HomeMy WebLinkAboutTruss Cutsheets - Gemini(1) 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: M11495 - GEMINI W/COFFER MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T Fl-33.61Q-4115
Customer Info: Wynne Development Project Name: The Gemini with coffer Model: �i��eminl with coffer
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: ASCE 7-16 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 25 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 T24721952 A 7/19/21 15 T24721966 J6C 7/19/21
2 T24721953 Al 7/19/21 16 T24721967 J7 7/19/21
3 T24721954 A2 7/19/21 17 T24721968 J8 7/19/21
4 T24721955 A3 7/19/21 18 T24721969 J8C 7/19/21
5 T24721956 A4 7/19/21 19 T24721970 KJ6 7/19/21
6 T24721957 A5 7/19/21 20 T24721971 KJ7 7/19/21
7 T24721958 B1 7/19/21 21 T24721972 KJ8 7/19/21
8 T24721959 BHA 7/19/21 22 T24721973 KJ8C 7/19/21
9 T24721960 GRA 7/19/21 23 T24721974 MV2 7/19/21
10 T24721961 GRB 7/19/21 24 T24721975 MV4 7/19/21
11 T24721962 J2 7/19/21 25 T24721976 MV6 7/19/21
12 T24721963 J4 7/19/21
13 T24721964 J4C 7/19/21
14 T24721965 J6 7/19/21
This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s)referenced above have been prepared by � %001 N v
MiTek USA,Inc.under my direct supervision based on the parameters � •,••�G•E•N 9 . J*��
provided by Chambers Truss. �' F
• No 68182 .
Truss Design Engineer's Name: Velez, Joaquin _ * •:* -
My license renewal date for the state of Florida is February 28,2023.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F
that the engineer named is licensed in the jurisdiction(s)identified and that the ��t` P•:���
designs comply with ANSI/TPI 1. These designs are based upon parameters � �` '• O R \O.• N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i SS' ••• ��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or ��'11 11O N A;
TRENCO's customers file reference purpose only,and was not taken into account in the
01
preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE No.68182
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
July 19,2021
Velez,Joaquin 1 of 1
Job Truss Truss Type Qty Ply GEMINI W/COFFER
T24721952
M11495 A Common 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:05 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-AFy9j_MZIZZsAAIWOayLIdECWJNPyXfXzw92SBywYLG
T1-0-q 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 q6-0-q
1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 1-0-0
Scale=1:59.3
4.00 12 5x6=
6
2728 2930
3x6% 5 7 3x6
4 8
3 9
26 31
`01 2 10 11 in
IM
17 16 15 32 33 14 13 12
4x5— 5x6 WB= 5x6 WB= 4x5=
4x8= 4x8=
8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0
8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0
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) -0.42 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.78 14-15 >542 240
BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.33 14-15 >999 240 Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-1 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=162(LC 11)
Max Uplift 2=-750(LC 12),10=-750(LC 12)
Max Grav 2=1538(LC 19),10=1538(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3807/2348,3-5=-3192/1942,5-6=-3193/2056,6-7=-3193/2056,7-9=-3192/1942,
9-10=-3807/2348
BOT CHORD 2-17=-2087/3611,15-17=-2087/3611,14-15=-1138/2322,12-14=-2095/3582,
10-12=-2095/3582
WEBS 6-15=-666/1141,6-14=-666/1141,5-15=-253/249,7-14=-253/249,3-15=-753/641,
9-14=-754/641
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=45ft;L=24ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-6-0,Exterior(2R)
17-6-0 to 20-6-0,Interior(1)20-6-0 to 36-0-0 zone;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)150.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. electronically signed and
5)All plates are 3x4 MT20 unless otherwise indicated. Sealed by Velez,Joaquin, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies Of this
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) document are not considered
2=750,10=750. signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721953
M11495 Al Roof Special 10 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 Mil Industries,Inc. Mon Jul 19 09:14:06 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-eRWXwKNCWshjoKKialTargmK6jjahyEgBaub_dywYLF
1-0- 7-2-10 13-7-8 17-6-0 23-0-1 2-11-2 26-0-0 35-0-0 6-0-
1-0-0 7-2-10 6-4-14 3-10-8 5-6-1 0-11-1 2-0-4 9-0-0 1-0-0
Scale=1:64.7
5x12 MT18HS=
4.00 12
6
3x4 3x4 11
4x6 5 24 25 5x8 MT18HS
7 8 3x4
3x4 4 9
3
3x4 1 23 26
3x4 I I
� 1 2 12 10 11 N
28 7x10 MT18HS= IM
0 27 0
14 13
3x6— 3x4 11 5x12 MT18HS= 3x10=
2.00 12
7-2-10i 13-7-8 17-6-0 23-11-12 35-0-0
7-2-10 6-4-14 3-10-8 6-5-12 11-0-4
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[8:0-4-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.90 12-13 >466 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.62 12-13 >259 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.37 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.74 12 >565 240 Weight:160 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied.
1-4,8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP M 30*Except* WEBS 1 Row at midpt 6-12
10-12:2x4 SP M 31
WEBS 2x4 SP No.3*Except*
6-12:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=162(LC 11)
Max Uplift 2=-825(LC 12),10=-825(LC 12)
Max Grav 2=1458(LC 19),10=1459(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3675/2655,3-5=-2859/2121,5-6=-2838/2251,6-7=-5899/4297,7-9=-5885/4175,
9-10=-6193/4447
BOT CHORD 2-14=-2396/3499,13-14=-2396/3499,12-13=-1536/2426,10-12=-4125/5928
WEBS 3-14=0/262,3-13=-916/719,5-13=-285/379,7-12=-219/329,6-13=-405/647,
6-12=-2601/3796,9-12=-377/427
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=45ft;L=24ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-6-0,Exterior(2R)
17-6-0 to 20-6-0,Interior(1)20-6-0 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 This item has been
plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component.
4)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Signed and Sealed and the
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. signature must be verified
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) on any electronic copies.
2=825,10=825. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721954
M11495 A2 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:08 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-agdH LOPS2UxR1 dT5hjV2wFsjfW N09txzfuNi2 WywYLD
11-0-q 2-2-0 4-0-0 7-0-0 11-10-0 13-7-8 16-0-0 19-0-0 23-11-12 26-6-2 29-0-0 35-0-0 $6-0-Q
1-0-0 2-2-0 1-10-0 3-0-0 4-10-0 1-9-8 2-4-8 3-0-0 4-11-12 2-6-6 2-5-14 6-0-0 1-0-0
Scale=1:62.3
4.00 12 5x8= 5x6=
8 9
4x6
4x6 36 7 10 5x8 MT18HS
6 11
34 4 5 12
35 37
3 16
"I 2 13 14 N o0
17 7x8 MT18HS= 15 TM
0 23 22 0 20 19 18 4x10= o
4x12= 5x6=
7x8= 3x6=
4x10
3x10= =
2.00 12
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 4-0-0 11-10-0 13-7-8 , 16-0-0 19-0-0 23-11-12 29-0-0 35-0-0
2-2-0 1-10-0 3-0-0 4-10-0 1-9-8 2 4-8 3-0-0 4-11-12 5-0 4 6-0-0
Plate Offsets(X,Y)-- [2:0-9-6,0-0-8],[3:0-2-8,0-0-8],[6:0-3-0,Edge],[8:0-5-4,0-2-8],[11:0-4-0,Edge],[13:0-2-10,Edge],[19:0-3-0,Edge],[21:0-2-4,0-4-12]
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 0.68 Vert(LL) -0.59 16 >711 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.10 15-16 >382 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.48 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.82 16 >512 240 Weight:217 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
3-21:2x6 SP 240OF 2.OE,7-20:2x4 SP No.3 WEBS 1 Row at midpt 10-17
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-24,14-25:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,13=0-8-0
Max Horz 2=184(LC 11)
Max Uplift 2=-821(LC 12),13=-825(LC 12)
Max Grav 2=1363(LC 1),13=1350(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-27=-419/383,3-5=-4443/3696,5-7=-3150/2744,7-8=-3111/2855,8-9=-2521/2304,
9-10=-2681/2364,10-12=-5277/4333,12-13=-5784/4673
BOT CHORD 3-22=-3412/4235,21-22=-3412/4235,7-21=-242/382,19-20=-303/432,18-19=-304/438,
17-18=-1739/2303,16-17=-3845/4921,15-16=-4370/5515,13-15=-4356/5500
WEBS 18-21=-1 424/1847,8-21=-939/996,8-18=-367/343,8-17=-390/544,9-17=-490/632,
5-22=-251/469,5-21=-1 370/1125,10-17=-2713/2277,10-16=-1373/1870,12-16=-546/423
NOTES-
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 1 Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 4"o.c.for 4-11-9;starting at 5-11-7 from end at joint 1,nail 1 row(s)at 7"o.c.for 2-0-0.
2)Unbalanced roof live loads have been considered for this design. This Item has been
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=35ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 16-0-0,Exterior(2E) sealed by Velez,Joaquin, PE
16-0-0 to 19-0-0,Exterior(2R)19-0-0 to 23-10-0,Interior(1)23-10-0 to 36-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component. document are not considered
5)Provide adequate drainage to prevent water ponding. signed and Sealed and the
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 3x4 MT20 unless otherwise indicated. Signature must be Verified
8)The Fabrication Tolerance at joint 2=0% on any electronic copies.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182
10)*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 MiTek USA,Inc.FL Cent 6634
will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33810
11)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date:
capacity of bearing surface.
Continued on page 2 July 19,2021
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 GEMINI W/COFFER
T24721954
M11495 A2 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:08 2021 Page 2
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-agdH LOPS2UxR1 dT5hjV2wFsjfW N09txzfuNi2 WywYLD
NOTES-
12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=821,13=825.
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 GEMINI W/COFFER
T24721955
M11495 A3 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:09 2021 Page 1
I D:v3D WvfzbUX9lkXK7230?82yBP1 f-2OBgYMQ4pn3lfn2HFQOHTTOu8wiXuJv6uY7GbyywYLC
11-0-q 2-2-0 , 7-0-0 11-10-0 14-0-0 21-0-0 23-11-12 27-6-2 129-0-0, 35-0-0 $6-0-Q
1-0-0 2-2-0 4-10-0 4-10-0 2-2-0 7-0-0 2-11-12 3-6-6 1-5-14 6-0-0 1-0-0
Scale=1:61.3
5x10
5x6=
4.00 12 7 34 35 8 4x6
6 9
33 36
31 4 5 10 r2
32 37 v
3 14
1 11 12I
o0
2 1 7x8 MT18HS= 13
15 M
d 19 0 4x10= d
20 17 16
4x12= 7x8= 5x8=
4x10=
3x10— 2.00 F12
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 7-0-0 11-10-0 13-7-8 21-0-0 23-11-12 29-0-0 35-0-0
2-2-0 4-10-0 4-10-0 1-9-8 7-4-8 2-11-12 5-0 4 6-0-0
Plate Offsets(X,Y)-- [2:0-9-6,0-0-8],[3:0-2-8,0-0-8],[7:0-6-8,0-2-8],[11:0-2-10,Edge],[18:0-2-12,0-5-0]
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 0.69 Vert(LL) -0.57 14 >732 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.07 13-14 >391 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.47 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.80 14 >527 240 Weight:209 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
3-18:2x6 SP 240OF 2.OE,6-17:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-21,12-22:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=163(LC 11)
Max Uplift 2=-821(LC 12),11=-825(LC 12)
Max Grav 2=1363(LC 1),11=1350(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-24=-406/394,3-5=-4447/3792,5-6=-3143/2793,6-7=-3051/2827,7-8=-3158/2867,
8-9=-3317/2954,9-10=-5260/4528,10-11=-5791/4887
BOT CHORD 3-19=-3507/4240,18-19=-3507/4240,16-17=-439/467,15-16=-1918/2420,
14-15=-4021/4900,13-14=-4586/5521,11-13=-4569/5506
WEBS 16-18=-1467/1943,7-18=-1196/1354,7-16=-958/859,7-15=-708/940,8-15=-565/775,
5-19=-249/463,5-18=-1386/1186,9-15=-2244/1976,9-14=-1465/1838,10-14=-569/447
NOTES-
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 1 Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 4"o.c.for 4-11-9;starting at 5-11-7 from end at joint 1,nail 1 row(s)at 7"o.c.for 2-0-0.
2)Unbalanced roof live loads have been considered for this design. This Item has been
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=35ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 14-0-0,Exterior(2R) sealed by Velez,Joaquin, PE
14-0-0 to 18-11-6,Interior(1)18-11-6 to 21-0-0,Exterior(2R)21-0-0 to 25-11-6,Interior(1)25-11-6 to 36-0-0 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component. document are not considered
5)Provide adequate drainage to prevent water ponding. Signed and Sealed and the
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 3x4 MT20 unless otherwise indicated. signature must be Verified
8)The Fabrication Tolerance at joint 2=0% on any electronic copies.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182
10)*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 MiTek USA,Inc.FL Cent 6634
will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33810
11)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date:
capacity of bearing surface.
Continued on page 2 July 19,2021
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 GEMINI W/COFFER
T24721955
M11495 A3 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:09 2021 Page 2
I D:v3D WvfzbUX9lkXK7230?82yBP1 f-2OBgYMQ4pn3lfn2HFQOHTTOu8wiXuJv6uY7GbyywYLC
NOTES-
12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=821,11=825.
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 GEMINI W/COFFER
T24721956
M11495 A4 HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:11 2021 Page 1
I D:v3DWvfzbUx9l kXK7230?82yBP 1 f-?PJQz2RKKPJOu5CgNr21Yu UA6kVXMBZPLscMfrywYLA
11-0-q 2-2-0 7-1-0 , 12-0-0 17-6-0 23-0-0 24-8-0 28-7-2 $9-5-2 35-0-0 36-0-Q
1-0-0 2-2-0 4-11-0 4-11-0 5-6-0 5-6-0 1-8-0 3-11-2 10- 5-6-14 1-0-0
Scale=1:61.4
5x6=
5x8
4.00 12 5 326 33 7 8
4 34
9
31 r7
35 v
3
�1 2 10 11 0 0
18E11tM I�
0 19 0
20 7 x8 17 16 15 14 13 36 12 37
3x10= 4x12= 4x8= 3x6= 3x5=
6x8=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 7-1-0 11-1%0 17-6-0 23-0-0 24-8-0 29-5-2 35-0-0
2-2-0 4-11-0 4-9-0 5-8-0 5-6-0 1-8-0 4-9-2 5-6-14
Plate Offsets(X,Y)-- [2:0-8-14,0-0-4],[3:0-5-0,0-2-0],[7:0-5-4,0-2-8],[10:0-1-10,Edge],[13:0-3-8,0-3-0],[18:0-2-12,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.28 20 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.52 20 >568 240
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.36 20 >812 240 Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
5-7:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing.
BOT CHORD 2x4 SP M 30*Except*
3-18:2x6 SP 240OF 2.OE,5-17:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0,13=0-8-0
Max Horz 2=-141(LC 10)
Max Uplift 2=-588(LC 12),10=-481(LC 12),13=-1001(LC 12)
Max Grav 2=991(LC 21),10=486(LC 22),13=1285(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-24=-291/274,3-4=-2945/2352,4-5=-1785/1452,5-6=-1630/1420,6-7=-1255/1071,
7-8=-477/287,8-9=-386/106,9-10=-742/1255
BOT CHORD 3-19=-2115/2795,18-19=-2115/2795,5-18=-144/344,16-17=-199/330,15-16=0/338,
13-15=0/349,12-13=-1081/679,10-12=-1081/679
WEBS 16-18=-563/948,6-18=-387/448,6-16=-617/688,7-16=-1118/1208,7-15=-392/515,
4-19=-230/466,4-18=-1242/1077,8-13=-640/670,9-13=-354/1395,9-12=-581/138
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=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 12-0-0,Exterior(2R)
12-0-0 to 16-11-6,Interior(1)16-11-6 to 23-0-0,Exterior(2R)23-0-0 to 27-11-6,Interior(1)27-11-6 to 36-0-0 zone;porch right This item has been
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)All plates are 3x4 MT20 unless otherwise indicated. Printed copies Of this
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered
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 signed and sealed and the
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) signature must be verified
2=588,10=481,13=1001. On any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721957
M11495 A5 HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:12 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-TbtoBOSy5iStW FnswYa_550LD7tj5foZaWLwBHYWYL9
11-0-q 2-2-0 7-0-0 10-0-0 11-10-0 18-5-0 25-0-0 29-7-2 35-0-0
1-0-0 2-2-0 4-10-0 3-0-0 1-10-0 6-7-0 6-7-0 4-7-2 5-4-14 -0-0
Scale=1:61.3
5x8= 5x12 MT18HS=
4.00 F12
5 33 6 34 7 35 36 37 8
4 3x5
32 938 031 39 r
3
�1 2 10 11 P o
17 IM If?
0 19 18 d 0
20 44= 16= 15 14 13 12 40 41
3x8= 4x10= 6x8 410= 4x6= 3x5=
6x8=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 7-0-0 10-0-0 11-10-0 18-5-0 24-8-0 25rq-0 29-7-2 35-0-0
2-2-0 4-10-0 3-0-0 1-10-0 6-7-0 6-3-0 0-4-0 4-7-2 5-4-14
Plate Offsets(X,Y)-- [2:0-6-14,0-0-0],[5:0-54,0-2-8],[8:0-9-0,0-2-8],[17:0-2-12,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.22 20 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.41 20 >727 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.28 20 >999 240 Weight:191 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30'Except' BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing.
3-17:2x6 SP 240OF 2.OE,6-16:2x4 SP No.3 WEBS 1 Row at midpt 8-15
WEBS 2x4 SP No.3*Except*
8-13:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,13=0-8-0,10=0-8-0
Max Horz 2=119(LC 11)
Max Uplift 2=-469(LC 12),13=-1413(LC 12),10=-414(LC 10)
Max Grav 2=775(LC 21),13=2061(LC 1),10=20(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-2061/1568,4-5=-1266/951,5-6=-1140/894,6-7=-1146/913,8-9=-1558/1680,
9-10=-267/1352
BOT CHORD 3-19=-1359/1944,18-19=-1359/1944,17-18=-661/1185,6-17=-264/380,
13-15=-1677/1819,12-13=-1226/326,10-12=-1226/326
WEBS 5-18=-302/407,15-17=-84/274,7-17=-967/1033,7-15=-801/862,8-15=-1742/2011,
8-13=-1729/1671,9-13=-638/1810,4-19=-236/418,4-18=-915/821,9-12=-726/213
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=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 10-0-0,Exterior(2R)
10-0-0 to 14-11-6,Interior(1)14-11-6 to 25-0-0,Exterior(2R)25-0-0 to 29-11-6,Interior(1)29-11-6 to 36-0-0 zone;porch right This item has been
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component.
4)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. document are not considered
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
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
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 100 lb uplift atjoint(s)except Qt=lb) on any electronic copies.
2=469,13=1413,10=414. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721958
M11495 B1 Roof Special 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:13 2021 Page 1
I D:v3DWvfzbUx9l kXK7230?82yBP 1 f-xoRAOkTbsOak7OM2UG5DdJzwhX6OgHRioA5TkjywYL8
1-0-0 , 2-2-0 7-0-0 11-10-0 14-0-0
1-0-0 2-2-0 4-10-0 4-10-0 2-2-0
Scale=1:25.1
5x6=
4
4.00 12
17 18
19
2x3 11 2
1 3 x8= 8 5x10 5 r o
I� to
Mo
2x3
9 7 3x4=
3x4=
3x5= 3x6=
2-2-0 7-0-0 11-10-0 14-0-0
2-2-0 4-10-0 4-10-0 2-2-0
Plate Offsets(X,Y)-- [2:0-3-6,Edge],[3:0-6-0,0-2-2],[5:0-3-4,0-24],[6:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.33 5-8 >516 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.61 5-8 >277 240
BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.33 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.52 3-8 >322 240 Weight:50 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing.
3-9,5-7:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=71(LC 11)
Max Uplift 6=-295(LC 12),2=-380(LC 12)
Max Grav 6=516(LC 1),2=574(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-15=411/445,3-4=-1290/1325,4-5=-1290/1355,5-6=419/462
BOT CHORD 3-9=-402/410,3-8=-1174/1220,5-8=-1175/1220,5-7=-421/427
WEBS 4-8=-226/367
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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-4,Interior(1)2-04 to 7-0-0,Exterior(2R)7-0-0
to 10-0-0,Interior(1)10-0-0 to 14-0-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and
will fit between the bottom chord and any other members. sealed by Velez,Joaquin, PE
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
6=295,2=380. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721959
M11495 BHA ROOF SPECIAL GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:17 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-pZghE5W5wF49cOfpj699o9j I F8UImx9ljn3htUywYL4
15-6-0 19-10-10 23-6-0 30-0-3
-1-0-o! 4-11-13 5r6-ib 7-0-0 9-6-0 11-6-0 13-6-0 111-6 17-6-0 19-6-0 21-6-0 23-2-0 25-6-025r10-2 28-0-0 29-S1 32-10-0 35-0-0 36-0-Oi
1-0-0 4-11-13 -7- 1-5-1 2-6-0 2-0-0 2-0-0 1-7-60 -0 2-0-0 2-0-0 0--01-7-6 1-8-0 0-410 2-
Scale 2-1-14 1-5-1 -7- 2-9-13 2-2-0
Scale=1:61.5
5x6=
4.00 12
14 17
1
9 46 20
7x10% 7 23 7x10
5 3x6 25
54 4 10 1 18 19 21 22 4 27 4x4
3 28
N 16
17
30
a �1 2
LLJ
>�Io
6 39 47 48 38 49 37 50 51 52 36 53 35 33 32 31 0
5x6= 6x8— 5x8= 5x8= 4x5=
3x5= 4x5 11
30-0-3
SB-15 7-0-0 10-4-3 15-1-6 19-10-10 23-2-0 24-7-13 28-0-0 29-51 32-10-0 35-0-0
5-6-15 1-5-1 3-4-3 4-9-3 4-9-3 3-3-6 1-5-13 3-4-3 1-5-1 -7- 2-9-13 2-2-0
Plate Offsets(X,Y)-- [4:0-3-8,Edge],[27:0-3-8,0-0-0],[29:0-7-2,0-0-0],[29:0-6-13,Edge],[30:0-24,0-0-0],[34:0-2-8,0-3-0],[36:0-3-8,0-3-0],[38:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.28 37 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.55 37 >753 240
BCLL 0.0 * Rep Stress Incr NO WB 0.73 Horz(CT) 0.18 30 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.48 37 >863 240 Weight:445 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
27-30:2x6 SP 240OF 2.0E Except:
BOT CHORD 2x4 SP M 30 1 Row at midpt 4-18
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-04 oc bracing.
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):18,21,24,12,9,7,5
REACTIONS. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
(size) 2=0-8-0,30=0-8-0 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Horz 2=163(LC 7) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
Max Uplift 2=-1479(LC 8),30=-1001(LC 8) GABLE END DETAILS AS APPLICABLE,OR CONSULT
Max Grav 2=2092(LC 1),30=1682(LC 1) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 4-5=-2526/1462,5-7=-2468/1468,7-9=-2458/1494,9-12=-2417/1501,12-14=-2353/1510,
14-17=-2366/1524,17-20=-2453/1533,20-23=-2472/1502,23-25=-2441/1442,
25-27=-2492/1436,2-3=-5696/3964,34=-5772/4070,27-28=-5720/3438,
28-29=-6438/3839,29-30=-726/455,4-6=-2772/1996,6-8=-2772/1996,8-10=-2772/1996,
10-11=-2772/1996,11-13=-2041/1428,13-15=-2041/1428,15-18=-2041/1428,
18-19=-2041/1428,19-21=-3340/2182,21-22=-3340/2182,22-24=-3463/2251,
24-26=-3463/2251,26-27=-3463/2251
BOT CHORD 2-39=-3691/5362,38-39=-3786/5541,37-38=-2600/4344,36-37=-2600/4344,
35-36=-319/541,33-34=-3134/5362,32-33=-3708/6303,29-32=-3707/6303
WEBS 4-39=435/572,27-33=-236/517,14-15=-575/890,3-39=-224/357,4-38=-530/696,
11-38=-714/917,27-34=-315/439,19-34=-868/1633,29-31=-413/705,22-34=406/265,
34-36=-2307/3846,28-33=-960/600
This item has been
NOTES- electronically signed and
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Sealed by Velez,Joaquin, PE
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. using a Digital Signature.
Webs connected as follows:2x4-1 row at 0-9-0 oc. Printed copies Of this
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to document are not considered
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Signed and sealed and the
3)Unbalanced roof live loads have been considered for this design. nature must be verified
4)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=5ft;Cat. signature
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 on any electronic copies.
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE No.68182
to the use of this truss component. MiTek USA,Inc.FL Cent 6634
6)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33810
7)All plates are 3x4 MT20 unless otherwise indicated. Date:
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. July 19,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply GEMINI W/COFFER
T24721959
M11495 BHA ROOF SPECIAL GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:17 2021 Page 2
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-pZghE5W5wF49cOfpj699o9j I F8UImx9ljn3htUywYL4
NOTES-
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members.
10)Bearing at joint(s)30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=1479,30=1001.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 150 lb up at 7-0-0,and 151 lb down and 174 lb up at
20-11-4 on top chord,and 484 lb down and 637 lb up at 7-0-0,84 lb down and 32 lb up at 8-0-12,84 lb down and 32 lb up at 10-0-12,84 lb down and 32 lb up at
12-0-12,84 lb down and 32 lb up at 14-0-12,84 lb down and 32 lb up at 16-0-12,84 lb down and 32 lb up at 18-0-12,and 84 lb down and 32 lb up at 18-11-4,and 84 lb
down and 32 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:4-14=-54,14-27=-54,35-41=-20,1-4=-54,27-30=-54,30-31=-20,29-34=-20
Concentrated Loads(lb)
Vert:38=-68(F)39=-484(F)46=-111(F)47=-68(F)48=-68(F)49=-68(F)50=-68(F)51=-68(F)52=-68(F)53=-68(F)54=-19(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 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 GEMINI W/COFFER
T24721960
M11495 GRA HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:22 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-AWUaHoaElniSjnYn WflKVCR4N9EtRHsl t3mSYiywYL?
11-0-q 2-2-0 , 4-8-0 8-0-0 11-10-0 14-0-0 19-3-8 24-5-0 27-0-0 30-7-2 35-0-0 $6-0-9
1-0-0 2-2-0 2-6-0 3-4-0 3-10-0 2-2-0 5-3-8 5-4-8 2 4-0 3-7-2 4-4-14 -0-0
Scale=1:61.3
3x5=
5x8= 5x8=
4.00 12 3x6= Sx6=
5 36 37 6 7 38 398 940 41 42 43 10 11
4 > 12
T. t::�_ r
13 14
1 �
2 22 fM I�
0 24 23 44 d 0
25 4x4= 21 20 45 46 19 4748 49 18 17 16 15
4 25 = 5x12 4x8= 3x10=
3x8= 3x6= 3x5
6x8=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 4-8-0 8-0-0 11-10-0 14-0-0 19-3-8 24-8-0 27-0-0 30-7-2 35-0-0
2-2-0 2-6-0 3-4-0 3-10-0 2-2-0 5-3-8 5-4-8 2 4-0 3-7-2 4 4-14
Plate Offsets(X,Y)-- [2:0-6-14,0-0-0],[5:0-54,0-2-8],[11:0-54,0-2-8],[19:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.21 25 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.39 25 >755 240
BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.10 17 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.31 25 >966 240 Weight:381 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
5-8,8-11:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x4 SP M 30*Except*
3-22:2x6 SP 240OF 2.OE,6-21:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
9-20,10-19:2x4 SP M 30,10-17:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,17=0-8-0,13=0-8-0
Max Horz 2=98(LC 7)
Max Uplift 2=-976(LC 8),17=-3890(LC 8),13=-870(LC 17)
Max Grav 2=1523(LC 17),17=5290(LC 1),13=390(LC 7)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-29=436/319,3-4=-6018/3695,4-5=-4634/2903,5-6=4117/2601,6-7=-4013/2530,
7-9=-2787/1773,9-10=-292/271,10-11=-2986/4680,11-12=-1706/3221,
12-13=-1125/2852
BOT CHORD 3-24=-3432/5739,23-24=-3432/5739,22-23=-2647/4462,6-22=-265/242,20-21=407/624,
19-20=-219/422,17-19=4680/3168,16-17=-3014/1715,15-16=-2687/1130,
13-15=-2687/1130
WEBS 4-24=-287/569,4-23=-1415/863,5-23=-655/1209,5-22=-408/258,20-22=-1304/2349,
7-22=-986/1622,7-20=-1735/1221,9-20=-1876/2919,9-19=-2098/1560,
10-19=-3470/5411,10-17=-3038/2098,11-17=-2593/2224,11-16=-1047/873,
12-16=-660/691
This item has been
NOTES- electronically signed and
1)2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: Sealed by Velez,Joaquin, PE
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. using a Digital Signature.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Printed copies Of this
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to document are not considered
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Signed and Sealed and the
3)Unbalanced roof live loads have been considered for this design. nature must be verified
4)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=35ft;eave=5ft;Cat. signature
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 on any electronic copies.
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE No.68182
to the use of this truss component. MiTek USA,Inc.FL Cent 6634
6)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33810
7)All plates are 3x4 MT20 unless otherwise indicated. Date:
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. July 19,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply GEMINI W/COFFER
T24721960
M11495 GRA HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:22 2021 Page 2
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-AW UaHoaElniSjnYn WflKVCR4N9EtRHsl t3mSYiywYL?
NOTES-
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=976,17=3890,13=870.
11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)214 lb down and 320 lb up at 8-0-0,123 lb down and 171 lb up at
10-0-12,138 lb down and 193 lb up at 12-0-12,138 lb down and 193 lb up at 14-0-12,138 lb down and 193 lb up at 16-0-12,138 lb down and 193 lb up at 17-6-0,138
lb down and 193 lb up at 18-11-4,138 lb down and 193 lb up at 20-11-4,138 lb down and 193 lb up at 22-11-4,and 138 lb down and 193 lb up at 24-11-4,and 288 lb
down and 262 lb up at 27-0-0 on top chord,and 570 lb down and 387 lb up at 8-0-0,102 lb down and 53 lb up at 10-0-12,101 lb down and 32 lb up at 11-11-12,101 lb
down and 32 lb up at 14-0-12,101 lb down and 32 lb up at 16-0-12,101 lb down and 32 lb up at 17-6-0,101 lb down and 32 lb up at 18-11-4,101 lb down and 32 lb up
at 20-11-4,and 101 lb down and 32 lb up at 22-11-4,and 732 lb down and 797 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s)is
the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-54,5-11=-54,11-14=-54,25-28=-20,3-22=-20,21-33=-20
Concentrated Loads(lb)
Vert:5=-167(B)11=-91(B)22=-78(B)6=-138(B)23=-570(B)20=-78(B)7=-138(B)10=-138(B)16=-732(B)36=-123(B)38=-138(B)39=-138(B)40=-138(13)
41=-138(B)42=-138(13)44=-96(B)45=-78(B)46=-78(B)47=-78(B)48=-78(B)49=-78(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 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 GEMINI W/COFFER
T24721961
M11495 GRB HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:24 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-6vbKiUbUGOyAy5iAd4noadW RozsCvGiKKNFYcbywYKz
1-0-0 2-2-0 , 6-0-0 8-0-0 11-10-0 14-0-0 15-0-0
1-0-0 2-2-0 3-10-0 2-0-0 3-10-0 2-2-0 1-0-0
Scale=1:28.1
4x8=
4x4
4.00 F12 4 5
A
N
2x3 II 2 7 2x3 i
1
x8 11 10 5x8 8 T�lco
d
0 12 2x3 3x4= 9
3x4 11 3x4 11
3x5= 3x5=
2-2-0 6-0-0 8-0-0 11-10-0 14-0-0
2-2-0 3-10-0 2-0-0 3-10-0 2-2-0
Plate Offsets(X,Y)-- [2:0-2-14,Edge],[3:0-2-8,0-2-4],[4:0-5-4,0-2-0],[6:0-2-8,0-2-4],[7:0-2-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.26 3-11 >639 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 3-11 >345 240
BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(CT) 0.28 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.39 3-11 >430 240 Weight:113 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
4-5:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP M 30*Except*
3-12,6-9:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=-61(LC 6)
Max Uplift 2=-678(LC 8),7=-678(LC 8)
Max Grav 2=994(LC 1),7=994(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-16=-750/509,3-4=-3138/2011,4-5=-3073/2014,5-6=-3143/2014,6-7=-750/509
BOT CHORD 2-12=-160/271,3-12=-415/711,3-1 1=-1835/301 1,10-11=-1869/3068,6-10=-1837/3016,
6-9=-415/711,7-9=-160/271
WEBS 4-11=-297/546,5-10=-298/545
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-8-0 oc,Except member 10-4 2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. This Item has been
3)Unbalanced roof live loads have been considered for this design. electronically signed and
4)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat. sealed by Velez,Joaquin, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature.
to the use of this truss component. Printed copies Of this
6)Provide adequate drainage to prevent water ponding. document are not considered
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed and sealed and the
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
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 100 lb uplift atjoint(s)except Qt=lb) on any electronic copies.
2=678,7=678. Joaquin Velez PE No.68182
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)109 lb down and 199 lb up at MiTek USA,Inc.FL Cent 6634
6-0-0,and 109 lb down and 199 lb up at 8-0-0 on top chord,and 281 lb down and 225 lb up at 6-0-0,64 lb down and 45 lb up at 6904 Parke East Blvd.Tampa FL 33810
6-0-12,and 64 lb down and 45 lb up at 7-11-4,and 281 lb down and 225 lb up at 8-0-0 on bottom chord. The design/selection of Date:
such connection device(s)is the responsibility of others. July 19,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply GEMINI W/COFFER
T24721961
M11495 GRB HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:24 2021 Page 2
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-6vbKiUbUGOyAy5iAd4noadW RozsCvGiKKNFYcbywYKz
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-4=-54,4-5=-54,5-6=-54,6-8=-54,12-15=-20,3-6=-20,9-18=-20
Concentrated Loads(lb)
Vert:4=-77(B)5=-77(B)11=-345(B=-64)10=-345(B=-64)
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 GEMINI W/COFFER
T24721962
M11495 J2 JACK-OPEN 10 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:25 2021 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1f-a59jvgc61 i41 aEHMBnJ16r3kwNNrekaTZ1?681 ywYKy
-1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 12
2
0
N
2x3 11
0
1
4
N
O
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 0.19 Vert(LL) 0.00 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 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=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.
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,4=Mechanical,3=Mechanical
Max Horz 2=67(LC 12)
Max Uplift 2=-177(LC 12),4=-33(LC 9),3=-39(LC 12)
Max Grav 2=141(LC 1),4=31(LC 3),3=38(LC 1)
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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb)
2=177. This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721963
M11495 J4 JACK-OPEN 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:25 2021 Page 1
ID:v3DWvfzbUx91kXK7230?82yBP1f-a59jvgc61 i41 aEHMBnJ16r3ZWNAHekaTZ1?681 ywYKy
1 0 0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
IM
0
4.00 12
10
n'
N
M
2
1 2x3 I I 9
11 4
3x4=
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-1-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.09 4-8 >523 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 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=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=104(LC 12)
Max Uplift 3=-95(LC 12),2=-242(LC 12),4=-72(LC 12)
Max Grav 3=89(LC 1),2=207(LC 1),4=68(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb)
2=242.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721964
M11495 J4C Jack-Open 6 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:26 2021 Page 1
I D:v3DWvfzbUx9l kXK7230?82yBP 1 f-3lj57AdkoOCuBOsYIVgGf2bnzndVNBgcohkfgTywYKx
1 0 0 2-2-0 4-0-0
1-0-0 2-2-0 1-10-0
Scale=1:11.1
4
4.00 12
2 3
2x3 II 11 x6% o
5 0
1 �
6
3x4
3x4=
2-2-0 4-0-0
2-2-0 1-10-0
Plate Offsets(X,Y)-- [3:0-2-8,0-1-151
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 0.75 Vert(LL) -0.02 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.03 6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MR Wind(LL) 0.05 6 >924 240 Weight:16 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 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=104(LC 12)
Max Uplift 4=-64(LC 12),2=-161(LC 12),5=-22(LC 12)
Max Grav 4=81(LC 1),2=207(LC 1),5=62(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-4,Interior(1)2-0-4 to 3-11-4 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 100 lb uplift at joint(s)4,5 except(jt=lb)
2=161.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721965
M11495 J6 JACK-OPEN 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:27 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-XU HTKWeNZJKIpYQkJCLVCG8_ZAzw6e4mOLU DCvywYKw
1 0 O 6-0-0
1-0-0 6-0-0
Scale=1:14.3
3
M
a
O
4.00 12
9 N M
N
2
2x3 11
1
10 4
6x8
4x5=
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-2-2,Edge],[2:0-0-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.30 4-8 >240 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.09 4-8 >780 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:23 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 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 3=-142(LC 12),2=-315(LC 12),4=-118(LC 12)
Max Grav 3=132(LC 1),2=278(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
3=142,2=315,4=118. This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721966
M11495 J6C Jack-Open 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:28 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-?grrXse?KdTcRi?xswskkThCWal Lr5KvF?DmIMywYKv
1 0 0 2-2-0 6-0-0
1-0-0 2-2-0 3-10-0
Scale=1:14.3
4
4.00 F12
m
N
11
2
2x3 11 3 4 10= O
1 5 0
63x4
3x4=
2-2-0 6-0-0
2-2-0 3-10-0
Plate Offsets(X,Y)-- [3:0-5-4,0-2-0]
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 0.43 Vert(LL) -0.06 3-5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.12 3-5 >609 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MR Wind(LL) 0.17 3-5 >412 240 Weight:22 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 No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-5:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 4=-113(LC 12),2=-193(LC 12),5=-25(LC 12)
Max Grav 4=131(LC 1),2=278(LC 1),5=100(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 3-6=-268/226
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-4,Interior(1)2-0-4 to 5-11-4 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 100 lb uplift at joint(s)5 except(jt=lb)
4=113,2=193. This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721967
M11495 J7 JACK-OPEN 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:28 2021 Page 1
I D:v3DWvfzbUx9l kXK7230?82yBP 1 f-?grrXse?KdTcRi?xswskkTh9DaJbr5KvF?DmIMywYKv
1 0 0 7-0-0
1-0-0 7-0-0
Scale:3/4"=l'
3
4.00 F12
10
9
2x3 11 2
1
4
3x5=
7-0-0
7-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 4-8 >976 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 4-8 >451 240
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) 0.21 4-8 >393 240 Weight:24 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.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 3=-152(LC 12),2=-210(LC 12),4=-12(LC 12)
Max Grav 3=165(LC 1),2=315(LC 1),4=124(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;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 100 lb uplift at joint(s)4 except(jt=lb)
3=152,2=210.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721968
M11495 J8 Jack-Open 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:29 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-TtPDICfd5xbS2sa7QdNzH hDKW_ecaYa3UfzJHoywYKu
8-0-0
8-0-0
Scale=1:17.4
3
4.00 12
10 N
N
N
N
9
2x3 11 2
1
4
3x5=
8-0-0
8-0-0
Plate Offsets(X,Y)-- [2:0-1-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.14 4-8 >694 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.30 4-8 >315 240
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) 0.31 4-8 >306 240 Weight:28 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.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 3=-178(LC 12),2=-228(LC 12),4=-12(LC 12)
Max Grav 3=192(LC 1),2=351(LC 1),4=141(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-11-4 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 100 lb uplift at joint(s)4 except(jt=lb)
3=178,2=228.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721969
M11495 J8C Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:30 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-x3ycyYg FsEjJgO9J_KuCpumV60?zJ?pgJjtpEywYKt
1 0 0 2-2-0 8-0-0
1-0-0 2-2-0 5-10-0
Scale=1:17.5
4
4.00 12
u�
15 N
N
r
N
14
3
2x3 11 23x — o
rl 1 5 0
d 6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
3x5=
2-2-0
Plate Offsets(X,Y)-- [2:0-1-14,0-0-4]
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 0.61 Vert(LL) -0.17 5-13 >572 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.33 5-13 >288 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.38 5-13 >250 240 Weight:29 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*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
3-5:2x4 SP M 31
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 4=-156(LC 12),2=-224(LC 12),5=-33(LC 12)
Max Grav 4=177(LC 1),2=362(LC 1),5=142(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=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-11-4 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 100 lb uplift at joint(s)5 except(jt=lb)
4=156,2=224.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721970
M11495 KJ6 Diagonal Hip Girder 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:31 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-PFW_AthtdYrAIAkWY2PRM6JdQoMG20_MxzSQLhywYKS
1-5-0 2-0-5 2-11 4 5-6-7 8-5-1
1-5-0 2-0-5 0-10-15 2-7-2 2-10-10
Scale=1:19.0
5
2.83 12 2x3=
13
4
N
W
h
2x3 2 3 6; o
1 14 7 6 0
3x4=
8
3x4
3x4=
2-11-4 8-5-1
2-11-4 5-5-13
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.35 8 >283 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.37 8 >272 240
BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(CT) 0.11 6 n/a rile
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
3-8:2x4 SP No.3 7-9-8 oc bracing:3-7.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=141(LC 8)
Max Uplift 5=-52(LC 21),2=-355(LC 8),6=-196(LC 8)
Max Grav 5=53(LC 1),2=425(LC 1),6=309(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-1011/758
BOT CHORD 3-7=-851/1042
WEBS 4-7=-1072/877
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;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 100 lb uplift at joint(s)5 except(jt=lb) This item has been
2=355,6=196. electronically signed and
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 48 lb up at sealed by Velez,Joaquin, PE
2-11-0,26 lb down and 48 lb up at 2-11-0,and 50 lb down and 81 lb up at 5-8-15,and 50 lb down and 81 lb up at 5-8-15 on top
chord,and 6 lb down and 38 lb up at 2-9-8,6 lb down and 38 lb up at 2-9-8,and 33 lb down and 35 lb up at 5-8-15,and 33 lb down using a Digital Signature.
and 35 lb up at 5-8-15 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). 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(plf) on any electronic copies.
Vert:1-3=-54,3-5=-54,8-10=-20,3-6=-20 Joaquin Velez PE No.68182
Concentrated Loads(lb) MiTek USA,Inc.FL Cent 6634
Vert:8=-11(F=-6,B=-6)13=-20(F=-10,B=-10)14=-60(F=-30,B=-30) 6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721971
M11495 KJ7 DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:32 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-tR4M N DhVOszl vJJ i5lxgvJ r woBkFnpOVAdCzu7ywYKr
1-5-0 6-8-12 9-10-1
1-5-0 6-8-12 3-1-5
Scale=1:21.2
4
14 IA
2.83 12 3x4
3
13
N
M
12 M N
N
2x3 11 2
1
15 16 7 17 6
2x3 4x5
3x4= 5
6-8-12 9-10-1
6-8-12 3-1-5
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.12 7-11 >954 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 7-11 >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:40 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 6-11-15 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical
Max Horz 2=161(LC 8)
Max Uplift 4=-129(LC 7),2=-504(LC 8),5=-609(LC 8)
Max Grav 4=95(LC 1),2=509(LC 1),5=512(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-914/926
BOT CHORD 2-7=-986/870,6-7=-986/870
WEBS 3-7=-386/357,3-6=-1007/1141
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;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 100 lb uplift at joint(s)except(jt=lb)
4=129,2=504,5=609. This item has been
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 48 lb up at electronically signed and
2-11-0,26 lb down and 48 lb up at 2-11-0,51 lb down and 112 lb up at 5-8-15,51 lb down and 112 lb up at 5-8-15,and 74 lb down sealed by Velez,Joaquin, PE
and 163 lb up at 8-6-14,and 74 lb down and 163 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 2-11-0,6 lb down and
38 lb up at 2-11-0,21 lb down and 85 lb up at 5-8-15,21 lb down and 85 lb up at 5-8-15,and 57 lb down and 138 lb up at 8-6-14, using a Digital Signature.
and 57 lb down and 138 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of Printed copies of this
others. document are not considered
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signed and Sealed and the
LOAD CASE(S) Standard signature must be verified
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies.
Uniform Loads(plf) Joaquin Velez PE No.68182
Vert:1-4=-54,5-9=-20 MiTek USA,Inc.FL Cent 6634
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33810
Vert:13=-25(F=-13,B=-13)14=-123(F=-61,B=-61)15=-11(F=-6,B=-6)16=-43(F=-21,B=-21)17=-114(F=-57,B=-57) Date:
July 19,2021
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 GEMINI W/COFFER
T24721972
M11495 KJ8 DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:33 2021 Page 1
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-LeekbZi7995UXTuufTSVRX02Bbl zWFzePHxXQZywYKq
1-5-0 6-0-7 8-7-0 11-3-0
1-5-0 6-0-7 2-6-9 2-8-0
Scale=1:21.0
4
3x4
2.83 12 3
13
w
M
t; N
12 N
2x3 2
14 15 7 6
3x4
2x3 11 5
=
4x5
4-4-12 8-7-0 11-3-0
4-4-12 4-2-4 2-8-0
Plate Offsets(X,Y)-- [2:0-3-3,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.41 7-11 >321 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.29 7-11 >459 240
BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(CT) -0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:45 Ib 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 6-4-7 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=179(LC 8)
Max Uplift 4=-57(LC 1),2=-679(LC 8),6=-824(LC 8)
Max Grav 4=107(LC 6),2=581(LC 1),6=682(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-957/1027
BOT CHORD 2-7=-1094/904,6-7=-1094/904
WEBS 3-6=-1172/1419,3-7=-525/449
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) This item has been
2=679,6=824. electronically signed and
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 48 Ib up at sealed by Velez,Joaquin, PE
2-11-0,26 lb down and 48 lb up at 2-11-0,51 lb down and 112 lb up at 5-8-15,51 lb down and 112 Ib up at 5-8-15,and 74 lb down
and 164 lb up at 8-6-14,and 74 Ib down and 164 lb up at 8-6-14 on top chord,and 11 Ib down and 3 lb up at 2-11-0,11 lb down using a Digital Signature.
and 3 lb up at 2-11-0,32 lb down and 27 lb up at 5-8-15,32 lb down and 27 lb up at 5-8-15,and 55 lb down and 80 lb up at 8-6-14 Printed copies of this
,and 55 lb down and 80 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of document are not considered
others. signed and sealed and the
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
signature must be verified
LOAD CASE(S) Standard on any electronic copies.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin Velez PE No.68182
Uniform Loads(plf) MiTek USA,Inc.FL Cent 6634
Vert:1-4=-54,5-9=-20 6904 Parke East Blvd.Tampa FL 33810
Date:
Continued on page 2 July 19,2021
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 GEMINI W/COFFER
T24721972
M11495 KJ8 DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:33 2021 Page 2
I D:v3D WvfzbUx9lkXK7230?82yBP1 f-LeekbZi7995UXTuufTSVRX02Bbl zW FzePHxXQZywYKq
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-1 1 l(F=-55,B=-55)7=-110(F=-55,B=-55)13=-25(F=-13,B=-13)14=-11(F=-6,B=-6)15=-43(F=-21,B=-21)
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 GEMINI W/COFFER
T24721973
M11495 KJ8C Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:34 2021 Page 1
I D:v3 D WvfzbUx91 kXK7230?82yBP 1 f-qq C6ovj mwTD19dT5DAz8_kx5N?JcFeVodxh4y?ywYKp
1-5-0 2-0-5 2-11 4 6-11-6 11-3-0
1-5-0 2-0-5 0-10-15 4-0-2 4-3-10
Scale=1:21.4
5
2.83 12 15
3x4
4
14 w
N
M
ri
N
2x3 2 3 0
Sx10=
16 8 17 7 0
3x4
4x4=
9
3x6= 4x4 11
2-11 4 6-11-6 11-3-0
2-11-4 4-0-2 4-3-10
Plate Offsets(X,Y)-- [2:0-3-15,Edge],[3:0-2-8,0-2-7],[9:Edge,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.38 3-8 >349 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.42 3-8 >318 240
BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:53 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing.
3-9:2x4 SP No.3,3-6:2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=180(LC 8)
Max Uplift 5=-111(LC 8),2=-461(LC 8),6=-306(LC 8)
Max Grav 5=120(LC 1),2=595(LC 1),6=502(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-12=-390/171,3-4=-1768/1121
BOT CHORD 3-9=-333/393,3-8=-1182/1713,7-8=-1186/1718
WEBS 4-8=-235/446,4-7=-1780/1229
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) electronically signed and
5=111,2=461,6=306. sealed by Velez,Joaquin, PE
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 48 Ib up at
2-11-0,26 lb down and 48 lb up at 2-11-0,50 lb down and 81 lb up at 5-8-15,50 lb down and 81 lb up at 5-8-15,and 75 lb down using a Digital Signature.
and 135 lb up at 8-6-14,and 75 Ib down and 135 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 2-9-8,6 lb down and Printed copies of this
38 lb up at 2-9-8,33 lb down and 35 lb up at 5-8-15,33 lb down and 35 Ib up at 5-8-15,and 56 Ib down and 45 lb up at 8-6-14, document are not considered
and 56 lb down and 45 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of signed and sealed and the
others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Signature must be Verified
on any electronic copies.
LOAD CASE(S) Standard Joaquin Velez PE No.68182
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cent 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33810
Vert:1-3=-54,3-5=-54,9-11=-20,3-6=-20 Date:
Continued on page 2 July 19,2021
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 GEMINI W/COFFER
T24721973
M11495 KJ8C Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:34 2021 Page 2
I D:v3 D WvfzbUx91 kXK7230?82yBP 1 f-qq C6ovj mwTD19dT5DAz8_kx5N?JcFeVodxh4y?ywYKp
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:9=-11(F=-6,B=-6)14=-20(F=-10,B=-10)15=-110(F=-55,B=-55)16=-60(F=-30,B=-30)17=-1 1 l(F=-56,B=-56)
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 GEMINI W/COFFER
T24721974
M11495 MV2 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:35 2021 Page 1
I D:v3DWvfzbUX9l kXK7230?82yBP 1 f-IOmV?FkOhnLcmn2HnuU N WyTVRPpc_F3xsbQeUSywYKo
2-0-0
2-0-0
4.00 12 Scale=1:6.1
2
1
3
3x4
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 0.06 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 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) 1=2-0-0,2=2-0-0,3=2-0-0
Max Horz 1=21(LC 12)
Max Uplift 1=-20(LC 12),2=-30(LC 12)
Max Grav 1=41(LC 1),2=30(LC 1),3=22(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=45ft;L=24ft;eave=4ft;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721975
M11495 MV4 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:36 2021 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1f-mDKtDbIOS4TTOxcTKb?c39OYyp7Xjil55FAB1 uywYKn
4-0-0
4-0-0
Scale=1:9.4
2
3x4
4.00 12
1
3
3x4 3x4 II
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 0.52 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:12 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0,3=4-0-0
Max Horz 1=56(LC 12)
Max Uplift 1=-54(LC 12),3=-72(LC 12)
Max Grav 1=109(LC 1),3=109(LC 1)
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=45ft;L=24ft;eave=4ft;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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 GEMINI W/COFFER
T24721976
M11495 MV6 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:14:36 2021 Page 1
ID:v3DWvfzbUx91kXK7230?82yBP1f-mDKtDbIOS4TTOxcTKb?c390ZXp15ji155FAB1 uyvvYKn
6-0-0
6-0-0
3x4 Scale=1:13.2
2
4.00 F12
5
ci
1
3
3x4 3x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:19 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 No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=6-0-0,3=6-0-0
Max Horz 1=94(LC 12)
Max Uplift 1=-90(LC 12),3=-121(LC 12)
Max Grav 1=183(LC 1),3=183(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-176/393
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-10-13 to 3-10-13,Interior(1)3-10-13 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
3=121.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
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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