yu FUG-zpaFgJlZxKfgjsC2khfU?P8QJg8EO19APUVi?yzcNCY
-1-0-0 3-7-13 8-0-0
1-0-0 3-7-13 4-4-4
Scale=1:17.4
4
4.00 12
3x4
3
13
12
2x3 2
1
7 6 5
2x3 11 3x4=
3x4=
3-7-13 5-6-5 8-0-0
3-7-13 1-10-8 2-5-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.20 6-7 >467 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 6-7 >569 240
BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:32 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=180(LC 10)
Max Uplift 4=-113(LC 10),2=-228(LC 10),5=-77(LC 10)
Max Grav 4=123(LC 1),2=352(LC 1),5=168(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-559/663
BOT CHORD 2-7=-877/601,6-7=-877/601
WEBS 3-7=-387/390,3-6=-722/1052
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 3-1-13,Exterior(2R)
3-1-13 to 7-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 4,228 lb uplift at This item has been
joint 2 and 77 lb uplift at joint 5.
electronically signed and
sealed by Finn,Walter, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE CARLTON
T23153197
M11323 KJ8 MONO TRUSS 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 08:55:23 2021 Page 1
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-zpaFgJlZxKfgjsC2khfU?P8QkgBTOFuAPU Vi?yzcNCY
-1-5-0 7-3-4 11-3-0
1-5-0 7-34 3-11-12
Scale=1:20.3
4
2.83 12 3x4
3
2x3 2
7 6
2x3 5
3x4=
3x4=
7-34 11-3-0
7-34 3-11-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-11 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:46 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-11-5,6=Mechanical
Max Horz 2=244(LC 8)
Max Uplift 4=-205(LC 8),2=-305(LC 8),6=-286(LC 8)
Max Grav 4=245(LC 13),2=466(LC 1),6=590(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1151/523
BOT CHORD 2-7=-687/1126,6-7=-687/1126
WEBS 3-7=0/330,3-6=-1236/755
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 4,305 lb uplift at
joint 2 and 286 lb uplift at joint 6. s been
item it has 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). This elecThis it nlCall hay Signed and
LOAD CASE(S) Standard sealed by Finn,Walter, PE
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 using a Digital Signature.
Uniform Loads
Vert:1-2=-54 Printed copies of this
=-
Trapezoidal Loads(plo document are not considered
Vert:2=0(F=27,B=27)-to-4=-152(F=-49,B=-49),9=0(F=10,B=10)-to-5=-56(F=-18,B=-18) signed and sealed and the
signature must be verified
on any electronic copies.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
March 10,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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