HomeMy WebLinkAboutTruss Cutsheets - Royale 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: M11499 - ROYALE W/ COFFER MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T FL 361Q-411
Customer Info: Wynne Development Project Name: The Royale with coffer Model: �i��toya e 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 32 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 T24762347 A 7/22/21 15 T24762361 J4 7/22/21
2 T24762348 Al 7/22/21 16 T24762362 J4C 7/22/21
3 T24762349 A2 7/22/21 17 T24762363 J5 7/22/21
4 T24762350 A3 7/22/21 18 T24762364 J5P 7/22/21
5 T24762351 A4 7/22/21 19 T24762365 J6 7/22/21
6 T24762352 A6 7/22/21 20 T24762366 J6C 7/22/21
7 T24762353 B 7/22/21 21 T24762367 J8 7/22/21
8 T24762354 BH7 7/22/21 22 T24762368 J8C 7/22/21
9 T24762355 GRA 7/22/21 23 T24762369 JA 7/22/21
10 T24762356 GRB 7/22/21 24 T24762370 JB 7/22/21
11 T24762357 GRC 7/22/21 25 T24762371 JC 7/22/21
12 T24762358 J1 7/22/21 26 T24762372 KJ5 7/22/21
13 T24762359 J2 7/22/21 27 T24762373 KJ8 7/22/21
14 T24762360 J3 7/22/21 28 T24762374 KJA 7/22/21
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 22,2021
Velez,Joaquin 1 of 2
�m
W1 a
MiTek
MiTek USA, Inc.
RE: M11499 - ROYALE W/ COFFER 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: Wynne Development Project Name: The Royale with coffer Model: The Royale with coffer
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County State: FL
No. Seal# Truss Name Date
29 T24762375 KJB 7/22/21
30 T24762376 KJC 7/22/21
31 T24762377 MV2 7/22/21
32 T24762378 MV4 7/22/21
2 of 2
Job Truss Truss Type Qty Ply ROYALE W/COFFER
T24762347
M11499 A Common 10 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:03 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-kU6AyJ84nJFISbGI_BAQwDtYprk2_TiOHTuNuyyvrbE
T1-0-q 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 36-0-q
1-0-0 8 4-0 44 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
n1 2 10 11 .
IM
17 16 15 32 33 14 13 12
4x5= 5x6 WB= 3x8= 4x5=
3x8— 5x6 WB—
8-4-0 12-11-0 22-1-0 26-8-0 35-0-0
8 4-0 44 9-2-0 4-7-0 8-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.42 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.76 14-15 >550 240
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 Wind(LL) 0.33 14-15 >999 240 Weight:171 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-2 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 10)
Max Uplift 2=-775(LC 12),10=-775(LC 12)
Max Grav 2=1513(LC 19),10=1513(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3730/2425,3-5=-3113/2022,5-6=-3108/2133,6-7=-3108/2133,7-9=-3113/2022,
9-10=-3730/2425
BOT CHORD 2-17=-2160/3538,15-17=-2160/3538,14-15=-1204/2256,12-14=-2168/3509,
10-12=-2168/3509
WEBS 6-14=-684/1124,7-14=-237/265,9-14=-758/637,6-15=-684/1124,5-15=-237/265,
3-15=-758/637
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=6ft;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 This item has been
to the use of this truss component. electronically signed and
4)100.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. Sealed by Velez,Joaquin, PE
5)All plates are 3x4 MT20 unless otherwise indicated.
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,with BCDL=10.Opsf. document are not Considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) signed and sealed and the
2=775,10=775.
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 22,2021
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 ROYALE W/COFFER
T24762348
M11499 Al Roof Special 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:04 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-CggYAf9iYdN941rUXvhfTQQeDF3gjxkXV7dwQPyvrbD
1-0- 7-8-0 13-7-8 17-6-0 23-11-12 19-1 10
35-0-0 6-0-
-0- 7-8-0 5-11-8 3-10-8 6-5-12 2-9-14 8-2-6 1-0-0
Scale=1:64.7
5xl2 MT18HS=
4.00 12
6
3x4 124 25 3x4
4x6 5 5x8 MT18HS
7
3x4% 4 8 3x4
3 9
3x4 23 26
12 3x4 11
N 1 2 10 11 N °?
;427 28 7x10 MT18HS= N� Io
14 13
3x6— 3x4 11 5x12 MT18HS= 3x10=
2.00 12
7-8-0 13-7-8 23-11-12 35-0-0
7-8-0 5-11-8 10-4-4 11-0-4
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[8:0-4-0,Edge],[10:0-1-6,0-0-71
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.93 12-13 >453 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.67 12-13 >252 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.38 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.78 12-13 >539 240 Weight:160 lb FT=0%
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 2-2-0 oc bracing.
10-12:2x4 SP M 31 WEBS 1 Row at midpt 6-12
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 10)
Max Uplift 2=-825(LC 12),10=-825(LC 12)
Max Grav 2=1459(LC 19),10=1459(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3630/2622,3-5=-2855/2124,5-6=-2828/2232,6-7=-5912/4295,7-9=-5881/4153,
9-10=-6234/4503
BOT CHORD 2-14=-2357/3451,13-14=-2357/3451,12-13=-1537/2427,10-12=-4187/5970
WEBS 3-14=0/265,3-13=-883/693,5-13=-252/340,6-13=-380/630,6-12=-2599/3799,
7-12=-274/394,9-12=-399/454
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=6ft;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 Ot=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 22,2021
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 ROYALE W/COFFER
T24762349
M11499 A2 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:06 2021 Page 1
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-93nJbLAy4EdtJ3?ffJj7YrVOr3jgBpkgzR61VHyvrbB
1-0- 2-2-0 7-0-0 11-10-0 13-7-8 16-0-0 19-0-0 23-8-4 24 -1 29-0-2 35-0-0 6-0-
0-0 2-2-0 4-10-0 4-10-0 1-9-8 2 4-8 3-0-0 4-8 4 0- - 3 5-0-1 5-11-14 0-0
Scale=1:62.3
4.00 12 5x6= 5x6=
44 9 10
8 46
46 7 3411 5x8 MT18HS
6 12
4 5 N
32 13
ui
33
3 35
17
N1 2 14 15 N a0
P1 18 7x8 MT18HS= 16 IM
�
o
23 22 20 19 4x10= o
5x8 = 7x8— 5x10 = 4x10
3x12 = 2.00 12
2-2-0 7-0-0 11-10-0 13-7-8 16-0-0 19-0-0 23-11-12 29-0-2 35-0-0
2-2-0 4-10-0 4-10-0 1-9-8 2-4-8 3-0-0 4-11-12 5-0-6 5-11-14
Plate Offsets(X,Y)-- [2:0-5-2,0-0-0],[6:0-3-0,Edge],[12:04-0,Edge],[14:0-2-10,Edge],[21:0-2-12,0-34]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.60 17 >699 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.11 16-17 >375 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.50 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.83 17 >504 240 Weight:199 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
2-23:2x6 SP No.2,3-21:2x4 SP M 31,7-20:2x4 SP No.3 WEBS 1 Row at midpt 11-18
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 one side
REACTIONS. (size) 2=0-8-0,14=0-8-0
Max Horz 2=150(LC 11)
Max Uplift 2=-830(LC 12),14=-821(LC 12)
Max Grav 2=1366(LC 1),14=1343(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-398/380,3-5=-4191/3446,5-7=-3053/2621,7-8=-2961/2656,8-9=-2481/2308,
9-10=-2500/2262,10-11=-2661/2320,11-13=-5239/4268,13-14=-5752/4610
BOT CHORD 3-22=-3186/4006,21-22=-3186/4006,19-20=-373/408,18-19=-1700/2274,
17-18=-3776/4885,16-17=-4308/5483,14-16=-4294/5468
WEBS 5-22=-120/352,5-21=-1242/1028,19-21=-1486/2012,8-21=-1048/1256,8-19=-1140/1027,
9-18=-373/563,10-18=-468/621,11-18=-2695/2238,13-17=-544/425,9-19=-295/329,
11-17=-1354/1856
NOTES-
1)Attached 8-0-0 scab 1 to 4,front face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-2-12
from end at joint 1,nail 2 row(s)at 3"o.c.for 4-3-3;starting at 5-11-7 from end at joint 1,nail 1 row(s)at 7"o.c.for 2-0-0. This item has been
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=12ft;B=45ft;L=24ft;eave=5ft;Cat. sealed by Velez,Joaquin, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 16-0-0,Exterior(2E) In Digital Signature.
16-0-0 to 19-0-0,Exterior(2R)19-0-0 to 23-2-15,Interior(1)23-2-15 to 36-0-0 zone;C-C for members and forces&MWFRS for using a g g
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 document are not considered
to the use of this truss component. signed and sealed and the
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated. signature must be Verified
7)All plates are 3x4 MT20 unless otherwise indicated. on any electronic copies.
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)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date:
capacity of bearing surface. July 22,2021
11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
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 ROYALE W/COFFER
T24762350
M11499 A3 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:07 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-dFLhohBbrYlkxCa3D1 EM4329pS3vwE6zB58aljyvrbA
t1-0-q 2-2-0 7-0-0 11-10-0 14-0-0 21-0-0 27-6-2 35-0-0 36-0-Q
1-0-0 2-2-0 4-10-0 4-10-0 2-2-0 7-0-0 6-6-2 7-5-14 1-0-0
Scale=1:61.3
5x10 5x8 MT18HS=
4.00 12 7 31 32 8
6
30 33
4 5 9 n
28
29 a
3 13 34
2 14 10 11 ,n
r]1 17 7x8 MT18HS= 12
0 19 18 0
16 15 0
5x8= 7x8= 5x6= 4x10=
3x12= 2.00 12
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)-- [2:0-5-6,0-0-0],[7:0-6-8,0-2-8],[8:0-4-0,0-2-3],[10:0-2-10,Edge],[17:0-2-12,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.58 13 >724 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.08 12-13 >386 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.48 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.80 13 >522 240 Weight:189 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 2-2-0 oc bracing.
2-19:2x6 SP No.2,3-17:2x4 SP M 31,6-16:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 one side
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=132(LC 11)
Max Uplift 2=-830(LC 12),10=-821(LC 12)
Max Grav 2=1366(LC 1),10=1343(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-397/389,3-5=-4192/3509,5-6=-3051/2666,6-7=-2949/2692,7-8=-3140/2807,
8-9=-5117/4291,9-10=-5735/4719
BOT CHORD 3-18=-3249/4007,17-18=-3249/4007,15-16=-377/388,14-15=-1853/2390,
13-14=-2484/3201,12-13=-4555/5465,10-12=-4399/5451
WEBS 5-18=-120/351,5-17=-1245/1052,15-17=-1449/1972,7-17=-1060/1213,7-15=-878/779,
7-14=-707/953,8-14=-449/472,8-13=-1878/2326,9-13=-633/726
NOTES-
1)Attached 8-0-0 scab 1 to 4,front face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-2-12
from end at joint 1,nail 2 row(s)at 3"o.c.for 4-3-3;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=24ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-0-0,Exterior(2R) sealed by Velez,Joaquin, PE
14-0-0 to 18-2-15,Interior(1)18-2-15 to 21-0-0,Exterior(2R)21-0-0 to 25-2-15,Interior(1)25-2-15 to 36-0-0 zone;C-C for members In Digital Signature.
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a g g
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. must be verified
7)All plates are 3x4 MT20 unless otherwise indicated. signature
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic copies.
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 Velez PE No.68182
will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cent 6634
10)Bearing at joint(s)10 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 100 lb uplift at joint(s)except Ot=lb) July 22,2021
2=830,10=821.
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 ROYALE W/COFFER
T24762351
M11499 A4 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:09 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ZeTRDMDrM9?RBWkSKSHgAU7X5GkAO7HGfPLh6cyvrb8
t1-0-q 2-2-0 7-1-0 12-0-0 13-7-8 18-3-12 23-0-0 28-6-2 35-0-0 36-0-Q
1-0-0 2-2-0 4-11-0 4-11-0 1-7-8 4-8-4 4-8-4 5-6-2 6-5-14 1-0-0
Scale=1:61.3
5x6= 3x8— 5x8 MT18HS=
4.00 12 6 7 32 8 33 9
5 31 34
4 10
29 0
30 A3
�35 4
,01 2 14 11 14 ,n ob
0 19 18 15 7x8 MT18HS= 13 To
17 16 3x8=
5x8= 20 7x8 5x10=
3x12= 2.00 12 4x10=
2-2-0 7-1-0 11-10-0 13-7-8 18-3-12 23-11-12 29-0-0 35-0-0
2-2-0 4-11-0 4-9-0 1-9-8 4-8-4 5-8-0 5-0-4 6-0-0
Plate Offsets(X,Y)-- [2:0-5-6,0-0-0],[9:0-4-0,0-2-3],[11:0-2-10,Edge],[18:0-2-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.59 14-15 >713 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.11 14-15 >376 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.48 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.81 14-15 >514 240 Weight:188 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
2-20:2x6 SP No.2,3-18:2x4 SP M 31,6-17:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 one side
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=115(LC 11)
Max Uplift 2=-830(LC 12),11=-821(LC 12)
Max Grav 2=1366(LC 1),11=1343(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-397/389,3-5=-4172/3504,5-6=-3049/2636,6-7=-2807/2524,7-8=-3475/3052,
8-9=-3475/3052,9-10=-5166/4292,10-11=-5753/4774
BOT CHORD 3-19=-3243/3986,18-19=-3243/3986,6-18=-692/852,16-17=-342/378,15-16=-2106/2699,
14-15=-3286/4178,13-14=-4536/5493,11-13=-4459/5470
WEBS 5-19=-118/353,5-18=-1230/1094,16-18=-1820/2379,7-18=-283/373,7-16=-1100/913,
7-15=-788/1017,8-15=-273/351,9-15=-800/642,9-14=-1477/1938,10-14=-583/655
NOTES-
1)Attached 8-0-0 scab 1 to 4,back face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-2-12
from end at joint 1,nail 2 row(s)at 3"o.c.for 4-3-3;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=24ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-0-0,Exterior(2R) sealed by Velez,Joaquin, PE
12-0-0 to 16-2-15,Interior(1)16-2-15 to 23-0-0,Exterior(2R)23-0-0 to 27-2-15,Interior(1)27-2-15 to 36-0-0 zone;C-C for members In Digital Signature.
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a g g
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. must be verified
7)All plates are 3x4 MT20 unless otherwise indicated. signature
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic Copies.
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 Velez PE No.68182
will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cent 6634
10)Bearing at joint(s)11 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 100 lb uplift at joint(s)except Ot=lb) July 22,2021
2=830,11=82 1.
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 ROYALE W/COFFER
T24762352
M11499 A6 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:11 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-VObCe2E5umF9QqugStJIFvC_m4aZs9GZ6jgoAVyvrb6
1-0- 2-2-0 6-1-0 10-0-0 11-10-0 18-5-0 25-0-0 29-7-2 35-0-0 6-0-
0-0 2-2-0 3-11-0 3-11-0 1-10-0 6-7-0 6-7-0 4-7-2 5 4-14 1-0-0
Scale=1:61.5
5x8=
5x8=
4.00 12
5 34 35 6 36 7 37 38 39 8
4 33 409
N
32 41
3 A
N1 2 10 11 N o
toil
0 19 18 o d
20 16 5x8= 4x8— 13
3x5— 17 15 14 12
3x5= 3x6 3x6= 3x5=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 6-1-0 10-0-0 11-10-0,13-4-0 18-5-0 25-0-0 35-0-0
2-2-0 3-11-0 3-11-0 1-10-0 1-6-0 5-1-0 6-7-0 10-0-0
Plate Offsets(X,Y)-- [2:0-2-8,0-1-61,[5:0-5-4,0-2-81,[8:0-5-4,0-2-81,[10:0-0-10,Edge1,[17:0-2-8,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.15 12-31 >803 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.31 12-31 >388 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.10 20 >999 240 Weight:179 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 6-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 21-8-0 except Qt=length)2=0-8-0.
(lb)- Max Horz 2=97(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)except 2=-240(LC 12),14=-181(LC 12),12=-336(LC 12),15=-637(LC
12),10=-241(LC 12)
Max Grav All reactions 250 lb or less atjoint(s)except 2=326(LC 21),14=340(LC 22),12=667(LC 22),15=1264(LC
21),15=1241(LC 1),10=334(LC 22),10=31O(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-279/286,4-5=-245/465,5-6=-756/1088,6-7=-740/1074,7-8=-273/505,
8-9=-186/339,9-1 0=-291/31 1
BOT CHORD 3-19=-165/269,18-19=-165/269,17-18=-413/451,14-15=-356/311,12-14=-299/401,
10-12=-209/269
WEBS 5-18=-200/330,5-17=-919/777,7-17=-700/545,8-14=-310/197,8-12=-309/362,
9-12=-518/630,15-17=-1234/1034,6-17=-223/304,4-18=-704/671
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 10-0-0,Exterior(2R) This item has been
10-0-0 to 14-2-15,Interior(1)14-2-15 to 25-0-0,Exterior(2R)25-0-0 to 29-2-15,Interior(1)29-2-15 to 36-0-0 zone;C-C for members electronically signed and
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez,Joaquin, PE
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. using a Digital Signature.
4)Provide adequate drainage to prevent water ponding. Printed copies Of this
5)All plates are 3x4 MT20 unless otherwise indicated. document are not considered
6)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
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. Signature must be Verified
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 lb uplift at joint 2,181 lb uplift at on any electronic copies.
joint 14,336 lb uplift at joint 12,637 lb uplift at joint 15,241 lb uplift at joint 10 and 241 lb uplift at joint 10. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 22,2021
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 ROYALE W/COFFER
T24762353
M11499 B Common 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:12 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-zC9arOFjf4NO2_S1?agXn618UTw7bhKjLNZLixyvrb5
-1-0-0 6-11-0 13-10-0
1-0-0 6-11-0 6-11-0
Scale=1:24.5
5x6=
3
4.00 12
14 15
16
13
4
2x3 2 �
Io
5
2x3
4x4= 3x4=
6-11-0 13-10-0
6-11-0 6-11-0
Plate Offsets(X,Y)-- [4:0-2-6,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 5-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.11 5-9 >999 240 Weight:48 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 7-3-8 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=0-8-0,2=0-8-0
Max Horz 2=70(LC 11)
Max Uplift 4=-292(LC 12),2=-377(LC 12)
Max Grav 4=510(LC 1),2=568(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-967/1004,3-4=-966/1026
BOT CHORD 2-5=-858/883,4-5=-858/883
WEBS 3-5=-84/315
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=6ft;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 6-11-0,Exterior(2R)
6-11-0 to 9-11-0,Interior(1)9-11-0 to 13-10-0 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 292 lb uplift at joint 4 and 377 lb uplift at 9 a
joint 2. USIn Digital Signature.
9 g
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 22,2021
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 ROYALE W/COFFER
T24762354
M11499 BH7 Common Supported Gable 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:13 2021 Page 1
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-RPjy3kGMQOVtf71 DZILmKKI EQtDgK41 sal JuFNyvrb4
15-6-0 21-6-0
1-0-0 7-0-0 9-6-0 11-6-0 13-6-0 11-0 0 17-6-0 19-6-0 21-0-0 23-6-0 25-6-0 28-0-0 35-0-0 6-0-
1-0-0 7-0-0 2-6-0 2-0-0 2-0-0 0-6- 1-6-0 2-0-0 2-0-0 1-6-0 -6- 2-0-0 2-0-0 2-6-0 7-0-0
Scale=1:62.6
4.00 12 5x6=
TOP CHORD MUST BE BRACED BY END JACKS,
ROOF DIAPHRAGM,OR PROPERLY CONNECTED 12 14 16
PURLINS AS SP CIFIED.
46 9 19 5x6= 46
8 22
5x12% 4 24 5x12
26
3 11 15 18 20 27
5 7 10 13 17 21 23 25
44 45
n
,n 1 2 28 29 ry
� Icy
35 34 33 32 31 30
4x6= 3x8= 4x6= 3x6=
3x5=
7-0-0i 14-0-0 i 1-0-0 28-0-0 i 35-0-0
7-0-0 7-0-0 7-0-0 7-0-0 7-0-0
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[6:0-3-0,Edge],[24:0-3-0,Edge],[28:0-0-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.34 32-33 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 32-33 >628 240
BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.14 28 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.51 32-33 >826 240 Weight:211 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing.
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,18,15,7,23
OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
REACTIONS. (size) 2=0-8-0,28=0-8-0 (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
LC 10 GABLE END DETAILS AS APPLICABLE,OR CONSULT
Max Horz 2=-162
( ) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
Max Uplift 2=-825(LC 12),28=-825(LC 12)
Max Grav 2=1349(LC 1),28=1349(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3392/2710,3-4=-1213/961,4-8=-1156/955,8-9=-1144/986,9-12=-1122/1023,
12-14=-1125/1078,14-16=-1124/1079,16-19=-1121/1025,19-22=-1145/988,
22-26=-1157/957,26-27=-1214/962,27-28=-3393/2711,3-5=-2373/2084,5-7=-2376/2088,
7-10=-2376/2088,10-11=-2376/2088,11-13=-2376/2088,13-15=-2376/2088,
15-17=-2376/2088,17-18=-2376/2088,18-20=-2368/2087,20-23=-2368/2087,
23-25=-2368/2087,25-27=-2364/2083
BOT CHORD 2-35=-2456/3190,33-35=-2459/3166,32-33=-2693/3448,30-32=-2461/3167,
28-30=-2459/3191
WEBS 3-35=0/284,27-30=0/285,3-33=-251/336,18-33=-337/473,27-32=-248/351,
14-15=-401/437
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=12ft;B=45ft;L=24ft;eave=6ft;Cat. electronically signed and
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) sealed by Velez,Joaquin, PE
17-6-0 to 21-6-0,Interior(1)21-6-0 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 9 a I USn Digital Signature.
plate grip DOL=1.60 g g
3)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
4)Provide adequate drainage to prevent water ponding. Signed and Sealed and the
5)All plates are 3x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be Verified
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 on any electronic copies.
will fit between the bottom chord and any other members. Joaquin Velez PE No.68182
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at MiTek USA,Inc.FL Cent 6634
joint 28. 6904 Parke East Blvd.Tampa FL 33810
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
July 22,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply ROYALE W/COFFER
T24762355
M11499 GRA Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:15 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OngiUQHcy?lbvRBchiOEPIN ithxl o2o91 Lo?JGyvrb2
-1-0-0 4-1-8 5-7-3 8-2-13 9-8-8 13-10-0 14-10-0
1-0-0 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 1-0-0
Scale=1:28.3
2.37 12
4x4= 4x4=
4x10= 4x10=
4.00 12 21 4 22 23 5 24 6
3
2x3 2 7 2x3 II
1 8 IM
a
12 25 11 10 26 9
2x3 11 3x4= 3x4= 2x3 11
3x4= 3x4=
4-1-8 5-7-3 8-2-13 9-8-8 13-10-0
4-1-8 1-5-11 2-7-9 1-5-11 4-1-8
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 0.21 Vert(LL) 0.10 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.12 10-11 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:61 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=50(LC 24)
Max Uplift 2=-61 O(LC 8),7=-61O(LC 8)
Max Grav 2=930(LC 17),7=930(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2228/1379,3-4=-2178/1418,4-5=-2137/1389,5-6=-2178/1418,6-7=-2228/1379
BOT CHORD 2-12=-1262/2092,11-12=-1260/2102,10-11=-1352/2137,9-10=-1260/2102,
7-9=-1262/2092
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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)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. This Item has been
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 610 lb uplift at joint 2 and 610 lb uplift at electronically signed and
joint 7. sealed by Velez,Joaquin, PE
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 121 lb up at In Digital Signature.
4-1-8,93 lb down and 135 lb up at 5-0-0,97 lb down and 140 lb up at 5-7-3,78 lb down and 122 lb up at 5-11-0,78 lb down and using a g g
122 lb up at 7-11-0,97 lb down and 140 lb up at 8-2-13,and 93 lb down and 135 lb up at 8-10-0,and 79 lb down and 121 lb up at Printed copies of this
9-8-8 on top chord,and 38 lb down and 24 lb up at 4-1-8,43 lb down and 22 lb up at 5-0-0,56 lb down and 31 lb up at 5-7-3,44 lb document are not considered
down and 21 lb up at 5-11-0,44 lb down and 21 lb up at 7-11-0,56 lb down and 31 lb up at 8-2-13,and 43 lb down and 22 lb up at signed and sealed and the
8-10-0,and 38 lb down and 24 lb up at 9-8-8 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. signature must be verified
9)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.
Joaquin Velez PE No.68182
LOAD CASE(S) Standard MiTek USA,Inc.FL Cent 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33810
Uniform Loads(plf) Date:
Vert:1-3=-54,3-4=-54,4-5=-54,5-6=-54,6-8=-54,15-18=-20 July 22,2021
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 ROYALE W/COFFER
T24762355
M11499 GRA Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:15 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OngiUQHcy?lbvRBchiOEPINithxl o2o91 Lo?JGyvrb2
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-15(B)4=-73(B)5=-73(B)6=-15(B)12=-26(B)1 1=-92(B)10=-92(B)9=-26(B)21=-53(B)22=-65(B)23=-65(B)24=-53(B)25=-36(B)26=-36(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 ROYALE W/COFFER
T24762356
M11499 GRB Roof Special Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:18 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-oMWr6RKUFw7AmvwBMrxx1 N?APuzn?CubjJOfwbyvrb?
1-0- 5-0-0 10-3-0 15-6-0 18-6-0 21-6-0 26-2-0 28-1-0 31-1-10 35-0-0 6-0-
0- 5-0-0 5-3-0 5-3-0 3-0-0 3-0-0 4-8-0 1-11-0 3-0-10 3-10-6 -0-
Scale=1:67.1
5x6=
4.00 12
5x8— 3x4 11 4x12= 5x6= 3x8= 5x6= 9
3x4
3 30 31 4 32 33 34 5 35 36 6 37 7 38 39 40 8 R Rep 10
3x4 I I 3x4 11
u� 1 2 11 12 rn
A
6 6
21 41 42 20 43 19 44 18 45 4617 47 16 4815 14 13
3x4 11 3x6 1 3x4 1 3x8—
3x5— 4x12=3x6= 3x8= 3x6— 3x4— 3x5—
5-0-0 10-3-0 15-6-0 18-6-0 21-6-0 26-2-0 30-2-2 35-0-0
5-0-0 5-3-0 5-3-0 3-0-0 3-0-0 4-8-0 4-0-2 4-9-14
Plate Offsets(X,Y)-- [3:0-5-4,0-2-81,[5:0-5-12,0-2-0],[6:0-3-0,0-3-0],[20:0-2-12,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.08 20-21 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.16 20-21 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.02 18 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.12 20-21 >999 240 Weight:166 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=69(LC 7)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-552(LC 8),18=-1130(LC 8),16=-686(LC 8),11=-340(LC
25)
Max Grav All reactions 250 lb or less at joint(s)except 2=830(LC 17),18=1661(LC 17),16=852(LC 1),
11=475(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1908/1162,3-4=-1453/934,4-5=-1453/934,5-6=-133/545,6-7=-133/545,
7-8=-520/389,8-9=-591/459,9-10=-770/508,10-11=-888/568
BOT CHORD 2-21=-1014/1786,20-21=-1017/1809,18-20=-917/635,17-18=-917/635,16-17=-519/376,
14-16=-519/376,13-14=-233/480,11-13=-465/830
WEBS 3-21=-45/355,3-20=-378/233,4-20=-468/425,5-20=-1519/2484,5-18=-1430/1061,
5-17=-518/489,7-16=-691/586,7-14=-565/1043,8-14=-321/295,9-13=-173/344
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);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 electronically signed and
to the use of this truss component. Sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. document are not considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 552 lb uplift at joint 2,1130 lb uplift at signed and sealed and the
joint 18,686 lb uplift at joint 16 and 340 lb uplift at joint 11. must be verified
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)251 lb down and 293 lb up at signature
5-0-0,105 lb down and 122 lb up at 7-1-13,105 lb down and 122 lb up at 9-1-13,105 lb down and 122 lb up at 11-1-13,105 lb on any electronic copies.
down and 122 lb up at 13-1-13,105 lb down and 122 lb up at 15-1-13,101 lb down and 137 lb up at 17-1-13,and 101 lb down and Joaquin Velez PE No.68182
137 lb up at 19-1-13,and 101 lb down and 137 lb up at 21-0-13 on top chord,and 111 lb down and 68 lb up at 5-0-0,44 lb down MiTek USA,Inc.FL Cent 6634
and 21 lb up at 7-1-13,44 lb down and 21 lb up at 9-1-13,44 lb down and 21 lb up at 11-1-13,44 lb down and 21 lb up at 13-1-13, 6904 Parke East Blvd.Tampa FL 33810
44 lb down and 21 lb up at 15-1-13,47 lb down and 108 lb up at 17-1-13,and 47 lb down and 108 lb up at 19-1-13,and 47 lb down Date:
and 108 lb up at 21-0-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. July 22,2021
9)In the LOAD CASE(S)section,loads applied 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 ROYALE W/COFFER
T24762356
M11499 GRB Roof Special Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:18 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-oMWr6RKUFw7AmvwBMrxx1 N?APuzn?CubjJOfwbyvrb?
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-8=-54,8-9=-54,9-12=-54,24-27=-20
Concentrated Loads(lb)
Vert:3=-154(F)21=-109(F)30=-65(F)31=-65(F)32=-65(F)34=-65(F)35=-65(F)36=-61(F)37=-61(F)38=-61(F)41=-39(F)42=-39(F)43=-39(F)44=-39(F)
45=-39(F)46=-43(F)47=-43(F)48=-43(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 ROYALE W/COFFER
T24762357
M11499 GRC HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:20 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-klebX7LInXOu?C4ZTGzP6o4PeiZiT6cuBcVmzTyvraz
1-0- 5-1-0 8-0-0 11-10-0 13-8-0 16-10-11 18-1-5 21-11-5 27-0-0 30-7-2 35-0-0 6-0-
-0-0 2-2-0 2-11-0 2-11-0 3-10-0 1-10-0 3-2-11 2-11 3-10-0 5-0-11 3-7-2 4-4-14 -0-0
Scale=1:61.3
5xl2 MT18HS= 4x10=
5x8 MT18HS=
4.00 12 3x6= 4x12=
5 36 37 38 6 39 40 7 418 42 43 9 44 45 46 10
4 11
3
�1 2 12 13
0 23 22 47 48
24 6x8= 20 21 19 4950 18 51 52 53 17 16 54 15 14
7x14= __
3x5= 3x5= 5x6 5x10= 4x6= 3x8 3x8=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 5-1-0 8-0-0 11-10-0 13-8-0 16-10-11 18-1-5 21-11-5 27-0-0 30-7-2 35-0-0
2-2-0 2-11-0 2-11-0 3-10-0 1_
2-2-0 3-2-11 -2-11 3-10-0 5-0-11 3-7-2 4-4-14
Plate Offsets(X,Y)-- [2:0-1-6,0-0-4],[5:0-9-0,0-2-8],[7:0-3-8,0-2-0],[10:0-4-0,0-2-3],[12:0-4-0,Edge],[21:0-4-12,0-24],[22:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.45 15-17 >564 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.31 15-17 >821 240 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:180 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-21,9-18
6-19:2x6 SP No.2,7-21:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,19=0-8-0,12=0-8-0
Max Horz 2=79(LC 24)
Max Uplift 2=-149(LC 8),19=-4434(LC 8),12=-1752(LC 8)
Max Grav 2=423(LC 29),19=4497(LC 1),12=1409(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-939/0,4-5=-670/20,5-6=-2847/3295,6-7=-2949/3362,7-9=-150/1124,
9-10=-3194/4116,10-11=-3369/4274,11-12=-3658/4542
BOT CHORD 3-23=0/957,22-23=0/957,21-22=-17/786,18-19=-1482/1308,17-18=-3308/2551,
15-17=-3308/2551,14-15=-4227/3447,12-14=-4227/3447
WEBS 4-22=-676/282,5-22=-782/1305,5-21=-3867/2882,9-18=-2818/3090,9-17=-781/603,
9-15=-715/807,10-15=-541/369,11-15=-388/559,19-21=-4491/4356,6-21=-379/353,
7-18=-2073/1796,18-21=-1838/1419,7-21=-3758/4283
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);porch right exposed;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 electronically signed and
to the use of this truss component. Sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
6)All plates are 3x4 MT20 unless otherwise indicated. Printed copies Of this
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 2,4434 lb uplift at signature must be verified
joint 19 and 1752 lb uplift at joint 12. On any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 22,2021
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 ROYALE W/COFFER
T24762357
M11499 GRC HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:20 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-klebX7LInXOu?C4ZTGzP6o4PeiZiT6cuBcVmzTyvraz
NOTES-
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 Ib down and 191 Ib up at 8-0-0,20 Ib down and 54 Ib up at
10-0-12,43 Ib down and 100 Ib up at 12-0-12,43 Ib down and 100 Ib up at 14-0-12,43 Ib down and 100 Ib up at 16-0-12,43 Ib down and 100 Ib up at 17-6-0,43 Ib
down and 100 Ib up at 18-11-4,43 Ib down and 100 Ib up at 20-11-4,43 Ib down and 100 Ib up at 22-11-4,and 43 Ib down and 100 Ib up at 24-11-4,and 494 Ib down
and 743 Ib up at 27-0-0 on top chord,and 714 Ib down and 501 Ib up at 8-0-0,232 Ib down and 162 Ib up at 10-0-12,187 Ib down and 287 Ib up at 11-10-0,187 Ib
down and 258 Ib up at 14-0-12,187 Ib down and 246 Ib up at 16-0-12,187 Ib down and 246 Ib up at 17-6-0,187 Ib down and 246 Ib up at 18-11-4,187 Ib down and 246
Ib up at 20-11-4,187 Ib down and 246 Ib up at 22-11-4,and 187 Ib down and 246 Ib up at 24-11-4,and 352 Ib down and 419 Ib up at 26-11-4 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
11) 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:1-5=-54,5-10=-54,10-13=-54,24-27=-20,21-30=-20,20-33=-20
Concentrated Loads(lb)
Vert:5=-42(B)1 0=-447(B)16=-187(B)22=-714(B)15=-352(B)38=-29(B)39=-29(B)40=-29(B)41=-29(B)42=-29(B)43=-29(B)44=-29(B)46=-29(B)47=-232(B)
48=-187(B)49=-1 87(B)50=-1 87(B)51=-1 87(B)52=-1 87(B)53=-1 87(B)54=-1 87(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 ROYALE W/COFFER
T24762358
M 11499 J 1 Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:21 2021 Page 1
ID:Jw_d4CNXcRg56HGAVSnKY9ywCyi-CxBzkTMNYrWkdMel1zUef0djf63OCnP1 PGFJWvyvray
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:6.1
3
4.00 12
2
2x3
, 1
4
3x4=
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 6 >999 240 Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=48(LC 12)
Max Uplift 3=-4(LC 9),2=-140(LC 12)
Max Grav 3=10(LC 17),2=118(LC 1),4=17(LC 12)
FORCES. (Ib)-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)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 4 lb uplift at joint 3 and 140 lb uplift at
joint 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 22,2021
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 ROYALE W/COFFER
T24762359
M11499 J2 JACK-OPEN 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:22 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-h81MypN?J8ebEWDybhOtBDAuPVNoxEfBew_t2Myvrax
-1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 12
2
0
N
2x3
, 1
4
3x4=
2-0-0
r 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=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=67(LC 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. (Ib)-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=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 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 22,2021
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 ROYALE W/COFFER
T24762360
M11499 J3 Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:23 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-9KJk99Od3SmSsgo89OX6kRi3CvinghvKtakQaoyvraw
-1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:9.4
3
4.00 12 9
2
2x3 11
, 1
4
3x4=
3-0-0
3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 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 Wind(LL) 0.01 4-8 >999 240 Weight:12 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-54(LC 12),2=-146(LC 12),4=-4(LC 12)
Max Grav 3=63(LC 1),2=172(LC 1),4=50(LC 3)
FORCES. (Ib)-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=6ft;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 2-11-4 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 54 lb uplift at joint 3,146 lb uplift at joint
2 and 4 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 22,2021
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 ROYALE W/COFFER
T24762361
M11499 J4 JACK-OPEN 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:23 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-9KJk99Od3SmSsgo89OX6kRiukvWTghvKtakQaoyvraw
-1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
4.00 12
10
N
n'
N
M
2
1 2x3 9
11 4
3x4=
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-0-14,Edge
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 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=0%
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=6ft;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 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 22,2021
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 ROYALE W/COFFER
T24762362
M11499 J4C Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:24 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-dWt6MVOFgmuJUgNKi52LHeF6BJzhP79U6ET_6Eyvrav
-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
N
M
2 3
2x3 11 4x6 o
1 5 0
6
3x4 11
3x4=
2-2-0 4-0-0-2-0 4-0-0
2-2-0 1-10-0
Plate Offsets(X,Y)-- [3:0-2-8,0-1-15]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 64 lb uplift at joint 4,161 lb uplift at joint
2 and 22 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 22,2021
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 ROYALE W/COFFER
T24762363
M11499 J5 JACK-OPEN 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:25 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-5jRUagPtb3OA5zyXGpZapsoNRjFb8aPdKuDXfhyvrau
-1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:12.7
3
4.00 12
9
2
2x3 11
1
4
3x4=
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.05 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 Wind(LL) 0.08 4-8 >761 240 Weight:18 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=123(LC 12)
Max Uplift 3=-106(LC 12),2=-177(LC 12),4=-7(LC 12)
Max Grav 3=119(LC 1),2=242(LC 1),4=84(LC 3)
FORCES. (Ib)-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=6ft;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 4-11-4 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 106 lb uplift at joint 3,177 lb uplift at
joint 2 and 7 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 22,2021
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 ROYALE W/COFFER
T24762364
M11499 J5P JACK-OPEN 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:26 2021 Page 1
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Zv?snAQVMN8lj7Xjq W4pM3KWt7gatl fmZYy4B7yvrat
-1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:12.7
3
4.00 12
9
2
2x3 11
1
10 4
3x5=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-14,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.17 4-8 >345 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.05 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:18 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=123(LC 12)
Max Uplift 3=-122(LC 12),2=-278(LC 12),4=-92(LC 12)
Max Grav 3=115(LC 1),2=242(LC 1),4=87(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=6ft;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 4-11-4 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 122 lb uplift at joint 3,278 lb uplift at
joint 2 and 92 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 22,2021
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 ROYALE W/COFFER
T24762365
M11499 J6 JACK-OPEN 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:27 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-15ZF?WR87hGuLH6vOEb2uHthiW_NcQOwoCiejZyvras
-1-0-0 3-8-8 6-0-0
1-0-0 3-8-8 2-3-8
Scale=1:14.3
4
2x3
4.00 12
3
12 N m
11
2
2x3 11
1
13 14 6 5
6x8=
4x5=
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-1-10,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.21 6-10 >344 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.06 6-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.29 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 6-4-3 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 12)
Max Uplift 4=-25(LC 12),2=-315(LC 12),5=-235(LC 12)
Max Grav 4=40(LC 17),2=278(LC 1),5=185(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-240/586
BOT CHORD 2-6=-817/225
WEBS 3-6=-267/969
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=6ft;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. This Item has been
5)Refer to girder(s)for truss to truss connections. electronically signed and
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 4,315 lb uplift at joint sealed by Velez,Joaquin, PE
2 and 235 lb uplift at joint 5.
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 22,2021
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 ROYALE W/COFFER
T24762366
M11499 J6C Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:28 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-VH7dCsRmu_0IyRh6xx7HRUPtEwK?Lx83OsRBGOyvrar
-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 12
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)-- [3:0-5-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 113 lb uplift at joint 4,193 lb uplift at This item has been
joint 2 and 25 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 22,2021
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 ROYALE W/COFFER
T24762367
M11499 J8 JACK-OPEN 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:29 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-zUg?QCSOfl WcabG I VfeW_iy49KkP4GrDFWBlosyvraq
-1-0-0 4-3-2 8-0-0
1-0-0 4-3-2 3-8-14
Scale=1:17.6
4
4.00 12
3x5
3
13 N
N
N
N
12
2x3 11 2
1
14 15 7 6 5
2x3 11 6x8=
3x4=
4-3-2 7-0-0 8-0-0
4-3-2 2-8-14 1-0-0
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 0.29 Vert(LL) 0.08 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.02 6-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) -0.01 5 n/a n/a
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 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-6 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=-85(LC 12),2=-391(LC 12),5=-267(LC 12)
Max Grav 4=83(LC 1),2=351(LC 1),5=207(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-528/1545
BOT CHORD 2-7=-1713/487,6-7=-1713/487
WEBS 3-6=-522/1839,3-7=-682/192
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=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 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 85 lb uplift at joint 4,391 lb uplift at joint electronically signed and
2 and 267 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 22,2021
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 ROYALE W/COFFER
T24762368
M11499 J8C Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:30 2021 Page 1
I D:kFvnsnOwY419ZhO_nM3lc6y1J9g-SgENdYTOQceTCIrU3M91WvVBXkxUpmTMUAwl Kuyvrap
-1-0-0 2-2-0 4-11-4 8-0-0
1-0-0 2-2-0 2-9-4 3-0-12
5 Scale=1:18.5
4.00 12 2x3
4
13 N
N
n
N
2x3 2 3
4x6 9
7 6 0
1 d
3x4 =
8
3x4 11
3x4=
2-2-0 8-0-0
2-2-0 5-10-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.11 3-7 >852 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.25 3-7 >380 240
BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) -0.09 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.23 8 >419 240 Weight:32 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 5-3-9 oc bracing:3-7.
OTHERS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 5=-47(LC 12),2=-228(LC 12),6=-142(LC 12)
Max Grav 5=38(LC 1),2=351(LC 1),6=252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-519/784
BOT CHORD 3-7=-1028/625
WEBS 4-7=-676/1115
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 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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 5,228 lb uplift at joint electronically signed and
2 and 142 lb uplift at joint 6. 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 22,2021
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 ROYALE W/COFFER
T24762369
M11499 JA Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:30 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-SgENdYTOQceTCIrU3M91WvVGNk7UpreMUAwlKuyvrap
-1-0-0 2-4-3
1-0-0 2-4-3
Scale=1:8.3
3
M
4.00 12
0
N
2
N
d)
2x3
1
><
4
3x4=
2-4-3
2-4-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 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 Wind(LL) 0.00 8 >999 240 Weight:10 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 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=72(LC 12)
Max Uplift 3=-36(LC 12),2=-139(LC 12),4=-3(LC 9)
Max Grav 3=46(LC 1),2=150(LC 1),4=37(LC 3)
FORCES. (Ib)-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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3,139 lb uplift at joint
2 and 3 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 22,2021
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 ROYALE W/COFFER
T24762370
M11499 JB Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:31 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-wsolquUeBvmKpuPgd3g_361 PE8GSYIuWjggrsKyvrao
-1-2-5 5-5-11
1-2-5 5-5-11
Scale=1:12.5
3
3.35 12
9
2
2x3 11
1
4
3x4=
5-5-12
5-5-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.04 4-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.08 4-8 >855 240
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) 0.10 4-8 >624 240 Weight:20 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 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=115(LC 12)
Max Uplift 3=-111(LC 12),2=-208(LC 12),4=-6(LC 12)
Max Grav 3=129(LC 1),2=272(LC 1),4=91(LC 3)
FORCES. (Ib)-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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-2-5 to 3-0-10,Exterior(2R)3-0-10 to 5-4-15 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 111 lb uplift at joint 3,208 lb uplift at
joint 2 and 6 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 Cert 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 22,2021
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 ROYALE W/COFFER
T24762371
M11499 JC Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:32 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-03M82EUGyDuBR2_tAnBDbKactXgXH18fxUPPPnyvran
-1-0-0 1-1-4
1-0-0 1-1-4
Scale=1:6.2
3
4.00 12
M
Y
2 0
co
ao
0
2x3 11
1
4
3x4=
1-1-4
1-1-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 6 >999 240 Weight:6 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 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=50(LC 12)
Max Uplift 3=-6(LC 9),2=-138(LC 12)
Max Grav 3=13(LC 17),2=119(LC 1),4=13(LC 12)
FORCES. (Ib)-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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 138 lb uplift at
joint 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 22,2021
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 ROYALE W/COFFER
T24762372
M11499 KJ5 Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:33 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-sFwWFaVujXO13CZ3kUiS8X7jcx5FOCNoA89yxDyvram
-1-5-0 3-11-0 7-0-2
1-5-0 3-11-0 3-1-2
Scale=1:16.2
3
N
2.83 12 0
9
N
M
n
2
2x3
1
10 11 4
3x4=
7-0-2
7-0-2
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.10 4-8 >827 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.20 4-8 >421 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.14 4-8 >587 240 Weight:25 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=0-10-15,4=Mechanical
Max Horz 2=122(LC 21)
Max Uplift 3=-142(LC 8),2=-279(LC 8),4=-24(LC 8)
Max Grant 3=166(LC 1),2=355(LC 1),4=124(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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);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 142 lb uplift at joint 3,279 lb uplift at
joint 2 and 24 lb uplift at joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 lb down and 67 lb up at
4-4-0,and 38 lb down and 67 lb up at 4-4-0 on top chord,and 9 lb down and 6 lb up at 1-6-1,9 lb down and 6 lb up at 1-6-1,and
22 lb down and 13 lb up at 4-4-0,and 22 lb down and 13 lb up at 4-4-0 on bottom chord. The design/selection of such connection This item has been
device(s)is the responsibility of others. electronically Signed and
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Sealed by Velez,Joaquin, PE
LOAD CASE(S) Standard using a Digital Signature.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Printed copies of this
Uniform Loads(plf) document are not considered
Vert:1-3=-54,4-6=-20 signed and sealed and the
Concentrated Loads(lb) must be verified
Vert:9=-3(F=-1,B=-1)10=-7(F=-3,B=-3)11=-20(F=-10,B=-10) signature
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 22,2021
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 ROYALE W/COFFER
T24762373
M11499 KJ8 DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:34 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-KRUuTvWXUg9ugM8FICDhglfuMLPRIY3yPouWTfyvral
-1-5-0 7-2-7 11-0-12 11-3r0
1-5-0 7-2-7 3-10-5 0-2-4
Scale=1:21.0
3x6
4 5
2.83 12 3x4 7::� 15
3
14
N
M
r N
13 N
2x3 2
LLJ
16 17 8 18 7
2x3 6
3x4=
3x5—
7-2-7 11-0-12 11-3r0
7-2-7 3-10-5 0-2-4
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 0.39 Vert(LL) 0.19 8-12 >695 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.14 8-12 >971 240
BCLL 0.0 * Rep Stress Incr NO WB 0.48 Horz(CT) -0.02 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 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-13 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=180(LC 8)
Max Uplift 5=-613(LC 9),2=-708(LC 8),6=-203(LC 8)
Max Grav 5=494(LC 1),2=610(LC 1),6=193(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1300/1411
BOT CHORD 2-8=-1475/1242,7-8=-1475/1242
WEBS 3-8=-596/461,3-7=-1371/1627,4-7=-689/472
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=6ft;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 613 lb uplift at joint 5,708 lb uplift at This item has been
joint 2 and 203 lb uplift at joint 6. 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 2-11-0,51 lb down and 112 lb up at 5-8-15,51 lb down and 112 lb up at 5-8-15,and 103 lb In Digital Signature.
down and 31 lb up at 8-6-14,and 103 lb down and 31 lb up at 8-6-14 on top chord,and 11 lb down and 3 lb up at 2-11-0,11 lb using a g g
down 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 157 lb down and 205 lb up Printed copies of this
at 8-6-14,and 157 lb down and 205 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the document are not considered
responsibility of 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:1-5=-54,6-10=-20 6904 Parke East Blvd.Tampa FL 33810
Concentrated Loads(lb) Date:
Vert:14=-25(F=-13,B=-13)16=-11(F=-6,B=-6)17=-43(F=-21,B=-21)18=-313(F=-157,B=-157) July 22,2021
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 ROYALE W/COFFER
T24762374
M11499 KJA Jack-Open Girder 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:35 2021 Page 1
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-oe2GgFX9F8Hll WjSsvlwDyC51 IoHU6t5dSe3?6yvrak
-1-2-9 3-3-15 5-11-12
1-2-9 3-3-15 2-7-13
Scale=1:13.9
3
3.30 12
NAILED
9
0
2
2x3 11
1
cccjjj 10 4
NAILED
3x4=
5-11-12
5-11-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.05 4-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.10 4-8 >722 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.07 4-8 >999 240 Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-12 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=0-9-3,4=Mechanical
Max Horz 2=122(LC 8)
Max Uplift 3=-121(LC 8),2=-224(LC 8),4=-13(LC 8)
Max Grav 3=139(LC 1),2=295(LC 1),4=105(LC 3)
FORCES. (Ib)-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);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 121 lb uplift at joint 3,224 lb uplift at
joint 2 and 13 lb uplift at joint 4.
7)"NAILED"indicates 2-12d(0.148"x3.25)toe-nails per NDS guidlines.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
This item has been
LOAD CASE(S) Standard electronically signed and
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 sealed by Velez,Joaquin, PE
Uniform Loads
Vert:1-3=-54,4-6=-20 using a Digital Signature.
Concentrated Loads(lb) Printed copies of this
Vert:10=-7(B) 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 22,2021
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 ROYALE W/COFFER
T24762375
M11499 KJB Jack-Open Girder 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:37 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-kO915xYPmIXTYgtgzKnOINHT8YV?yON05m7A4_yvrai
-1-2-9 4-10-7
1-2-9 4-10-7
Scale=1:11.9
3
3.30 12
0
a9
A
2
2x3 11
1
9 4
3x4=
4-10-7
4-10-7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.02 4-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.04 4-8 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.03 4-8 >999 240 Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-7 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=0-9-3,4=Mechanical
Max Horz 2=104(LC 21)
Max Uplift 3=-94(LC 8),2=-206(LC 8),4=-9(LC 8)
Max Grav 3=11 O(LC 1),2=255(LC 1),4=83(LC 3)
FORCES. (Ib)-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);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 94 lb uplift at joint 3,206 lb uplift at joint
2 and 9 lb uplift at joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10 lb down and 8 lb up at 1-5-6
on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). This Item has been
LOAD CASE(S) Standard electronically signed and
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 sealed by Velez,Joaquin, PE
Uniform Loads(plf) using a Digital Signature.
Vert:1-3=-54,4-6=-20 Printed copies of this
Concentrated Loads(lb) document are not considered
Vert:9=-5(B) 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 22,2021
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 ROYALE W/COFFER
T24762376
M11499 KJC DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:38 2021 Page 1
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-DDjPI HZ1 X3fK9zS 1 X2ldrbgbMymyhOpXKQsjcQyvrah
-1-5-0 2-0-5 2-11-4 8-0-0 11-0-12 11-3r0
1-5-0 2-0-5 0-10-15 5-0-12 3-0-12 0-2-4
Scale=1:22.1
2x3
NAILED 5 6
NAILED 15
3x4
2.83 12 4 18
NAILED
NAILED
17
NAILED u
NAILED a m
r
16 5
3
2x3 11, 2
3x = o
19 9 20 8 0
10
NAILED 2x3 1 3x4=
NAILED
NAILED NAILED
4x4— NAILED NAILED
2-11-4 8-0-0 11-0-12 1 -3 0
0-6-1 2-111 5-0-12 3-0-12 0-2-4
Plate Offsets(X,Y)-- [2:0-7-3,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.33 10 >404 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.33 10 >396 240
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:90 Ito 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 7-6-1 oc bracing.
2-10:2x6 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-11:2x4 SP No.3
LBR SCAB 1-6 2x4 SP M 30 both sides
REACTIONS. (size) 6=Mechanical,2=0-10-15,7=Mechanical
Max Horz 2=181(LC 8)
Max Uplift 6=-183(LC 8),2=-474(LC 8),7=-224(LC 8)
Max Grav 6=313(LC 1),2=617(LC 1),7=302(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-1364/824
BOT CHORD 3-9=-900/1338,8-9=-900/1338
WEBS 4-9=-161/352,5-8=-168/327,4-8=-1488/1001
NOTES-
1)Attached 13-1-0 scab 1 to 6,both face(s)2x4 SP M 30 with 1 row(s)of 1Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-8-2
from end at joint 1,nail 1 row(s)at 7"o.c.for 5-1-4.
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);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez,Joaquin, PE
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. using a Digital Signature.
6)Refer to girder(s)for truss to truss connections. Printed copies of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6,474 lb uplift at document are not considered
joint 2 and 224 lb uplift at joint 7. signed and sealed and the
8)"NAILED"indicates 3-10d(0.148"xW)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. must be verified
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signature
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=-54,2-10=-20,7-12=-20 Date:
July 22,2021
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 ROYALE W/COFFER
T24762376
M11499 KJC DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:38 2021 Page 2
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-DDjPI HZ1 X3fK9zS 1 X2ldrbgbMymyhOpXKQsjcQyvrah
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:10=-11(F=-6,B=-6)17=-20(F=-10,B=-10)18=-110(F=-55,B=-55)19=-60(F=-30,B=-30)20=-111(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 ROYALE W/COFFER
T24762377
M11499 MV2 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:39 2021 Page 1
ID: kfiGCA6bx7j2SylHDXFw7ye3KX-hPHnWdaflNnBn7lD51psNoNr8MCCQwthY4cG8tyvrag
200—
2-0-0
4.00 12 Scale=1:6.1
2
oi
3
3x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 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=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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 20 lb uplift at joint 1 and 30 lb uplift at
joint 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 22,2021
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 ROYALE W/COFFER
T24762378
M11499 MV4 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jul 21 12:09:40 2021 Page 1
ID: kfiGCA6bx7j2SylHDXFw7ye3KX-9br9jzbH3gv2PHbPeSK5wOvugmW79N6gnkLghJyvraf
400
4-0-0
Scale=1:9.4
2
3x4 11
4.00 12
1
3
3x4 3x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 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=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 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. (Ib)-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=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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 54 lb uplift at joint 1 and 72 lb uplift at
joint 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 22,2021
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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