HomeMy WebLinkAboutAPPROVED Truss Cutsheets - Sterling 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: M11412 - CARLTON 299 MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Wynne Development Corp Project Name: Sterling Model: Sterling 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 18 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 T22758943 A 2/8/21 15 T22758957 J8 2/8/21
2 T22758944 Al 2/8/21 16 T22758958 JA8 2/8/21
3 T22758945 A2 2/8/21 17 T22758959 KJ8 2/8/21
4 T22758946 A3 2/8/21 18 T22758960 KJA8 2/8/21
5 T22758947 A4 2/8/21
6 T22758948 A5 2/8/21
7 T22758949 ATA 2/8/21
8 T22758950 ATB 2/8/21
9 T22758951 ATC 2/8/21
10 T22758952 BHA 2/8/21
11 T22758953 GRA 2/8/21
12 T22758954 J2 2/8/21
13 T22758955 J4 2/8/21
14 T22758956 J6 2/8/21
This item has been electronically signed and sealed by Lee,Julius, 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 `,����wLtIJS
MiTek USA,Inc.under my direct supervision based on the parameters ��� .•••�G E
provided by Chambers Truss. �' F••'•
Truss Design Engineer's Name: Lee, Julius * No 34869 •::
My license renewal date for the state of Florida is February 28,2021. = >fr
IMPORTANT NOTE:The seal on these truss component designs is a certification .-3 STATE OF ::44/.
that the engineer named is licensed in the jurisdiction(s)identified and that the ��,T'••A, O Q�,• �`��
designs comply with ANSI/TPI 1. These designs are based upon parameters ���s , O R X `
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 ��,��O N A',0�".%%,��
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 Julius Lee PE No.34869
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:
February 8,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply CARLTON 299
T22758943
M11412 A SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:38 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g-1 xWNLwR230CLOzsOLgWrl C6OpOd64E?QO3SAAXznDGx
1-0-Q 8-6-0 9-10-0, 13-8-0 19-5-3 26-2-0 28-9-4 36-0-0 $7-0-Q
1-0-0 8-6-0 1-4-0 3-10-0 6-8-13 2-7 4 7-2-12 -0-0
Scale=1:63.0
5x8 MT18HS= 4x5=
5x12 MT18HS=
4.00 12
3x6 \\ 4x5= 5x8 MT18HS=
3 4 25 265 6 7 27 28 29 8 3x4
24 9 30
Y
23 31
M
1 2 13 12 10 11 N o�
d 14 7x8 MT18HS= IA
16 15 4x4 — 3x4=
3x6= 3x4= 5x8= 2.00 12 4x10=
9-10-0 13-8-0 19-5-3 24-6-0 26-2-0 36-0-0
9-10-0 3-10-0 5-9-3 5-0-13 1-8-0 9-10-0
Plate Offsets(X,Y)-- [2:0-0-2,Edge],[4:0-5-4,0-2-8],[6:0-4-0,Edge],[8:0-9-0,0-2-8],[10:0-2-10,Edge],[15:0-1-12,0-2-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.73 13-14 >595 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.34 13-14 >321 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.45 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 1.01 13-14 >428 240 Weight:161 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied.
6-8:2x4 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
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-119(LC 10)
Max Uplift 2=-846(LC 12),10=-846(LC 12)
Max Grav 2=1386(LC 1),10=1386(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3338/2797,3-4=-3134/2687,4-5=-3441/2983,5-7=-5141/4294,7-8=-6766/5510,
8-9=-5629/4551,9-10=-5945/4927
BOT CHORD 2-16=-2515/3129,15-16=-2228/2918,14-15=-2706/3455,13-14=-4070/5216,
12-13=-4163/5421,10-12=-4597/5659
WEBS 3-16=-527/653,4-16=-571/669,4-15=-637/785,5-15=-975/892,5-14=-1476/1876,
7-14=-851/812,7-13=-1279/1695,8-13=-1540/1909,8-12=-79/349,9-12=-319/460
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 9-10-0,Exterior(2R)
9-10-0 to 13-6-4,Interior(1)13-6-4 to 26-2-0,Exterior(2R)26-2-0 to 29-9-3,Interior(1)29-9-3 to 37-0-0 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 Lee,Julius, 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 copies 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 p
will fit between the bottom chord and any other members. document are not Considered
8)Bearing atjoint(s)10 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 846 lb uplift at joint 2 and 846 lb uplift at on any electronic copies.
joint 10.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758944
M11412 Al SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:38 2021 Page 1
11 I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g-1 xWNLwR230CLOzsOLgWrl C632Od44GIQ03SAAXznQ D Gx
8-6-0 18-7-4 24-2-0 36 $7-0-
- - 0-08-6-0 0 2- 2-0 3-4 Scale=1:63.0
5x6= 3x8= 5x8 MT18HS=
4.00 12 4 22 23 5 24 25 6
3x3 I 226 3x4
7
M
21 27 a
101 2 11
8
0 12 7x8 MT18HS = 10 Io
14 13 3x4 II 3x4 11
3x6= 3x4 5x6 2.00 12= 4x10 =
8-6-0 13-8-0 18-7-4 24-6-0 28-9-4 36-0-0
8-6-0 5-2-0 4-11-4 5-10-12 4-3-4 7-2-12
Plate Offsets(X,Y)-- [2:0-0-2,Edge],[6:0-4-0,0-2-3],[8:0-2-10,Edge],[13:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.58 11 >749 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.07 11-12 >402 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) 0.40 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.80 11 >541 240 Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-141(LC 10)
Max Uplift 2=-846(LC 12),8=-846(LC 12)
Max Grav 2=1386(LC 1),8=1386(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3356/2776,3-4=-3358/2948,4-5=-2798/2461,5-6=-4830/4060,6-7=-5353/4391,
7-8=-5962/4881
BOT CHORD 2-14=-2491/3141,13-14=-2059/2666,12-13=-3044/3926,11-12=-3046/3924,
10-11=-4565/5680,8-10=-4554/5669
WEBS 3-14=-404/515,4-14=-674/777,4-13=-183/409,5-13=-1376/1112,5-11=-784/1048,
6-11=-1088/1449,7-11=-641/600
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 11-10-0,Exterior(2R)
11-10-0 to 15-5-3,Interior(1)15-5-3 to 24-2-0,Exterior(2R)24-2-0 to 27-9-3,Interior(1)27-9-3 to 37-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Lee,Julius, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies Of this
will fit between the bottom chord and any other members. p
8)Bearing atjoint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at signature must be verified
joint 8.
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758945
M11412 A2 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:39 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-V841ZGRggKKC?7RauY15aQfElozQphLadjCjizznDGw
1-0-q 8-6-0 13-10-0 18-0-0 22-2-0 24-6-0 28-9-4 36-0-0 $7-0-Q
1-0-0 8-6-0 5-4-0 4-2-0 4-2-0 2 4-0 4-3 4 7-2-12 -0-0
Scale=1:63.0
5x6=
3x4= 5x6=
4.00 12 4 245 25 6 4x6
7
3x4 23 26
3x4
3 8
22
27
12
1 2 13 11 9 10 N m
4x10= 3x4 I`"�
0 0
15 14 7x8 MT18HS=
3x6= 3x4 11 5x8= 4x10=
2.00 12
8-6-0 13-8-0 22-2-0 24-6-0 28-9-4 36-0-0
8-6-0 5-2-0 8-6-0 2 4-0 4-3 4 7-2-12
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[9:0-2-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.55 11-12 >779 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.03 11-12 >419 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.39 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.77 11-12 >564 240 Weight:167 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=163(LC 11)
Max Uplift 2=-846(LC 12),9=-846(LC 12)
Max Grav 2=1386(LC 1),9=1386(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3359/2798,3-4=-2661/2318,4-5=-2445/2237,5-6=-3533/3034,6-7=-3699/3131,
7-8=-5359/4460,8-9=-5963/4864
BOT CHORD 2-15=-2516/3146,14-15=-2516/3146,13-14=-2403/3099,12-13=-4040/5125,
11-1 2=-4547/5679,9-11=-4537/5669
WEBS 3-15=-1/295,3-14=-807/730,4-14=-454/620,5-14=-916/765,5-13=-381/668,
6-13=-795/1003,7-13=-2219/1911,7-12=-1508/1893,8-12=-628/501
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 13-10-0,Exterior(2R)
13-10-0 to 17-5-3,Interior(1)17-5-3 to 22-2-0,Exterior(2R)22-2-0 to 25-9-3,Interior(1)25-9-3 to 37-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Lee,Julius, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies Of this
will fit between the bottom chord and any other members. p
8)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at signature must be verified
joint 9.
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758946
M11412 A3 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:40 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g-_Ke7mCSl beT3dGOmSFYK7dBPUCJ hY8GjsNxGFQznDGv
11-0-Q 8-6-0 15-10-0 20-2-0 24-6-0 28-9 4 36-0-0 57-0-Q
h-0- 8-6-0 7 4-0 4 4-0 4-4-0 4-3 4 7-2-12 0-0
Scale:3/16"=l'
4.00 F12 5x6=
5x6=
4 24 25 5
5x6
5x8 MT18HS 23
26 6 5x8 MT18HS
3 7 3x4
8
v�
22 27
12
u"+1 2 9 10 N m
13 7x8 MT18HS= 11 IM
0 14 4x10= 3x4 d
15
3x4 11 5x6=
2.00
3x5= 4x10
12 =
8-6-0 13-8-0 20-2-0 24-6-0 28-9 4 36-0-0
8-6-0 5-2-0 6-6-0 4-4-0 4-3-4 7-2-12
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-4-0,0-3-4],[7:0-4-0,Edge],[9:0-2-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.57 11-12 >761 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.05 11-12 >410 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.40 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.78 11-12 >551 240 Weight:166 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-185(LC 10)
Max Uplift 2=-846(LC 12),9=-846(LC 12)
Max Grav 2=1386(LC 1),9=1386(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3371/2812,3-4=-2633/2303,4-5=-2803/2524,5-6=-2968/2582,6-8=-5371/4478,
8-9=-5960/4855
BOT CHORD 2-15=-2531/3159,14-15=-2531/3153,13-14=-1849/2432,12-13=-4061/5146,
11-12=-4538/5675,9-11=-4529/5666
WEBS 3-15=0/306,3-14=-866/794,4-13=-433/671,5-13=-521/702,6-13=-2706/2259,
6-12=-1484/1946,8-12=-611/483
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 15-10-0,Exterior(2R)
15-10-0 to 19-5-3,Interior(1)19-5-3 to 20-2-0,Exterior(2R)20-2-0 to 23-9-3,Interior(1)23-9-3 to 37-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Lee,Julius, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. p
8)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at signature must be verified
joint 9.
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758947
M11412 A4 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:41 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-SWBW_xTwMxbwFQbzOz3ZfrkaWcf_HYlt51 hgnsznDGu
1-0-q 8-6-0 13-8-0 18-0-0 24-6-0 28-9-4 36-0-0 17-0-Q
'1-0-0 8-6-0 5-2-0 4-4-0 6-6-0 4-3-4 7-2-12 1-0-
Scale:3/16"=l'
4.00 12 5x6=
6
3x4% 5x6
3x6 5
24 25 5x8 MT18HS
7
3x4 4 8
3x4 zzz
3 g
23 26
'01 2 13 10 11 m m
7x8 MT18HS= 12 I�
6 14 3x4 Mo
16 15 4x12=
3x5= 3x4 11 5x8= 4x10=
2.00 12
8-6-0 13-8-0 18-0-0 24-6-0 28-9-4 36-0-0
8-6-0 5-2-0 4-4-0 6-6-0 4-3-4 7-2-12
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-4-0,Edge],[10:0-2-10,Edge],[15:0-2-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.61 13 >709 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.13 13 >383 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.42 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.84 13 >513 240 Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-207(LC 10)
Max Uplift 2=-846(LC 12),10=-846(LC 12)
Max Grav 2=1386(LC 1),10=1386(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3361/2675,3-5=-2660/2237,5-6=-2458/2107,6-7=-2481/2090,7-9=-5407/4308,
9-10=-5950/4650
BOT CHORD 2-16=-2397/3146,15-16=-2397/3146,14-15=-1842/2515,13-14=-3907/5191,
12-13=-4340/5666,10-12=-4333/5656
WEBS 3-16=-4/315,3-15=-799/669,5-14=-344/309,6-14=-911/1202,7-14=-3120/2514,
7-13=-1404/1972,9-13=-559/443
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 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 Lee,Julius, PE
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed copies Of this
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify p
capacity of bearing surface. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at signed and sealed and the
joint 10. signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758948
M11412 A5 SPECIAL 7 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:42 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-wiluBH UY7Fjnsa99agboC2HkFO?DO?TOJ hQNJ Izn DGt
1-0-q 8-6-0 13-8-0 18-0-0 24-6-0 28-9 4 36-0-0 $7-0-9
8-6-0 5-2-0 4-4-0 6-6-0 4-3-4 7-2-12 -0-0
Scale=1:61.9
4.00 12 5x6=
6
3x4 5x6
3x6 5 24 25 5x8 MT18HS
7
3x4 4 8
3x4
3 9
23 26
13
2 10 11 o
n1 7x8MT18HS = 12
nos 14 0 3x4 I"
0
16 15 4x12
3x5= 3x4 11 5x8= 2 00 F12 410 =
8-6-0 13-8-0 18-0-0 24-6-0 28-9 4 36-0-0
8-6-0 5-2-0 4-4-0 6-6-0 4--3 7-2-12
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-4-0,Edge],[10:0-2-10,Edge],[15:0-2-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.61 13 >709 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.13 13 >383 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.42 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.84 13 >513 240 Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-208(LC 10)
Max Uplift 2=-846(LC 12),10=-846(LC 12)
Max Grav 2=1386(LC 1),10=1386(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3361/2674,3-5=-2660/2237,5-6=-2450/2101,6-7=-2472/2083,7-9=-5407/4308,
9-10=-5950/4650
BOT CHORD 2-16=-2397/3146,15-16=-2397/3146,14-15=-1842/2515,13-14=-3907/5190,
12-13=-4339/5666,10-12=-4332/5656
WEBS 3-16=-4/315,3-15=-799/669,5-14=-355/323,6-14=-926/1219,7-14=-3134/2526,
7-13=-1404/1972,9-13=-560/443
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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 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 Lee,Julius, PE
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed copies Of this
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify p
capacity of bearing surface. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at signed and sealed and the
joint 10. signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758949
M11412 ATA COMMON 7 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:43 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-OvJGPdUBuZreUkkL7N61 kGpyUP021VMAYLAwslznDGs
1-0-Q 8-1-1 13-10-2 18-0-0 22-1-14 27-10-15 36-0-0 $7-0-Q
'1-OO 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:61.0
4.00 12 5x6=
6
3x4 11 3x4 11
5 526
272 7
3x6� 3x6
3x4 4 8 3x4
3 9
24 29
1 2 10 11 N
r] 1A
O 17 16 15 30 31 14 13 12 6
3x8
3x4 11 5x6 WB=4x8— 4x8—5x6 WB= 3x4 I I 3x8=
8-1-1 13-10-2 22-1-14 27-10-15 36-0-0
8-1-1 5-9-1 8-3-12 5-9-1 8-1-1
Plate Offsets(X,Y)-- [2:0-8-6,0-0-8],[10:0-8-6,0-0-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.38 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.69 14-15 >624 240
BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.34 14-15 >999 240 Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-5 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=-208(LC 10)
Max Uplift 2=-796(LC 12),10=-796(LC 12)
Max Grav 2=1613(LC 17),10=1613(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3940/2550,3-5=-3118/2054,5-6=-3114/2185,6-7=-3114/2185,7-9=-3118/2054,
9-10=-3941/2550
BOT CHORD 2-17=-2285/3850,15-17=-2285/3850,14-15=-1251/2329,12-14=-2290/3694,
10-12=-2290/3694
WEBS 6-14=-706/1178,7-14=-295/330,9-14=-943/709,9-12=-2/271,6-15=-706/1178,
5-15=-295/330,3-15=-942/709,3-17=-2/271
NOTES-
I)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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
4)100.01b AC unit load placed on the top chord,18-0-0 from left end,supported at two points,6-0-0 apart. sealed by Lee,Julius, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members,with BCDL=10.Opsf. p
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 796 lb uplift at joint 2 and 796 lb uplift at document are not considered
joint 10. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758950
M11412 ATB COMMON 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:44 2021 Page 1
I D:kFvnsnOwY419Zh0_n M31 c6yl J 9g-s5teczVpfszV6uJYh 5d G HTMA6pp U UxCJ n?vU O Bzn DG r
1-0-q 8-1-1 13-10-2 18-0-0 22-1-14 27-10-15 36-0-0 37-0-Q
'1-0-0 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:60.9
4.00 12 5x6=
6
3x4 3x4 11
5 26 27 28 29 7
3x6 3x6
3x4 4 8 3x4
3 9
25 ::::::�30
n1 2 10 11
�] IM
O 18 17 16 15 31 32 14 13 12 O
3x5
3x4 11 3x6= 6x8= 6x8= 3x6= 3x4 11 3x5=
=
8-1-1 13-10-2 11
5-2-0 21-10-0 22114 27-10-15 36-0-0
8-1-1 5-9-1 1-3-14 6-8-0 0--4 5-9-1 8-1-1
Plate Offsets(X,Y)-- [2:0-2-8,Edge],[10:0-2-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 18-21 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.26 18-21 >729 240
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 18-21 >999 240 Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=-208(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)15 except 2=-433(LC 12),14=-866(LC 12),10=-240(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=762(LC 17),14=1712(LC 19),10=427(LC 18),15=399(LC
17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1325/931,3-5=-437/394,5-6=-432/525,6-7=-356/842,7-9=-474/820,
9-10=-334/220
BOT CHORD 2-18=-751/1370,16-18=-751/1370,15-16=-188/278,14-15=-188/278,12-14=-188/281,
10-12=-188/281
WEBS 6-14=-1169/836,7-14=-299/333,9-14=-1026/751,9-12=-22/307,6-16=-614/759,
5-16=-298/330,3-16=-1067/754,3-18=-28/339
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
4)100.01b AC unit load placed on the top chord,18-0-0 from left end,supported at two points,6-0-0 apart. sealed by Lee,Julius, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members,with BCDL=10.Opsf. p
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except 6t=1b) document are not considered
2=433,14=866,10=240. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758951
M11412 ATC COMMON 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:45 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-KH ROpJ WRPA5Mj2ukFo8VghvLsD8jDOSS?ffl wdznDGq
1-0-Q 8-1-1 13-10-2 18-0-0 22-1-14 27-10-15 36-0-0 $7-0-Q
1-0-0 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:60.9
4.00 12 5x6=
6
3x4 11 3x4
5 627
28 29 7
3x6 3x6
3x4 4 6 3x4
3 9
25 30
N1 2 10 11
IM
18 17 16 15 31 32 14 13 12
3x5=
3x4 11 3x6= 6x8—_ 6x8= 3x6= 3x4 11 3x5=
8-1-1 13-10-2 11
5-2-0 22-1-14 22 -7 27-10-15 36-0-0
8-1-1 5-9-1 1-3-14 6-11-14 0- -9 5-8-8 8-1-1
Plate Offsets(X,Y)-- [2:0-2-8,Edge],[10:0-2-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 18-21 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.26 18-21 >729 240
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 18-21 >999 240 Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14
REACTIONS. All bearings 0-8-0 except Qt=length)14=0-11-5.
(lb)- Max Horz 2=-208(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)15 except 2=-433(LC 12),14=-866(LC 12),10=-240(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=762(LC 17),14=1712(LC 19),10=427(LC 18),15=399(LC
17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1325/931,3-5=-437/394,5-6=-432/525,6-7=-356/842,7-9=-474/820,
9-10=-334/220
BOT CHORD 2-18=-751/1370,16-18=-751/1370,15-16=-188/278,14-15=-188/278,12-14=-188/281,
10-12=-188/281
WEBS 6-14=-1169/836,7-14=-299/333,9-14=-1026/751,9-12=-22/307,6-16=-614/759,
5-16=-298/330,3-16=-1067/754,3-18=-28/339
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
4)100.01b AC unit load placed on the top chord,18-0-0 from left end,supported at two points,6-0-0 apart. sealed by Lee,Julius, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members,with BCDL=10.Opsf. p
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except 0t=1b) document are not considered
2=433,14=866,10=240. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758952
M11412 BHA COMMON 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:47 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g-GgZnE?YhxnL4zL27MDAzv6_bwl oHh IdlTz88?WznDGo
16-0-0 24-0-0
r1-0-0 8-0-0 12-0-0 14-0-0 15-6-0 18-0-0 20-0-0 1 22-0-02a-10-15 28-0-0 36-0-0 $7-0-Q
1-0-0 8-0-0 4-0-0 2-0-0 1-6-00-6- 2-0-0 2-0-0 2-0-0 0-10-1 4-0-0 8-0-0
1-1-1 Scale:3/16"=l'
TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
5x6= (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
GABLE END DETAILS AS APPLICABLE,OR CONSULT
9 12 14 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
7x10 MT18HS 7 16
5 18 7x10
4.00 12 3x6 5 c = Sx
3 8 0 17 20
21 22 ,o N
Ic?
28 27 26 25 24 23 O
3x6 11 4x6= 6x8= 6x8= 3x6 11 3x5=
3x6= 3x6=
8-0-0 15-6-0 22-10-15 28-0-0 36-0-0
8-0-0 7-6-0 7-4-15 5-1-1 8-0-0
Plate Offsets(X,Y)-- [2:0-0-2,Edge],[3:0-3-8,Edge],[11:0-3-0,0-3-0],[20:0-3-8,Edge],[21:0-2-8,Edge],[25:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 28-31 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 23-34 >619 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 21 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.20 28-31 >909 240 Weight:208 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 20-25
2 Rows at 1/3 pts 3-26
JOINTS 1 Brace at Jt(s):8,4,14,16,18
REACTIONS. All bearings 0-8-0 except Qt=length)25=0-11-5.
(lb)- Max Horz 2=-208(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-583(LC 8),26=-1557(LC 8),25=-1259(LC 8),
21=-455(LC 8)
Max Grav All reactions 250 lb or less at joint(s)except 2=983(LC 13),26=2911(LC 13),25=2457(LC 14),
21=757(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2242/1142,20-21=-1473/724,3-4=-213/718,4-6=-213/718,6-8=-213/718,
8-10=-213/718,10-11=-213/718,11-13=-213/718,13-15=-213/718,15-17=-213/718,
17-19=-87/610,19-20=-87/610,3-5=-199/422,5-7=-112/391,7-9=-33/344,12-14=0/257,
16-18=-67/301,18-20=-206/363
BOT CHORD 2-28=-971/2236,26-28=-922/2090,25-26=-855/521,23-25=-516/1204,21-23=-569/1344
WEBS 8-26=-1333/1008,17-25=-979/756,3-28=-419/1254,3-26=-3236/1698,20-23=-458/1210,
20-25=-2385/1201,9-10=-706/569,6-7=-307/241,15-16=-462/372,18-19=-497/418
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=12ft;B=59ft;L=36ft;eave=5ft;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 Lee,Julius, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)All plates are MT20 plates unless otherwise indicated. Printed copies of this
6)All plates are 3x4 MT20 unless otherwise indicated. p
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the
will fit between the bottom chord and any other members. signature must be verified
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 583 lb uplift at joint 2,1557 lb uplift at on any electronic copies.
joint 26,1259 lb uplift at joint 25 and 455 lb uplift at joint 21.
10)Girder carries hip end with 8-0-0 end setback. Julius Lee PE No.34869
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 6904 Parke East Blvd.Tampa FL 33610
28-0-0,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 Date:
responsibility of others. February 8,2021
13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
C WA jr IN g�Ve�rify,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
yi �ynly 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 BCSI 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 CARLTON 299
T22758952
M11412 BHA COMMON 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:47 2021 Page 2
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-GgZn E?YhxnL4zL27M DAzv6_bwl oHh IdlTz88?WznDGo
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,20-22=-54,28-29=-20,23-28=-47(F=-27),23-32=-20,3-12=-126(F=-72),12-20=-126(F=-72)
Concentrated Loads(lb)
Vert:28=-641(F)23=-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 ANSUTPII Quality Criteria,DSB-89 and BCSI 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 CARLTON 299
T22758953
M11412 GRA HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:48 2021 Page 1
I D:kFvnsnOwY419Zh0_n M31 c6yl J 9g-ls69S LYJ i5Txa VdJwxiC RJXmtQ5OQkmvidthXyzn D Gn
1-0-Q 7-10-0 13-8-0 18-0-0 22 4-0 28-2-0 36-0-0 $7-0-Q
1-OO 7-10-0 5-10-0 4-4-0 4-4-0 5-10-0 7-10-0 -0-0
Scale=1:61.9
5x8 MT18HS= 5x8 MT18HS=
4.00 12 3x4 5x8= 3x4
3 22 23 24 25 426 27 5 28 629 30 31 32 33 7
Y
N1 2 8 9 N
I�
0 0
15 34 14 13 35 36 37 38 12 39 11 40 10
3x5= 3x4 46= 6x12 = 6x12= 46= 3x4 11 3x5=
7-10-0 13-8-0 224-0 28-2-0 36-0-0
7-10-0 5-10-0 8-8-0 5-10-0 7-10-0
Plate Offsets(X,Y)-- [3:0-5-4,0-2-8],[5:0-4-0,0-3-0],[7:0-5-4,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 12-13 >609 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.22 10-21 >999 240 Weight:161 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 34-6 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-13,5-13
4-13,6-12:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,13=0-8-0,8=0-8-0
Max Horz 2=-97(LC 6)
Max Uplift 2=-292(LC 8),13=-2107(LC 8),8=-799(LC 8)
Max Grav 2=417(LC 17),13=3546(LC 1),8=1256(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-369/211,3-4=-1158/2051,4-5=-1158/2051,5-6=-2318/1425,6-7=-2318/1425,
7-8=-2981/1789
BOT CHORD 2-15=-196/311,13-15=-201/342,12-13=-246/452,10-12=-1588/2818,8-10=-1578/2786
WEBS 3-15=-181/648,3-13=-2568/1568,4-13=-640/587,5-13=-2900/1855,5-12=-1172/2196,
6-12=-611/569,7-12=-558/375,7-10=-184/651
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=12ft;B=59ft;L=36ft;eave=5ft;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 Lee,Julius, 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 292 lb uplift at joint 2,2107 lb uplift at Printed copies of this
joint 13 and 799 lb uplift at joint 8. p
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)137 lb down and 301 lb up at document are not considered
7-10-0,103 lb down and 170 lb up at 10-0-12,103 lb down and 170 lb up at 12-0-12,103 lb down and 170 lb up at 14-0-12,103 lb signed and sealed and the
down and 170 lb up at 16-0-12,103 lb down and 170 lb up at 18-0-12,103 lb down and 170 lb up at 19-11-4,103 lb down and 170 signature must be verified
lb up at 21-11-4,103 lb down and 170 lb up at 23-11-4,and 103 lb down and 170 lb up at 25-11-4,and 137 lb down and 301 lb up on any electronic copies.
at 28-2-0 on top chord,and 340 lb down and 223 lb up at 7-10-0,77 lb down and 1 lb up at 8-0-12,77 lb down and 1 lb up at
10-0-12,77 lb down and 1 lb up at 12-0-12,77 lb down and 1 lb up at 14-0-12,77 lb down and 1 lb up at 16-0-12,77 lb down and Julius Lee PE No.34869
1 lb up at 18-0-12,77 lb down and 1 lb up at 19-11-4,77 lb down and 1 lb up at 21-114,77 lb down and 1 lb up at 23-11-4,77 lb MiTek USA,Inc.FL Cert 6634
down and 1 lb up at 25-11-4,and 77 lb down and 1 lb up at 27-11-4,and 340 lb down and 223 lb up at 28-2-0 on bottom chord. 6904 Parke East Blvd.Tampa FL 33610
The design/selection of such connection device(s)is the responsibility of others. Date:
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). February 8,2021
Continued on page 2
LOAD CASE(S) Standard
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 BCSI 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 CARLTON 299
T22758953
M11412 GRA HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:48 2021 Page 2
I D:kFvnsnOwY419Zh0_n M31 c6yl J 9g-ls69S LYJ i5Txa VdJwxiC RJXmtQ5OQkmvidthXyzn D Gn
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-7=-54,7-9=-54,16-19=-20
Concentrated Loads(lb)
Vert:3=-137(B)5=-103(B)7=-137(B)14=-49(B)15=-389(B)10=-389(B)11=-49(B)22=-103(B)24=-103(B)26=-103(B)27=-103(B)28=-103(B)29=-103(B)
31=-103(B)33=-103(B)34=-49(B)35=-49(B)36=-49(B)37=-49(B)38=-49(B)39=-49(B)40=-49(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI 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 CARLTON 299
T22758954
M11412 J2 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:49 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-D3gXfhZxTPbnCfCVUeDR_X331gb79042wHdF30zn DGm
-1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 12 XX
2
XX
0
, 1
4
3x4=
2-0-0
2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >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 Wind(LL) 0.00 7 >999 240 Weight:8 lb FT=20%
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.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=67(LC 12)
Max Uplift 3=-27(LC 12),2=-136(LC 12),4=-3(LC 9)
Max Grav 3=40(LC 17),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=12ft;B=59ft;L=36ft;eave=5ft;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 27 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 Lee,Julius, 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.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758955
M11412 J4 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:49 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-D3gXfhZxTPbnCfCVUeDR_X3_WgVV9042wHdF30znDGm
1 0 0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
4.00 12 8
n
M
2
XX
3x4= 4
4-0-0
4-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.01 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.02 4-7 >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 Wind(LL) 0.03 4-7 >999 240 Weight:14 lb FT=20%
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.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=102(LC 12)
Max Uplift 3=-77(LC 12),2=-159(LC 12),4=-7(LC 12)
Max Grav 3=91(LC 17),2=204(LC 1),4=67(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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 3-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 3,159 lb uplift at joint
2 and 7 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Lee,Julius, 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.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758956
M11412 J6 MONO TRUSS 8 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:50 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-hFEvtOaaEijegpnh2M kgXkcA7EsBurKB9xMobrznDGl
1-0-0 6-0-0
1-0-0 6-0-0
Scale=1:14.6
3
4.00 12
8
2
1
3x4— 4
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 4-7 >756 240
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 Wind(LL) 0.13 4-7 >534 240 Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=140(LC 12)
Max Uplift 3=-126(LC 12),2=-192(LC 12),4=-10(LC 12)
Max Grav 3=143(LC 17),2=275(LC 1),4=104(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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 5-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.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 126 lb uplift at joint 3,192 lb uplift at
joint 2 and 10 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Lee,Julius, 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.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758957
M11412 J8 MONO TRUSS 11 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:51 2021 Page 1
I D:kFvnsnOwY419Zh0_n M31 c6yl J 9g-9Ro 14M bC?O rV RzLu b3Fv3y9OYeA7d Eh LOb6M8 Hzn DGk
1-0-0 3-7-13 8-0-0
1-0-0 3-7-13 444
Scale=1:17.4
4
4.00 12
3x4
3
11
2
1
7 6
2x3 11 3x4=
3x4= 5
3-7-13 5-6-5 7-0-0 8-0-0
3-7-13 1-10-8 1-5-11 1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 6-7 >616 240
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 Wind(LL) 0.19 6-7 >494 240 Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=178(LC 12)
Max Uplift 4=-110(LC 12),2=-226(LC 12),5=-77(LC 12)
Max Grav 4=124(LC 17),2=348(LC 1),5=172(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-547/666
BOT CHORD 2-7=-879/590,6-7=-879/590
WEBS 3-7=-383/379,3-6=-708/1055
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 7-104 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 110 lb uplift at joint 4,226 lb uplift at
joint 2 and 77 lb uplift at joint 5. This item has been
electronically signed and
sealed by Lee,Julius, 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.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758958
M11412 JA8 MONO TRUSS 11 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:51 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-9Rol4M bC?OrVRzLub3Fv3y9Jue8ldiaLOb6M8HznDGk
-1-0-0 7-10-0
1-0-0 7-10-0
Scale=1:17.2
3
4.00 12
8
�uu�,yy�1 2
r1 1
3x5= 4
7-10-0
7-10-0
Plate Offsets(X,Y)-- [2:0-2-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 4-7 >762 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.27 4-7 >347 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.30 4-7 >307 240 Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=175(LC 12)
Max Uplift 3=-172(LC 12),2=-223(LC 12),4=-11(LC 12)
Max Grav 3=193(LC 17),2=342(LC 1),4=136(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=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 7-8-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.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 172 lb uplift at joint 3,223 lb uplift at
joint 2 and 11 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Lee,Julius, 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.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758959
M11412 KJ8 MONO TRUSS 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:52 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-deMgl ibgmKzM36w49mm8c9ham2aGMfQUdFrvgjznDGj
-1-5-0 7-2-7 11-3-0
1-5-0 7-2-7 4-0-9
Scale4=1:
2.83 12 3x4 12
3
11
10
2
13 14 6 15
2x3
3x4= 3x4=
5
7-2-7 11-0-12 1 -3 0
7-2-7 3-10-5 -2-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) -0.05 6-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) -0.04 6-9 >999 240 Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-11-5,5=Mechanical
Max Horz 2=178(LC 8)
Max Uplift 4=-102(LC 8),2=-187(LC 8),5=-118(LC 8)
Max Grav 4=90(LC 1),2=462(LC 1),5=406(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-866/230
BOT CHORD 2-6=-234/833,5-6=-234/833
WEBS 3-6=0/287,3-5=-913/257
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.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 102 lb uplift at joint 4,187 lb uplift at
joint 2 and 118 lb uplift at joint 5.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 58 lb up at This item has been
2-11-0,39 lb down and 58 lb up at 2-11-0,8 lb down and 101 lb up at 5-8-15,8 lb down and 101 lb up at 5-8-15,and 42 lb down electronically signed and
and 143 lb up at 8-6-14,and 42 lb down and 143 lb up at 8-6-14 on top chord,and 47 lb down and 28 lb up at 2-11-0,47 lb down sealed by Lee,Julius, PE
and 28 lb up at 2-11-0,47 lb down at 5-8-15,47 lb down at 5-8-15,and 31 lb down and 14 lb up at 8-6-14,and 31 lb down and 14 using a Digital Signature.
lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Printed copies Of this
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p
document are not considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads
Vert:1-4=-54,5-7=-20 on any electronic copies.
=-
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:10=80(F=40,B=40)11=-2(F=-1,B=-1)12=-83(F=-42,B=-42)13=14(F=7,B=7)14=-20(F=-10,B=-10)15=-50(F=-25, MiTek USA,Inc.FL Cert 6634
B=-25) 6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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 CARLTON 299
T22758960
M11412 KJA8 MONO TRUSS 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 11:13:53 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-5gw2V2cSXd5DhGVGj U HN8N EleRwo56gervbSC9znDGi
-1-5-0 6-10-0 11-0-3
1-5-0 6-10-0 4-2-3
Scale=1:19.9
4
2.83 12 12
3x4
3
11
10
2 7-71
13 14 6 15 5
2x3
3x4= 3x4=
6-10-0 11-0-3
6-10-0 4-2-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.06 6-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.08 6-9 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-11-5,5=Mechanical
Max Horz 2=175(LC 8)
Max Uplift 4=-107(LC 8),2=-321(LC 8),5=-202(LC 5)
Max Grav 4=106(LC 1),2=447(LC 1),5=385(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-846/526
BOT CHORD 2-6=-520/815,5-6=-520/815
WEBS 3-6=0/268,3-5=-884/565
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 107 lb uplift at joint 4,321 lb uplift at
joint 2 and 202 lb uplift at joint 5.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 58 lb up at This item has been
2-11-0,39 lb down and 58 lb up at 2-11-0,8 lb down and 101 lb up at 5-8-15,8 lb down and 101 lb up at 5-8-15,and 42 lb down electronically signed and
and 143 lb up at 8-6-14,and 42 lb down and 143 lb up at 8-6-14 on top chord,and 31 lb up at 2-11-0,31 lb up at 2-11-0,10 lb sealed by Lee,Julius, PE
down and 30 lb up at 5-8-15,10 lb down and 30 lb up at 5-8-15,and 31 lb down and 14 lb up at 8-6-14,and 31 lb down and 14 lb using a Digital Signature.
up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. copies Of this
C
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document Printed rated are not considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads
Vert:1-4=-54,5-7=-20 on any electronic copies.
=-
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:10=80(F=40,B=40)11=-2(F=-1,B=-1)12=-83(F=-42,B=-42)13=14(F=7,B=7)14=-20(F=-10,B=-10)15=-50(F=-25, MiTek USA,Inc.FL Cert 6634
B=-25) 6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI 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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