HomeMy WebLinkAboutTRUSS Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: M11498 - CARLTON W/COFFER MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
mp�, r 3361,0 1
Customer Info: Wynne Development Project Name: The Carlton wih coffer Model: a arton with co er
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 17 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 T24722610 A 7/19/21 15 T24722624 J8C 7/19/21
2 T24722611 A5 7/19/21 16 T24722625 KJ8 7/19/21
3 T24722612 A6 7/19/21 17 T24722626 KJ8C 7/19/21
4 T24722613 A7 7/19/21
5 T24722614 A8 7/19/21
6 T24722615 A9 7/19/21
7 T24722616 GRA 7/19/21
8 T24722617 GRB 7/19/21
9 T24722618 J2 7/19/21
10 T24722619 J4 7/19/21
11 T24722620 J4C 7/19/21
12 T24722621 J6 7/19/21
13 T24722622 J6C 7/19/21
14 T24722623 J8 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 CARLTON W/COFFER
T24722610
M11498 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 09:39:53 2021 Page 1
ID:a3B4PavKnnZweXyJckSFBgyuFUN-r3UMcJ5aBAbDu351 ihjL23LpdJkufdaNwm8znTywXz4
r1-0-q 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0- $5-0-9
1-0-0 6-7-1 03 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0
Scale=1:57.7
4.00 12 5x6=
6 29
28
27 30
4x6 5 7 4x6
4 8
3 9
26
31
"1 2 10 11
17 16 15 32 33 14 13 12 u
0 0
5x6 WB= 3x8= 3x8= 5x6 WB= 4x5=
4x5=
6-7-13i 12-4-13 21-7-3 27-4-3 34-0-0
6-7-13 5-9-0 9-2-7 5-9-0 6-7-13
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[8:0-3-0,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 0.43 Vert(LL) -0.39 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.73 14-15 >560 240
BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:168 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-728(LC 10),10=-728(LC 10)
Max Grav 2=1524(LC 15),10=1524(LC 16)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3821/2465,3-5=-3145/1996,5-6=-3151/2149,6-7=-3151/2149,7-9=-3145/1996,
9-10=-3822/2465
BOT CHORD 2-17=-2201/3726,15-17=-2201/3726,14-15=-1165/2263,12-14=-2201/3603,
10-12=-2201/3603
WEBS 6-14=-708/1180,7-14=-325/369,9-14=-793/635,6-15=-708/1180,5-15=-325/369,
3-15=-792/635
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2R)
13-7-3 to 20-4-13,Interior(1)20-4-13 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)150.01b AC unit load placed on the top chord,17-0-0 from left end,supported at two points,4-0-0 apart. sealed by Velez,Joaquin, PE
5)All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. document are not Considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 728 lb uplift at joint 2 and 728 lb uplift at signed and sealed and the
joint 10. 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 CARLTON W/COFFER
T24722611
M11498 A5 Roof Special 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:54 2021 Page 1
ID:2GIScwwyY5hnGhXVARzUkuyuFUM-JF2kpe6CyUj4VDfDGPEaaGutsj1 H06fX9PtWJvywXz3
1-0-q 7-8-5 1%6-4 , 17-0-0 20 4-8 26-4-0 34-0-0 15-0-Q
`1-0- 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0
Scale:3/16"=l'
5x12 MT18HS=
4.00 12
6
3x4 3x4 11
5x8 MT18HS% 24 7
3x6
3x4 4 5 8 3x4
3 9
3x4 23 25
3x4 11
u� 1 2 14 10 11
r] 5x12 MT18HS= I,
0 0
13 12
5x12= 3x4 11 3x6=
3x12= 2.00 F12
10-6-4 20-4-8 26-4-0 34-0-0
10-6-4 9-10-4 5-11-8 7-8-0
Plate Offsets(X,Y)-- [2:0-4-8,Edge],[4:0-4-0,Edge],[10:0-0-6,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 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Weight:157 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-0-2 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-14
6-14:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-803(LC 10),10=-803(LC 10)
Max Grav 2=1312(LC 1),10=1312(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5529/4532,3-5=-5164/4234,5-6=-5209/4384,6-7=-2424/2247,7-9=-2462/2145,
9-10=-3195/2640
BOT CHORD 2-14=-4189/5266,13-14=-1559/2115,12-13=-2355/2995,10-12=-2355/2995
WEBS 3-14=-355/372,5-14=-293/422,6-14=-2637/3326,6-13=-347/534,7-13=-237/323,
9-13=-786/691,9-12=0/269
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2R)
13-7-3 to 20-6-4,Interior(1)20-6-4 to 31-7-3,Exterior(2E)31-7-3 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)All plates are MT20 plates unless otherwise indicated. sealed by Velez,Joaquin, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
7)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at signature must be verified
joint 10. 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 CARLTON W/COFFER
T24722612
M11498 A6 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:56 2021 Page 1
ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-FeAVEK8SU5zolXpcNgG2ghzCtXjPs?lpcjMdOnywXz1
1-0-1
8-5-14 16-0-0 18-0-0 20-4-8 22-2-0 27-0-0 31-10-0 34-0-0 j.5-0-9
1-0-0 8-5-14 7-6-2 2-0-0 2 4-8 1-9-8 4-10-0 4-10-0 2-2-0 1-0-0
Scale=1:60.6
5x8 MT18HS=
4.00 12 5x8=
4x5
4 5 6
5x8 MT18HS
34 7 35 3x6
3 8
9 10 12
32 r;
N
33 11
21
01 2 12 13
I 7x8 MT18HS
6 19 15 3 0
18 17 14
5x6= 7x10= 5x10
3x12= 2.00 12
10-6-4 16-0-0 18-0-0 20-4-8 22-2-0 210-0 31-10-0 34-0-0
10-6 4 5-5-12 2-0-0 2 4-8 1-9-8 4-10-0 4-10-0 242-0
Plate Offsets(X,Y)-- [2:0-4-8,Edge],[3:0-4-0,0-3-0],[4:0-4-0,0-2-3],[5:0-5-4,0-2-8],[12:0-5-3,0-3-0],[16:0-3-4,0-3-4]
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 0.94 Vert(LL) -0.57 20-21 >714 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.04 20-21 >391 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.47 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.79 20-21 >519 240 Weight:201 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied.
3-4,5-8:2x4 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 4-21
7-17:2x4 SP No.3,11-16:2x4 SP M 31,12-14:2x6 SP No.2
WEBS 2x4 SP No.3*Except*
4-21:2x4 SP M 30
OTHERS 2x4 SP M 31*Except*
1-22,13-23:2x4 SP No.3
LBR SCAB 10-13 2x4 SP M 31 both sides
REACTIONS. (size) 2=0-8-0,12=0-8-0
Max Horz 2=-169(LC 10)
Max Uplift 2=-803(LC 12),12=-799(LC 12)
Max Grav 2=1313(LC 1),12=1326(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5534/4647,34=-5065/4192,4-5=-2318/2151,5-6=-2286/2087,6-7=-2929/2617,
7-9=-2971/2517,9-11=4107/3328,11-12=-364/375
BOT CHORD 2-21=-4329/5269,20-21=-1 760/2366,19-20=-1629/2217,18-19=-1655/2237,
17-18=-382/412,7-16=-292/402,15-16=-3086/3939,11-15=-3086/3939
WEBS 3-21=-539/720,4-21=-2308/2917,4-20=-424/375,5-20=-282/531,6-18=-1030/881,
16-18=-1276/1822,6-16=-1300/1447,9-16=-1249/1024,9-15=-96/330
NOTES- This item has been
1)Attached 8-0-0 scab 10 to 13,both face(s)2x4 SP M 31 with 1 row(s)of 1 Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-0
from end at joint 10,nail 1 row(s)at 7"D.C.for 2-0-0;starting at 4-6-3 from end at joint 10,nail 2 row(s)at 7"D.C.for 3-4-10. electronically Signed and
2)Unbalanced roof live loads have been considered for this design. Sealed by Velez,Joaquin, PE
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=oft;Cat. using a Digital Signature.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 24-13,Interior(1)24-13 to 16-0-0,Exterior(2E) Printed copies of this
16-0-0 to 18-0-0,Exterior(2R)18-0-0 to 22-9-11,Interior(1)22-9-11 to 35-0-0 zone;C-C for members and forces&MWFRS for p
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 document are not considered
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signed and sealed and the
to the use of this truss component. signature must be verified
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated. On any electronic copies.
7)All plates are 3x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cent 6634
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 6904 Parke East Blvd.Tampa FL 33810
will fit between the bottom chord and any other members. Date:
10)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify July 19,2021
rnntizaaerKvi abbeevinq surface.
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 CARLTON W/COFFER
T24722612
M11498 A6 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:56 2021 Page 2
ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-FeAVEK8SU5zolXpcNgG2ghzCtXjPs?lpcjMdOnywXz1
NOTES-
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 799 lb uplift at joint 12.
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 CARLTON W/COFFER
T24722613
M11498 A7 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:57 2021 Page 1
ID:Lcg54J?LuEancmZr4Qb7WMyuFU F-kgktRg94FP5fNgOoxXoHCvW NEx4ObOXzrN6AwEywXzO
11-0-q 7-5-14 14-0-0 20-0-0 22-2-0 27-0-0 31-10-0 34-0-0 $5-0-Q
1-0-0 7-5-14 6-6-2 6-0-0 2-2-0 4-10-0 4-10-0 2-2-0 1-0-0
Scale=1:59.6
5x8 MT18HS=
5x12
4.00 12 4 33 34 5 6
32 35
3 7 8 n
30
a
31 9
18
,n1 2 19 17 10 11 ,n �
7x8 MT18HS= r� j
o 13 3 d
16 15 12
5x6= 7x8— 5x10
3x12= 2.00 12
7-5-14 10-6 4 14-0-0 20 4-8 22-2-0 27-0-0 31-10-0 34-0-0
7-5-14 3-0-6 3-5-12 6-4-8 1-9-8 4-10-0 4-10-0 2-2-0
Plate Offsets(X,Y)-- [2:0-4-8,Edge],[4:0-3-12,0-2-0],[5:0-6-0,0-1-11],[10:0-5-3,0-3-0],[14:0-2-12,0-3-4]
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 0.90 Vert(LL) -0.56 18 >727 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.04 18 >392 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.49 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.78 18 >523 240 Weight:195 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 3-3-2 oc bracing. Except:
6-15:2x4 SP No.3,9-14:2x4 SP M 31,10-12:2x6 SP No.2 3-11-0 oc bracing:9-13
WEBS 2x4 SP No.3 4-4-0 oc bracing:13-14
OTHERS 2x4 SP M 30*Except* JOINTS 1 Brace at Jt(s):13
1-20,11-21:2x4 SP No.3
LBR SCAB 8-11 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-149(LC 10)
Max Uplift 2=-803(LC 12),10=-799(LC 12)
Max Grav 2=1313(LC 1),10=1326(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5592/4758,3-4=-5004/4298,4-5=-2873/2648,5-6=-2872/2682,6-7=-2966/2645,
7-9=-4117/3509,9-10=-364/381
BOT CHORD 2-19=-4441/5318,18-19=-4453/5325,17-18=-2319/2928,16-17=-1811/2294,
15-16=-366/374,13-14=-3260/3948,9-13=-3260/3948
WEBS 3-18=-622/625,4-18=-1994/2407,4-17=-410/446,5-17=-609/793,5-16=-858/758,
14-16=-1419/1892,5-14=-1105/1241,7-14=-1267/1086,7-13=-104/335
NOTES-
1)Attached 8-0-0 scab 8 to 11,both face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-0
from end at joint 8,nail 1 row(s)at 7"o.c.for 2-0-0;starting at 4-6-3 from end at joint 8,nail 2 row(s)at 7"o.c.for 3-4-10. This Item has been
2)Unbalanced roof live loads have been considered for this design.
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=oft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 14-0-0,Exterior(2R) sealed by Velez,Joaquin, PE
14-0-0 to 18-9-11,Interior(1)18-9-11 to 20-0-0,Exterior(2R)20-0-0 to 24-9-11,Interior(1)24-9-11 to 35-0-0 zone;C-C for members using a Digital Signature.
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
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. signature must be verified
7)All plates are 3x4 MT20 unless otherwise indicated. IC
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Orl copies.
nany
Velezy elect PE ronic
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 Joaquin
68182
will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cent 6634
10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd.Tampa FL 33810
capacity of bearing surface. Date:
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 799 lb uplift July 19,2021
at'Dint 10.
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 CARLTON W/COFFER
T24722614
M11498 A8 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:59 2021 Page 1
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-g DrdsMALnOMNc_YA2ygIH Kbntkke3H DGJhbH?6ywXz_
r1-0-0 6-5-14 12-0-0 16-2-4 20-4-8 22-0-0 26-11-0 31-10-0 34-0-0 35-0-9
l-0-0 6-5-14 5-6-2 4-2-4 4-2-4 1-7-8 4-11-0 4-11-0 2-2-0 1-0-0
Scale=1:59.6
5x8 MT18HS=
5x6=
4.00 F12 4 35 5 36 37 6 38 7
3 34 8 g
32 �
M
33
20 10
,n 2 19 11 12
1 2 :::2
1 7x8 MT18HS= 5 I7
0 16 14 3 0
18 17 13
3x12 2.00 12
5xl4= 6x8= 5x10
=
22-2-0
65-14 105-4 12-0-0 20-4-8 22-0-0 26-11-0 31-10-0 34-0-0
6-5-14 4-05 1-5-12 8-4-8 1-7-8 0--0 4-9-0 4-11-0 2-2-0
Plate Offsets(X,Y)-- [2:0-4-8,Edge],[4:0-4-0,0-2-3],[11:0-5-3,0-3-0],[15:0-2-8,Edge],[18:0-7-0,0-2-5]
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 0.70 Vert(LL) -0.55 19 >738 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.10 18-19 >371 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.49 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.77 19 >531 240 Weight:194 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins.
BOT CHORD 2x4 SP M 30`Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-15:2x4 SP M 31,11-13:2x6 SP No.2 3-11-0 oc bracing:10-14
WEBS 2x4 SP No.3 4-4-0 oc bracing:14-15
OTHERS 2x4 SP M 30*Except` JOINTS 1 Brace at Jt(s):14
1-22,12-23:2x4 SP No.3
LBR SCAB 9-12 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=-129(LC 10)
Max Uplift 2=-803(LC 12),11=-799(LC 12)
Max Grav 2=1314(LC 1),11=1328(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5608/4759,3-4=-5040/4275,4-5=-3744/3266,5-6=-2576/2361,6-7=-2753/2522,
7-8=-2979/2619,8-10=-4099/3499,10-11=-365/381
BOT CHORD 2-21=-4447/5334,20-21=-4463/5346,19-20=-3000/3803,18-19=-2613/3248,
14-15=-3251/3930,10-14=-3251/3930
WEBS 3-20=-568/601,4-20=-1603/1880,4-19=-310/369,5-19=-439/696,5-18=-874/761,
6-18=-563/531,15-18=-1992/2543,6-15=-402/445,8-15=-1241/1123,8-14=-82/333,
7-15=-654/806
NOTES-
1)Attached 8-0-0 scab 9 to 12,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 0-0-0 This item has been
from end at joint 9,nail 1 row(s)at 7"o.c.for 2-0-0;starting at 4-6-3 from end at joint 9,nail 2 row(s)at 7"o.c.for 3-4-10.
2)Unbalanced roof live loads have been considered for this design. electronically signed and
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=4ft;Cat. sealed by Velez,Joaquin, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 12-0-0,Exterior(2R) using a Digital Signature.
12-0-0 to 16-9-11,Interior(1)16-9-11 to 22-0-0,Exterior(2R)22-0-0 to 26-11-0,Interior(1)26-11-0 to 35-0-0 zone;C-C for members Printed copies of this
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 p
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered
to the use of this truss component. signed and sealed and the
5)Provide adequate drainage to prevent water ponding. signature must be Verified
6)All plates are MT20 plates unless otherwise indicated. On any electronic copies.
7)All plates are 3x4 MT20 unless otherwise indicated.
8)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
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 MiTek USA,Inc.FL Cent 6634
will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33810
10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date:
capacity of bearing surface. 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 CARLTON W/COFFER
T24722614
M11498 A8 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:39:59 2021 Page 2
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-g DrdsMALnOMNc_YA2ygIH Kbntkke3H DGJhbH?6ywxz_
NOTES-
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 799 lb uplift at joint 11.
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 CARLTON W/COFFER
T24722615
M11498 A9 HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:00 2021 Page 1
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-8PP?4iBzYKU EE87NcfL?gX8zL8DJonSPXLKrWZywXyz
T1-0-Q -4-14 10-0-0 15-2-6 20-4-0 , 22-2-0 24-0-0 27-0-0 31-10-0 34-0-0 $5-0-Q
1-0-0 5 5-4-14 4-7-2 5-2-6 5-1-10 1-10-0 1-10-0 3-0-0 4-10-0 2-2-0 1-0-0
Scale=1:59.6
48= 3x10= 2x3 11 48=
4.00 12
4 32 533 34 6 35 7 3x4
3x4 8
3 36
N
31
9
N1 2 E 10 11 n o
i Io
0 14 13 d
37 21 20 19 18 38 17 16 3x4= 2x3 11 12
3x8— 2x3 11 3x4= 3x6— 48= 7x10= 3x5— 3x4—
4x6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
5-4-14 10-0-0 15-2-6 20-4-0 22-2-0 21 0-0 27-0-0 31-10-0 34-0-0
5-4-14 4-7-2 5-2-6 5-1-10 1-10-0 1-10-0 3-0-0 4-10-0
Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[5:0-3-8,0-1-8],[7:0-5-4,0-2-0],[10:0-2-10,0-0-4],[15:0-2-0,0-3-0]
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 0.59 Vert(LL) -0.09 12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.16 12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.21 20-21 >999 240 Weight:176 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-0 oc bracing.
WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):13
5-15:2x4 SP M 30,6-17:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,10=0-8-0,17=0-8-0
Max Horz 2=109(LC 11)
Max Uplift 2=-788(LC 12),10=-155(LC 12),17=-1484(LC 12)
Max Grav 2=665(LC 21),10=287(LC 18),17=1830(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1371/3864,3-4=-804/2406,4-5=-276/1320,5-6=-1797/1461,6-7=-1701/1438,
7-8=-968/714,8-9=-654/254
BOT CHORD 2-21=-3586/1279,20-21=-3586/1279,18-20=-2104/734,17-18=-542/580,
14-15=-650/1159,13-14=-225/767,9-13=-225/767
WEBS 3-20=-605/1642,4-20=-1162/345,4-18=-687/1300,5-18=-1259/478,5-15=-1566/3478,
15-17=-1810/2770,6-15=-268/372,15-18=-1569/605,7-15=-1026/1080,7-14=-231/347,
8-14=-631/533,3-21=-647/209
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 10-0-0,Exterior(2R)
10-0-0 to 14-9-11,Interior(1)14-9-11 to 24-0-0,Exterior(2R)24-0-0 to 28-9-11,Interior(1)28-9-11 to 35-0-0 zone;porch left This item has been
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding. 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 COpleS 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
will fit between the bottom chord and any other members. document are not Considered
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 788 lb uplift at joint 2,155 lb uplift at signed and sealed and the
joint 10 and 1484 lb uplift at joint 17. 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 CARLTON W/COFFER
T24722616
M11498 GRA COMMON GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:02 2021 Page 1
ID:_etC 1 cxC3ixVV?hu Is?ypJyuFUK-4oXmUOCD4xkxTSHlk4NTvyDEaypBGgoi?fpxaRywXyx
13-0-0 19-0-0 23-0-0
1-0-0 5-11-7 8-0-0 11-0-0 11 1-1 15-0-0 17-0-0 18-6-0 21-0-0 2-2-1 25-1-2 6-0 34-0-0 5-0-
1-0-0 5-11-7 2-0-9 3-0-0 0--1 2-0-0 2-0-0 1-6-0 -6- 2-0-0 1-2-10 2-1-2 0-10-1 8-0-0
1-10-15 0-9-6 Scale=1:59.6
5x6—_ Top chord must be braced by end jacks,
4.00 12 roof diaphragm,or properly connected
o 13 purlins as specified.
8
7x10 6 15 7x10 MT18HS
4 4x6 18
43 3 7 11 12 6x 20 44
0
r`
00
N 1 2 21 22 N
N
28 27 26 37 38 39 40 25 41 42 24 23 O
3x5= 3x6= 6x8= 4x6= 6x8= 3x5=
6x10=
5-11-7 8-0-0 11-1-1 14-9-9 18-6-0 25-10-2 26 -0 34-0-0
5-11-7 2-0-9 3-1-1 3-8-7 3-8-7 7-4-2 0- -14 8-0-0
Plate Offsets(X,Y)-- [2:0-2-8,Edge],[3:0-3-8,Edge],[5:0-4-0,0-3-4],[20:0-3-8,0-0-0],[21:0-2-2,Edge],[23:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.39 28-33 >339 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.28 28-33 >475 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(CT) -0.02 21 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:201 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins.
BOT CHORD 2x4 SP M 30 Except:
WEBS 2x4 SP No.3*Except* 3 Rows at 1/4 pts 3-20
5-26,12-25:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing.
OTHERS 2x4 SP M 30 JOINTS 1 Brace at Jt(s):10,13,15,18,4,6,8
REACTIONS. All bearings 0-8-0 except Qt=length)26=0-11-5.
(lb)- Max Horz 2=-179(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-567(LC 8),26=-2150(LC 8),25=-2947(LC 8),21=-1072(LC
8) TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
Max Grav All reactions 250 lb or less at joint(s)except 2=512(LC 1),26=2032(LC 1),25=2700(LC 1),21=978(LC OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
1) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
GABLE END DETAILS AS APPLICABLE,OR CONSULT
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
TOP CHORD 3-4=-571/481,4-6=-578/469,6-8=-574/470,8-10=-584/483,10-13=-573/459,
13-15=-629/520,15-18=-630/489,18-20=-644/484,2-3=-622/577,20-21=-2203/2307,
3-5=-430/567,5-7=-425/563,7-9=-425/563,9-11=-425/563,11-12=-425/563,
12-14=-737/875,14-16=-737/875,16-17=-737/875,17-19=-2437/2690,19-20=-2437/2690
BOT CHORD 2-28=-445/532,26-28=-358/443,25-26=-1194/1339,23-25=-389/445,21-23=-2077/2037
WEBS 3-26=-1871/1938,5-26=-285/281,12-25=-728/697,3-28=-871/772,17-25=-2008/2137,
17-23=-2116/2013,12-26=-332/333,10-11=-281/252,13-14=-314/303
NOTES-
1)Unbalanced roof live loads have been considered for this design. This Item has been
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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. using a Digital Signature.
4)Provide adequate drainage to prevent water ponding.
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 signature must be verified
will fit between the bottom chord and any other members. copies.
electronic
IC
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 567 lb uplift at joint 2,2150 lb uplift at on any eIJoaquin VelezGC c No.
joint 26,2947 lb uplift at joint 25 and 1072 lb uplift at joint 21. k USA,Inc.FL C68 82 MiTe6634
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTe Parke East Blvd.Tampa FL 33610
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 CARLTON W/COFFER
T24722616
M11498 GRA COMMON GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:02 2021 Page 2
ID:_etC1 cxC3ixW?huls?ypJyuFUK-4oXmUOCD4xkxTSHlk4NTvyDEaypBGgoi?fpxaRywXyx
NOTES-
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)671 lb down and 749 lb up at 8-0-0,and 671 lb down and 749 lb up at
25-11-4 on top chord,and 596 lb down and 616 lb up at 8-0-0,157 lb down and 211 lb up at 10-0-12,157 lb down and 252 lb up at 12-0-12,157 lb down and 252 lb up
at 14-0-12,157 lb down and 252 lb up at 16-0-12,157 lb down and 243 lb up at 17-11-4,157 lb down and 211 lb up at 19-11-4,157 lb down and 211 lb up at 21-11-4,
and 157 lb down and 211 lb up at 23-11-4,and 596 lb down and 616 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:3-10=-54,10-20=-54,31-34=-20,1-3=-54,20-22=-54
Concentrated Loads(lb)
Vert:27=-1 57(B)24=-1 57(B)28=-596(B)23=-596(B)37=-1 57(B)38=-1 57(B)39=-1 57(B)40=-1 57(B)41=-1 57(B)42=-1 57(B)43=-575(B)44=-575(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 CARLTON W/COFFER
T24722617
M11498 GRB 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 09:40:04 2021 Page 1
ID:Lcg54J?Lu EancmZr4Qb7WMyuFU F-OAfWv3ETbZ_fiIQ8rVQx_N IbkIW DkZ_?Sz12fKywXyv
T1-0-q 4 4-14 8-0-0 12-1-5 , 1%2-3 20-4-0 , 22-2-0 , 26-0-0 28-11-0 31-10-0 34-0-0 35-0-q
1-0-0 4 4-14 3-7-2 4-1-5 4-0-13 4-1-13 1-10-0 3-10-0 2-11-0 2-11-0 2-2-0 1-0-0
Scale=1:59.7
5x8 MT18HS= 5x8 MT18HS=
4.00 12 4x5= 4x8= 4x6= 2x3 11
4 33 5 34 35 6 7 836 37 38 39 9 3x4
3x4
3 10
11
N
n1 2 12 13 n o
Ml
i�Io
d W 45 16 15 d
23 22 40 21 41 20 42 19 43 18 6x8= 2x3 11 14
3x8- 2x3 11 3x4= 5x6= 5x8= 7x14= 3x5- 3x5-
5x6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
4 4-14 8-0-0 12-1-5 16-2-3 20 4-0 22-2-0 26-0-0 28-11-0 31-10-0 34-0-0
4 4-14 3-7-2 4-1-5 4-0-13 4-1-13 1-10-0 3- 0-0 2-11-0 2111100
Plate Offsets(X,Y)-- [2:04-0,Edge],[4:0-54,0-2-8],[6:0-3-8,0-2-0],[7:0-3-0,Edge],[9:0-6-0,0-2-8],[12:0-1-6,0-0-4],[16:0-3-8,0-3-0],[17:0-3-12,0-2-12],[21:0-3-0,0-3-0]
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 0.88 Vert(LL) 0.37 21-22 >656 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.28 21-22 >877 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.11 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-20,9-17
6-17:2x4 SP M 30,8-19:2x6 SP No.2 JOINTS 1 Brace at Jt(s):15
REACTIONS. (size) 2=0-8-0,12=0-8-0,19=0-8-0
Max Herz 2=90(LC 7)
Max Uplift 2=-1722(LC 8),12=-167(LC 8),19=-4273(LC 8)
Max Grav 2=1500(LC 17),12=421(LC 30),19=4479(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3946/4466,34=-3622/4142,4-5=-2653/3341,5-6=-668/1419,6-8=-2633/3231,
8-9=-2516/3142,9-10=-514/13,10-11=-876/0
BOT CHORD 2-23=-4154/3719,22-23=-4154/3719,21-22=-3832/3461,20-21=-3118/2614,
19-20=-1174/896,16-17=0/641,15-16=0/830,11-15=0/830
WEBS 3-22=-375/590,4-22=-981/887,4-21=-1 040/812,5-21=-1 016/1000,5-20=-2428/2449,
6-20=-1659/1557,6-17=-4030/4288,17-19=-4097/3658,8-17=-546/522,
17-20=-1924/1655,9-17=-3609/2497,9-16=-440/964,10-16=-605/293
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=34ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates 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. using a Digital Signature.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1722 lb uplift at joint 2,167 lb uplift at document are not considered
joint 12 and 4273 lb uplift at joint 19. signed and sealed and the
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)622 lb down and 736 lb up at signature must be verified
8-0-0,60 lb down and 136 lb up at 10-0-12,60 lb down and 136 lb up at 12-0-12,60 lb down and 136 lb up at 14-0-12,60 lb down copies.
electronic and 136 lb up at 16-0-12,60 lb down and 136 lb up at 17-11-4,60 lb down and 136 lb up at 19-11-3,60 lb down and 136 lb up at Joaquin Velez on any PE No.
21-11-4,and 123 lb down and 171 lb up at 23-11-4,and 214 lb down and 314 lb up at 26-0-0 on top chord,and 596 lb down and k USA,Inc.FL C68 82 MiTe
616 lb up at 8-0-0,157 lb down and 211 lb up at 10-0-12,157 lb down and 211 lb up at 12-0-12,157 lb down and 211 lb up at MiTe Parke East Blvd.Tampa FL 3361D
6634
14-0-12,157 lb down and 211 lb up at 16-0-12,157 lb down and 211 lb up at 17-11-4,157 lb down and 224 lb up at 19-11-3,157 6904
lb down and 252 lb up at 22-2-0,and 102 lb down and 53 lb up at 23-11-4,and 590 lb down and 388 lb up at 25-11-4 on bottom Date:
chord. The design/selection of such connection device(s)is the responsibility of others. July 19,2021
WARCASE(S)section loads a lied to the face of the truss are noted as front F or back 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 CARLTON W/COFFER
T24722617
M11498 GRB 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 09:40:05 2021 Page 2
ID:Lcg54J?Lu EancmZr4Qb7WMyuFU F-VNCu7PF6Ms6W Kv?KPDxAXbrmU9rST?E8hd2bBmywXyu
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-9=-54,9-13=-54,18-24=-20,17-27=-20,14-30=-20
Concentrated Loads(lb)
Vert:4=-575(F)7=-59(F)9=-167(F)22=-596(F)21=-157(F)5=-59(F)20=-157(F)6=-59(F)16=-590(F)18=-157(F)33=-59(F)35=-59(F)36=-59(F)38=-59(F)
39=-123(F)40=-157(F)41=-157(F)42=-157(F)43=-157(F)45=-96(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 CARLTON W/COFFER
T24722618
M11498 J2 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 09:40:05 2021 Page 1
ID:?06w3P3hlp4TaMgZYcaRwWywaGL-VNCu7PF6Ms6WKv?KPDxAXbrwH9z8TDg8hd2bBmywXyu
-1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 F12
2
0
N
r
2x3 11d
1
4
3x4=
2-0-0
2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 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) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=67(LC 12)
Max Uplift 3=-39(LC 12),2=-177(LC 12),4=-33(LC 9)
Max Grav 3=38(LC 1),2=141(LC 1),4=31(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=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)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 39 lb uplift at joint 3,177 lb uplift at joint
2 and 33 lb uplift at joint 4.
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 CARLTON W/COFFER
T24722619
M11498 J4 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 09:40:06 2021 Page 1
ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-zZmHKIGk7AENy3aXzwSP4oNzTZAkCg4lwHn9jCywXyt
-1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
4.00 12
2
2x3 11
1
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 0.68 Vert(LL) 0.07 4-8 >699 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.02 4-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=104(LC 10)
Max Uplift 3=-95(LC 10),2=-242(LC 10),4=-72(LC 10)
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=14ft;B=52ft;L=34ft;eave=6ft;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)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 95 lb uplift at joint 3,242 lb uplift at joint
2 and 72 lb uplift at joint 4.
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 CARLTON W/COFFER
T24722620
M11498 J4C 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 09:40:07 2021 Page 1
ID:Lcg54J?LuEancmZr4Qb7WMyuFU F-RIKfY5GMu UMEZD9jWdzecOw8fza?x7JR8xXiGfywXys
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 F12
15
3
2
rr 2x3 14 3x4= O
5 0
1 �
6
VERTICAL SUPPORT OF FREE END
3x4— OF CHORD IS REQUIRED.
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-2-10,0-041
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 0.65 Vert(LL) -0.02 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 6 >892 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.07 6 >654 240 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 10-0-0 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=-60(LC 12),2=-158(LC 12),5=-24(LC 12)
Max Grav 4=81(LC 1),2=214(LC 1),5=69(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=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;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 60 lb uplift at joint 4,158 lb uplift at joint
2 and 24 lb uplift at joint 5.
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 CARLTON W/COFFER
T24722621
M11498 J6 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 09:40:08 2021 Page 1
I D:tP6jtz_j7xSx_c_fXi4uz9yuFUG-vyu l l RH_fnU5BNkv4LUt9DTMLMwVgX5aNbGGo5ywXyr
1-0-0 4-0-0 6-0-0
1-0-0 4-0-0 2-0-0
Scale=1:14.3
4
IM
0
2x3
4.00 F12 3
N h
N
2
2x3
1
6 5
4x4 Q
3x6=
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-5-6,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 0.46 Vert(LL) 0.18 6-10 >386 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 6-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:25 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=142(LC 10)
Max Uplift 4=-19(LC 10),2=-315(LC 10),5=-241(LC 10)
Max Grav 4=36(LC 15),2=278(LC 1),5=191(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-223/424
BOT CHORD 2-6=-605/212
WEBS 3-6=-262/749
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;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. This Item has been
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 4,315 lb uplift at joint electronically signed and
2 and 241 lb uplift at joint 5. 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 CARLTON W/COFFER
T24722622
M11498 J6C 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 09:40:08 2021 Page 1
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-vyu 1 IRH_fnU5BN kv4LUt9DTOKMxvgaZaNbGGo5ywXyr
1-0-0 2-2-0 6-0-0
1-0-0 2-2-0 3-10-0
Scale=1:14.3
4
IM
0
4.00 12
m
14 N
3
2
2x3 3x5= O
1 5 0
6
VERTICAL SUPPORT OF FREE END
3x4= OF CHORD IS REQUIRED.
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-1-14,0-04]
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 0.33 Vert(LL) -0.06 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 6 >538 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.18 6 >391 240 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 M 30*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-6:2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 4=-110(LC 12),2=-190(LC 12),5=-27(LC 12)
Max Grav 4=131(LC 1),2=288(LC 1),5=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=14ft;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;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4,190 lb uplift at
joint 2 and 27 lb uplift at joint 5.
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 CARLTON W/COFFER
T24722623
M11498 J8 JACK-OPEN 18 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:09 2021 Page 1
ID:tP6jtz_j7xSx_c_fXi4uz9yuFUG-N8SPyn IcQ5cypWJ5e2?6h R?YAmBOPu PkcFOpKXywXyq
1-0-0 3-7-13 8-0-0
1-0-0 3-7-13 4-4-3
Scale=1:17.4
4
4.00 F12
3x5
3 n
N
N
N
12
2x3 2
1
13 7 6 5
2x3 11 4x4
3x4=
3-7-13 6-0-0 8-0-0
3-7-13 2-4-3 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 0.39 Vert(LL) 0.36 6-7 >267 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.12 6-7 >792 240
BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:33 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 3-7-11 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 4=-120(LC 12),2=-391(LC 12),5=-232(LC 12)
Max Grav 4=113(LC 1),2=351(LC 1),5=177(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-578/1644
BOT CHORD 2-7=-1782/525,6-7=-1782/525
WEBS 3-6=-596/2024,3-7=-1189/302
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;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;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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 4,391 lb uplift at
joint 2 and 232 lb uplift at joint 5. 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 CARLTON W/COFFER
T24722624
M11498 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 09:40:10 2021 Page 1
I D:Lcg54J?Lu EancmZr4Qb7WMyuFU F-rKOnA7J EBPkpQgu ICmXLEeYgTAcF8U3tgvlMt_wXyp
1-0-0 1-5-14 2-2-0 , 4-11-4 8-0-0
1-0-0 1-5-14 0-8-2 2-9-4 3-0-12
Scale=1:17.5
4
4.00 F12
15 N
N
N
14
3
2x3 112 — o
r] 1 5 0
cd� 6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
3x5=
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-1-14,0-04]
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=14ft;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 156 lb uplift at joint 4,224 lb uplift at
joint 2 and 33 lb uplift at joint 5.
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 CARLTON W/COFFER
T24722625
M11498 KJ8 Diagonal Hip Girder 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:11 2021 Page 1
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-JXaANSJsyisg2gTUIT2ams5uJav4spK13ZVwPQywXyo
-1-5-0 7-3-4 11-3-0
1-5-0 7-3-4 3-11-12
Scale=1:21.1
3x6 11
4 5
2.83 12 3x5; 15
3
14
N
M
r N
13
2x3 11 2
16 17 8 18 7
2x3 3x5=6
3x4=
7-3-4 11-3-0
7-3-4 3-11-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.16 8-12 >857 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.13 7-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:49 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=244(LC 8)
Max Uplift 5=-567(LC 8),2=-584(LC 8),6=-435(LC 8)
Max Grav 5=592(LC 1),2=587(LC 1),6=526(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1668/1502
BOT CHORD 2-8=-1649/1601,7-8=-1649/1601
WEBS 3-8=-581/559,3-7=-1785/1839,4-7=-631/448
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 567 lb uplift at joint 5,584 lb uplift at This item has been
joint 2 and 435 lb uplift at joint 6.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 51 lb up at electronically signed and
2-11-0,26 lb down and 51 lb up at 2-11-0,51 lb down and 115 lb up at 5-8-15,51 lb down and 115 lb up at 5-8-15,and 105 lb sealed by Velez,Joaquin, PE
down and 27 lb up at 8-6-14,and 105 lb down and 27 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 2-11-0,6 lb down using a Digital Signature.
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 163 lb down and 269 lb up at Printed copies of this
8-6-14,and 163 lb down and 269 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the p
responsibility of 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:1-2=-54 MiTek USA,Inc.FL Cent 6634
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33810
Vert:14=-25(F=-13,B=-13)16=-11(F=-6,B=-6)17=-43(F=-21,B=-21)18=-326(F=-163,B=-163) 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 CARLTON W/COFFER
T24722625
M11498 KJ8 Diagonal Hip Girder 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:40:11 2021 Page 2
I D:Lcg54J?LuEancmZr4Qb7W Myu FUF-JXaANSJsyisg2gTUIT2ams5uJav4spK13ZVwPQywXyo
LOAD CASE(S) Standard
Trapezoidal Loads(plf)
Vert:2=0(F=27,6=27)-to-5=-152(F=-49,13=49),10=0(F=10,B=10)-to-6=-56(F=-18,B=-18)
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 CARLTON W/COFFER
T24722626
M11498 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 09:40:12 2021 Page 1
ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-nj8YboKVjO_Xg_2gJBZpJ3dy_AEbExAIDETxsywXyn
1-5-0 2-0-11 3-0-0 6-11-12 11-3-0
1-5-0 2-0-11 0-11-5 3-11-12 4-3-4
Scale=1:21.3
6
2.83 12 21
3x4
5
20 w
L6
N
M
3x8 11 19
3 4
2x3 11 2 0
2 23 9 24 8 0
10 3x4 11
11 4x4=
3x10
3x5=
2-0-11 3-0-0 6-11-12 11-3-0
2-0-11 0-11-5 3-11-12 4-3-4
Plate Offsets(X,Y)-- [2:0-3-11,Edge],[3:0-0-8,2-0-15]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.41 10 >326 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.45 10 >296 240
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:54 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins.
BOT CHORD 2x4 SP M 30`Except` BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing.
4-7:2x6 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30
REACTIONS. (size) 6=Mechanical,2=0-10-15,7=Mechanical
Max Herz 2=180(LC 8)
Max Uplift 6=-109(LC 8),2=-457(LC 8),7=-308(LC 8)
Max Grav 6=120(LC 1),2=615(LC 1),7=522(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 4-5=-1833/1121
BOT CHORD 4-9=-1184/1788,8-9=-1184/1788
WEBS 5-9=-251/488,5-8=-1855/1228,3-11=-399/444
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. This Item has been
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 6,457 lb uplift at electronically signed and
joint 2 and 308 lb uplift at joint 7. 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 lb up at using a Digital Signature.
2-11-0,26 lb down and 48 lb up at 2-11-0,52 lb down and 77 lb up at 5-8-15,52 lb down and 77 lb up at 5-8-15,and 76 lb down Printed copies of this
and 132 lb up at 8-6-14,and 76 lb down and 132 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 3-0-0,6 lb down and p
38 lb up at 3-0-0,37 lb down and 38 lb up at 5-8-15,37 lb down and 38 lb up at 5-8-15,and 60 lb down and 48 lb up at 8-6-14, document are not considered
and 60 lb down and 48 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. signature must be verified
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 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:1-6=-54,10-13=-20,7-16=-20 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 CARLTON W/COFFER
T24722626
M11498 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 09:40:12 2021 Page 2
ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-nj8YboKVjO_Xg_2gJBZpJ3dy_AEbExAIDETxsywXyn
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:10=-1l(F=-6,B=-6)20=-26(F=-13,B=-13)21=-11 O(F=-55,B=-55)23=-72(F=-36,B=-36)24=-120(F=-60,B=-60)
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
-v
y' �G
m
.0 N .fl •jA
0
m 7< Z
m Za RI cl
c�
ID 9 N CD N A CD CD N ro CD ►
w n_ -4 � �•N
7 Z 3 p 3 N < n tD� O O CD C'--
-0 a OHO (D �a �,,, O•�6 O �OO
n 7 G CD r i hn' N d 4 N �„j tD �p..•
p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O
3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O.
� 33 � v n
n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4
N
D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X
!Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0
r"7„ ••c
00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. N� (D @ NN
CD G O n p O N
7 atOO N �� j O 7
y O N y f) N O
0
N 0� 7 N O O O CO AS O CD
O O N 4-�i CAD
`J' a O
O O O N n 0-2-
m 3 j BCD c CD TpP CHoRID
15
0 7-
0
�N n �o
CD N o c m N C v y =
NN CND N A 0 m►1 m W = N a• �.
g o o 7 N N" o a 3
�t A Z O wz 7
0 N Lo
CD
m to -1� �N rn w 'D �' �< � can �• N V�
ID
o m 0 m
Q 'm
�^ m � IDCD
N �N G Z G1� py ' w ° 3
CD
Cl- CDo ! w
O N. � -7 7 p m r W3
N N N c � -E
%•
m 0')n owW Z Z�m7•r0.
CD n rt
a � N � T O
N
O O 0 A r )
Zi- ' 7 m0O CqbCD CD D
3 -a_ LT, Top cHORD
m 0m
c N G Z O ty `•� � a Q �
ID
,00 CD CD
o m y o n
O O• ' C C 3 7 W ro °� ID m I ro N n 30 W N 3" 6 O () `V
n N o m ro ro fl o o c g `b m _a v° 6= -pZZ
w _N a y Nm ro N �N <o NOv a �D6. do o y�3 v CD OG
V' NO 3 IOQ i 3 a 1 .T
cn -No o m ro 3 n ro Cl c� �m ID o G M tWr o r. 0 -5-0 o o cn v (o w Us
J 9O O W% n n nr'�N O-� 06V' N 7 m �IIaCD 0•N 7. 7m ° a. n,
to Boa_ N� ^,
w > > m o3 ioN c m ° N " Ems° w � GN, oa av` ro v_° A�C)
N3 l0O �•tDN ^ N Nam` O ro N °.ro j W•C p, ro o N ��• $ O _
v N3W O.G,ro OO F. �^3 aN r6 c0 (ND O-M7 �•` �O 91N ro N ro�N CO
O.-1 }5 6< `ro °.n O N 'f.ci = N N N 91 N 6 0 ro N G 7
N W N N O•O D 7 c0 3 p•i 3 ° a N C [D 3 7 O O N^ 7 0 ° p• O N •aC O N O O•
t0 N�,g ro� °' O N ° N N P� 3�• ro N G -'�O• 0+. O. F/+� N �� N�`< 9 N _
Oro �O GG tQ.�ro ° � N i "N °•a N6 G7 6NC 3i £ Zy .' 'o �(p 6tw N `•r.. ��
O•cQ '9 N c3 N o °' ro N N c00 G- 7 ro ro 3 6. N W N a N O-N 7 "O O n 0 Off 7 a W N
M 3 ro-� t O 3 N ° o.• "O O ro(� ro N N ro 0 cD Oro
0 o Q 3 ?a�• `�a ro °- o N m -ID
m ° d o r W o Z ° v m v w fl A o. CD \Y
W ro W N O y N.D N [� 3 N r cCJ rs" N ro tG0 j N. c5 6 n
3 0 0 o sQ K 3 m -_� ? Q mN mac. N4
�3 % C N O ro N (D 4"N » 'OK .3 O N N N T O
00
7 C^O{� NN °^ 3 N �. N, O N N 3 m cCD
D o N (Q
N ?� C m.N. O N ° p N`OB Cl ° O�O G KD
g 3.G O O -O N ro tf+ 'Q N W $
CD
N N- ro 3 ro p "O.i in N a �• ` O O ro O O N
A' F O N °• N C
v0 mF ng ro 0 0
g a m w 0
o
° o =° m
ro N a
w n
3 3
k 3