HomeMy WebLinkAboutTruss Cutsheets - Sterling(1) Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: M11496 - STERLING WITH COFFER CEILING MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T pa Fl-33610: 115
Customer Info: Wynne Development Project Name: The Sterling with coffer Model: ie Sterling wlt coffer
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 22 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 T24722048 A 7/19/21 15 T24722062 J8 7/19/21
2 T24722049 Al 7/19/21 16 T24722063 JA8 7/19/21
3 T24722050 A2 7/19/21 17 T24722064 JC4 7/19/21
4 T24722051 A3 7/19/21 18 T24722065 JC6 7/19/21
5 T24722052 A4 7/19/21 19 T24722066 JC8 7/19/21
6 T24722053 A5 7/19/21 20 T24722067 KJ8 7/19/21
7 T24722054 ATA 7/19/21 21 T24722068 KJA8 7/19/21
8 T24722055 ATB 7/19/21 22 T24722069 KJC8 7/19/21
9 T24722056 ATC 7/19/21
10 T24722057 BHA 7/19/21
11 T24722058 GRA 7/19/21
12 T24722059 J2 7/19/21
13 T24722060 J4 7/19/21
14 T24722061 J6 7/19/21
This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s)referenced above have been prepared by � %001 N v
MiTek USA,Inc.under my direct supervision based on the parameters � •,••�G•E•N 9 . J*��
provided by Chambers Truss. �' F
• No 68182 .
Truss Design Engineer's Name: Velez, Joaquin _ * •:* -
My license renewal date for the state of Florida is February 28,2023.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F
that the engineer named is licensed in the jurisdiction(s)identified and that the ��t` P•:���
designs comply with ANSI/TPI 1. These designs are based upon parameters � �` '• O R \O.• N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i SS' ••• ��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or ��'11 11O N A;
TRENCO's customers file reference purpose only,and was not taken into account in the
01
preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE No.68182
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
July 19,2021
Velez,Joaquin 1 of 1
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722048
M11496 A Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:37 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-Osz6ZRluydLtkCMfs_d63gX91aEIZE_vwzz5mNywYlu
1-0-q 2-2-0 7-0-0 9-10-0 11-10-0 13-8-0 , 19-1-0 24-6-0 26-2-0 28 4-11 36-0-0 $7-0-q
1-0-0 2-2-0 4-10-0 2-10-0 2-0-0 1-10-0 5-5-0 5-5-0 1-8-0 2-2-11 7-7-5 0-0
Scale=1:63.0
5x8 MT18HS= 5x12 MT18HS=
12 4x10= 5x8 MT18HS=
4.00
6 37 7 38 8 39 9 10 40 41 11 42 12
5 13
36 35 4
�43 Y
17 3 �44 I �^
1 2 17 16 14 15I�lo,
6 23 22 0 718 5x12 MT
24 20 19 4x8
6x12= 5x6=
Sx10 2.00 F12 4x10=
3x12=
2-2-0 7-0-0 9-10-0 11-10-0 13-8-0 19-1-0 24-6-0 26-2-0 36-0-0
2-2-0 4-10-0 2-10-0 2-0-0 1-10-0 5-5-0 5-5 0 1-8-0 9-10-0
Plate Offsets(X,Y)-- [2:0-5-3,0-3-0],[6:0-5-4,0-2-8],[9:0-4-O,Edge],[12:0-9-0,0-2-8],[14:0-2-10,Edge],[17:0-5-8,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.81 17-18 >530 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.51 17-18 >285 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.59 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 1.13 17-18 >382 240 Weight:203 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
2-24:2x6 SP No.2,3-21,17-19:2x4 SP M 31,7-20:2x4 SP No.3 WEBS 1 Row at midpt 11-18
WEBS 2x4 SP No.3*Except*
19-21:2x4 SP M 30
OTHERS 2x4 SP M 30*Except*
1-25,15-26:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,14=0-8-0
Max Horz 2=-119(LC 10)
Max Uplift 2=-842(LC 12),14=-846(LC 12)
Max Grav 2=1400(LC 1),14=1387(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-27=-389/404,3-5=-4413/3748,5-6=-3574/3088,6-7=-3738/3273,7-8=-3696/3238,
8-10=-5019/4291,10-11=-5019/4291,11-12=-6837/5781,12-13=-5612/4647,
13-14=-5943/5063
BOT CHORD 3-23=-3490/4234,22-23=-3490/4234,21-22=-2684/3369,19-20=-406/485,
18-19=-2838/3536,17-18=-5538/6870,16-17=-4231/5401,14-16=-4724/5656
WEBS 5-23=-138/308,5-22=-1055/980,6-22=-488/585,6-21=-544/668,19-21=-2440/3058,
8-21=-398/515,8-19=-1403/1203,8-18=-1357/1694,10-18=-322/386,12-17=-1840/2029,
12-16=-167/350,13-16=-337/539,11-17=-460/671,11-18=-1928/1595
NOTES- This item has been
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 1Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10 electronically signed and
from end at joint 1,nail 2 row(s)at 7"o.c.for 4-5-4;starting at 5-0-10 from end at joint 1,nail 1 row(s)at 7"o.c.for 2-10-13. Sealed by Velez,Joaquin, PE
2)Unbalanced roof live loads have been considered for this design. using a Digital Signature.
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=36ft;eave=5ft;Cat. Printed copies of this
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-3-12,Interior(1)2-3-12 to 9-10-0,Exterior(2R)
9-10-0 to 14-11-2,Interior(1)14-11-2 to 26-2-0,Exterior(2R)26-2-0 to 31-3-2,Interior(1)31-3-2 to 37-0-0 zone;C-C for members and document are not considered
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified
to the use of this truss component.
5)Provide adequate drainage to prevent water ponding. On any electronic Copies.
6)All plates are MT20 plates unless otherwise indicated. Joaquin Velez PE No.68182
7)All plates are 3x4 MT20 unless otherwise indicated. MiTek USA,Inc.FL Cent 6634
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33810
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 Date:
will fit between the bottom chord and any other members. July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722048
M11496 A Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:37 2021 Page 2
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-Osz6ZRluydLtkCMfs_d63gX91aEIZE_vwzz5mNywYlu
NOTES-
10)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=842,14=846.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722049
M11496 Al Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:39 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-yE4t_7n9UEbbzV W2_Pfa85cW pOxpl6QBNtSCrGywYls
11-0-Q 2-2-0 7-0-0 11-10-0 13-8-0 , 18-11-0 24-2-0 , 29-7-2 36-0-0 g7-0-Q
1-0- 2-2-0 4-10-0 4-10-0 1-10-0 5-3-0 5-3-0 5-5-2 6-4-14 -0-0
Scale=1:63.2
5x8= 3x10= 5x8 MT18HS=
4.00 F12 6 32 7 33 8 34 9
4 5 10 35
31
M
3 36 1 a
rn 1 I
2 14 11 12 C
lik 19 7x10 MT18HS= 13 IM
0 15 d
20 17 16
7x8= 5x10=
5x10 2.00 F12 3x10=
3x12=
-0 7000 1-100 113-0-0 185- 100 24-760 I272 36-0-0220 - 80 2-2- 4-10-0 1 6-4-14
Plate Offsets(X,Y)-- [2:0-5-3,0-3-0],[6:0-4-0,0-2-3],[9:0-4-0,0-2-3],[18:0-2-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.64 14-15 >678 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.20 14-15 >360 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.51 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.89 14-15 >487 240 Weight:203 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing.
2-20:2x6 SP No.2,3-18,11-14:2x4 SP M 31,6-17:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-21,12-22:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=-141(LC 10)
Max Uplift 2=-842(LC 12),11=-846(LC 12)
Max Grav 2=1400(LC 1),11=1387(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-23=-398/404,3-5=-4403/3779,5-6=-3231/2835,6-7=-3020/2743,7-8=-3895/3457,
8-9=-4851/4209,9-10=-5376/4530,10-11=-5995/5088
BOT CHORD 3-19=-3527/4225,18-19=-3527/4225,6-18=-759/913,16-17=-365/393,15-16=-2320/2911,
14-15=-3175/3958,13-14=-4776/5719,11-13=-4759/5703
WEBS 5-19=-101/334,5-18=-1295/1189,16-18=-2008/2576,7-18=-290/402,7-16=-1167/995,
7-15=-977/1211,8-15=-676/684,8-14=-836/1041,9-14=-1069/1413,10-14=-671/665
NOTES-
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 7"o.c.for 4-5-4;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.
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=36ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-3-12,Interior(1)2-3-12 to 11-10-0,Exterior(2R) sealed by Velez,Joaquin, PE
11-10-0 to 16-11-2,Interior(1)16-11-2 to 24-2-0,Exterior(2R)24-2-0 to 29-3-2,Interior(1)29-3-2 to 37-0-0 zone;C-C for members using a Digital Signature.
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. document are not considered
5)Provide adequate drainage to prevent water ponding. signed and Sealed and the
6)All plates are MT20 plates unless otherwise indicated. signature must be verified
7)All plates are 3x4 MT20 unless otherwise indicated. 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
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(jt=lb) July 19,2021
2=842 11=846.
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 STERLING WITH COFFER CEILING
T24722050
M11496 A2 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:40 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-QQeFCSonFYjSbf5EX7BphJ9eyoF4mayLcXCINiywYlr
1-0-q 2-2-0 7-0-0 11-10-0 13-10-0 18-0-0 22-2-0 28-7-2 36-0-0 $7-0-Q
1-0-0 2-2-0 4-10-0 4-10-0 2-0-0 4-2-0 4-2-0 6-5-2 7-4-14'
0-0
Scale=1:63.0
5x8 5x8 MT18HS=
4.00 12 6 7 33 8 34 9
32 35
31 4 5
10
3 36
14
n1 2 15 13 11 12 n m
1' 7x10 MT18HS= IM
0 20 19 o
17 16
5x10� 7x10= 5x12= 4x10=
3x12= 2.00 12
2-2-0 7-0-0 11-10-0 13-8-0 22-2-0 24-6-0 28-7-2 36-0-0
2-2-0 4-10-0 4-10-0 1-10-0 8-6-0 2 4-0 4-1-2 7-4-14
Plate Offsets(X,Y)-- [2:0-5-3,0-3-0],[7:0-2-4,0-2-8],[9:0-4-0,0-2-3],[11:0-2-10,Edge],[18:0-4-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.62 14 >697 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.19 15-16 >362 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.51 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.86 14 >503 240 Weight:206 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.
2-20:2x6 SP No.2,3-18:2x4 SP M 31,6-17:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-21,12-22:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=-163(LC 10)
Max Uplift 2=-842(LC 12),11=-846(LC 12)
Max Grav 2=1400(LC 1),11=1387(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-23=-410/405,3-5=-4406/3756,5-6=-3232/2867,6-7=-3141/2918,7-8=-2454/2311,
8-9=-3549/3168,9-10=-5279/4498,10-11=-6002/5104
BOT CHORD 3-19=-3503/4228,18-19=-3503/4228,6-18=-122/265,16-17=-376/374,15-16=-2492/3101,
14-15=-2848/3609,13-14=-4784/5720,11-13=-4771/5710
WEBS 5-19=-103/333,5-18=-1297/1119,16-18=-1612/2155,7-18=-1212/1309,7-16=-421/373,
8-16=-902/804,8-15=-438/688,9-15=-362/387,9-14=-1836/2192,10-14=-776/750
NOTES-
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 7"o.c.for 4-5-4;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.
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=36ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-3-12,Interior(1)2-3-12 to 13-10-0,Exterior(2R) sealed by Velez,Joaquin, PE
13-10-0 to 18-11-2,Interior(1)18-11-2 to 22-2-0,Exterior(2R)22-2-0 to 27-3-2,Interior(1)27-3-2 to 37-0-0 zone;C-C for members using a Digital Signature.
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. document are not considered
5)Provide adequate drainage to prevent water ponding. signed and Sealed and the
6)All plates are MT20 plates unless otherwise indicated. signature must be verified
7)All plates are 3x4 MT20 unless otherwise indicated. copies.
electronic
y ele an CIC
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin On an Velez No. is
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
8182
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(jt=lb) July 19,2021
2=842 11=846.
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 STERLING WITH COFFER CEILING
T24722051
M11496 A3 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:41 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-vdCdPooPOrrJ DpgR5gi2D Whs3BcIV3gUrBxlv8ywYlq
n1-0-Q 8-6-0 15-10-0 20-2-0 24-6-0 28-9 4 36-0-0 17-0-9
y-0- 8-6-0 7-4-0 4 4-0 4-4-0 4-3 4 7-2-12 0-
Scale=1:68.8
4.00 12 5x6= 5x6=
4 26 27 5
5x6
5x8 MT18HS 25 28 6 5x8 MT18HS
3 7 3x4
8 Y
r
u�
3x4 11 24 29
12 3x4 11
1 2 9 10
r� 13 7x8 MT18HS= 11 IM
15
14 4x10= 3x4 d
3x4 11 5x6=
2.00 12 =
3x5= 4x10
8-6-0 13-8-0 20-2-0 24-6- 1
0 28-9-4 %0-0
8-6-0 5-2-0 6-6-0 4-4-0 4-3 4 7-2- 2
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-4-0,0-3-4],[7:0-4-0,Edge],[9:0-2-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.57 11-12 >761 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.05 11-12 >410 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.40 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.78 11-12 >551 240 Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-185(LC 10)
Max Uplift 2=-846(LC 12),9=-846(LC 12)
Max Grav 2=1386(LC 1),9=1386(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3371/2812,3-4=-2633/2303,4-5=-2803/2524,5-6=-2968/2582,6-8=-5371/4478,
8-9=-5960/4855
BOT CHORD 2-15=-2531/3159,14-15=-2531/3153,13-14=-1849/2432,12-13=-4061/5146,
11-12=-4538/5675,9-11=-4529/5666
WEBS 3-15=0/306,3-14=-866/794,4-13=-433/671,5-13=-521/702,6-13=-2706/2259,
6-12=-1484/1946,8-12=-611/483
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 15-10-0,Exterior(2R)
15-10-0 to 19-5-3,Interior(1)19-5-3 to 20-2-0,Exterior(2R)20-2-0 to 23-9-3,Interior(1)23-9-3 to 37-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. sealed by Velez,Joaquin, PE
5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. document are not Considered
8)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the
capacity of bearing surface. signature must be Verified
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies.
2=846,9=846.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722052
M11496 A4 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:42 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-Npm?c8pl n9zAgzFdfYDHmkE1 xbxOEUee3rhsSbywYl p
18-2-0
ri-0-q 8-6-0 13-8-0 17-10-0 i8.Or0 24-6-0 28-9d 36-0-0 $7-0-q
1-OA 8-6-0 5-2-0 4-2-0 0-- 6-N 4-3-4 7-2-12 1-0-0
0-2-0
Scale=1:68.9
4.00 12 5x6=
6
3x4 5x6
3x6 26 5 27 5x8 MT18HS
7
3x4 4 8 3x4
3 9
3x4 25 28
3x4 11
u- 1 2 13 1011 m
0 14 7x8 MT18HS= 12 3x4 Io
16 15 4x12=
3x5= 3x4 11 6x8= 4x10=
2.00 12
18-2-0
8-6-0 13-8-0 17-10-0 18 Qr0 24-6-0 28-9-4 36-0-0
8-6-0 4-2-0 0- 6-4-0 4-3-4 7-2-12
0-2-0
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-4-0,Edge],[10:0-2-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.60 13 >722 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.11 13 >390 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.42 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.83 13 >522 240 Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-207(LC 10)
Max Uplift 2=-846(LC 12),10=-846(LC 12)
Max Grav 2=1386(LC 1),10=1386(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3361/2724,3-5=-2658/2283,5-6=-2455/2147,6-7=-2478/2130,7-9=-5400/4395,
9-10=-5952/4734
BOT CHORD 2-16=-2453/3147,15-16=-2453/3147,14-15=-1894/2512,13-14=-3890/5044,
12-13=-4421/5668,10-12=-4413/5658
WEBS 3-16=-3/315,3-15=-804/674,5-14=-344/335,7-14=-2984/2483,7-13=-1420/1957,
9-13=-571/453,6-14=-948/1211
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=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 23-1-2,Interior(1)23-1-2 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 This item has been
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. electronically signed and
4)All plates are MT20 plates unless otherwise indicated. Sealed by Velez,Joaquin, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
7)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified
2=846,10=846.
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722053
M11496 A5 Roof Special 7 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:43 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-r?KOgUgfXS51 S7gpDFkW IxmCs?HFzxgn IVQP_l ywYlo
i1-0-Q 8-6-0 13-8-0 18-0-0 24-6-0 28-9-4 36-0-0 37-0-p
h-0- 8-6-0 5-2-0 4 4-0 6-6-0 4-3-4 7-2-12 1-0-0
Scale=1:66.4
4.00 12 5x6
6
3x4% 5x6
3x6 5 26 27 5x8 MT18HS
7
3x4 4 8
3x4
3 9
3x4 25 28
13 3x4 11
u� 1 2 12 10 11 u> m
14 7x8 MT18HS= Ic;
d 3x4 11 0
16 15 4xl2=
3x5= 3x4 11 5x8= 4x10=
2.00 12
8-6-0 13-8-0 18-0-0 24-6-0 28-9-4 %0-0
8-6-0 5-2-0 4 4-0 6-6-0 4-3-4 7-2-12
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-4-0,Edge],[10:0-2-10,Edge],[15:0-2-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.60 13 >721 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.11 13 >390 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.42 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.83 13 >522 240 Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-208(LC 10)
Max Uplift 2=-846(LC 12),10=-846(LC 12)
Max Grav 2=1386(LC 1),10=1386(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3360/2674,3-5=-2660/2237,5-6=-2449/2100,6-7=-2469/2083,7-9=-5399/4296,
9-10=-5952/4653
BOT CHORD 2-16=-2397/3146,15-16=-2397/3146,14-15=-1843/2516,13-14=-3795/5044,
12-13=-4342/5668,10-12=-4335/5658
WEBS 3-16=-4/315,3-15=-799/668,5-14=-356/326,6-14=-932/1224,7-14=-2997/2423,
7-13=-1394/1957,9-13=-571/459
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 This item has been
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. electronically signed and
4)All plates are MT20 plates unless otherwise indicated. Sealed by Velez,Joaquin, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
7)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered
capacity of bearing surface. signed and sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified
2=846,10=846.
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722054
M11496 ATA COMMON 7 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:44 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-JCum 1 qrH ImDu4HPOmzFlr9JQuPfyiQrwX9AyWTywYln
11-0-q 8-1-1 13-10-2 18-0-0 22-1-14 27-10-15 36-0-0 $7-0-Q
'1-0-0 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:61.0
4.00 12 5x6=
6
P8 29
3x6% 5 27 30 7
3x6
4 8
3 9
26 31
u�1 2 10 11
IA
17 16 15 32 33 14 13 12 O
5x6 WB=4x8— 4x8—5x6 WB= 3x8=
3x8—
8-1-1 13-10-2 22-1-14 27-10-15 36-0-0
8-1-1 5-9-1 8-3-12 5-9-1 8-1-1
Plate Offsets(X,Y)-- [2:0-7-14,Edge],[10:0-7-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.38 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.70 14-15 >614 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.34 14-15 >999 240 Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=208(LC 11)
Max Uplift 2=-771(LC 12),10=-771(LC 12)
Max Grav 2=1638(LC 17),10=1638(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4017/2473,3-5=-3198/1974,5-6=-3197/2110,6-7=-3197/2110,7-9=-3198/1974,
9-10=-4018/2473
BOT CHORD 2-17=-2212/3922,15-17=-2212/3922,14-15=-1180/2400,12-14=-2218/3767,
10-12=-2218/3767
WEBS 6-14=-696/1188,7-14=-304/320,9-14=-940/712,9-12=-2/271,6-15=-696/1188,
5-15=-305/320,3-15=-938/712,3-17=-2/271
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 This item has been
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. electronically signed and
4)150.01b AC unit load placed on the top chord,18-0-0 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. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,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 at joint(s)except(jt=lb) signed and sealed and the
2=771,10=771. signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722055
M11496 ATB COMMON 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:45 2021 Page 1
I D:kFvnsnOwY419Zh0_n M31 c6yl J 9g-n OS8 FArw34 LkiQ_C Kgm_N MsY3 p2V Rt841 pv W 3vywYl m
i1-0-Q 8-1-1 13-10-2 18-0-0 , 22-1-14 27-10-15 , 36-0-0 $7-0-Q
y-0- 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:65.3
4.00 12 5x6=
6
3x4 II 29 30 3x4
3x6% 5 28 317
3x6
4x4 55� 4 8 4x4
3 9
3x4 11 27 : 32
3x4
'n 1 2 10 11 ,n
c] Ir?
33 18 17 1634 15 35 36 14 13 12 37
3x5=
3x4 11 3x6= 6x8= 6x8= 3x6= 3x4 11 3x5=
8-1-1 13-10-2 15-2-0 21-1%0 22114 27-10-15 36-0-0
8-1-1 5-9-1 1-3-14 6-8-0 0- - 4 5-9-1 8-1-1
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[10:0-0-6,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 0.74 Vert(LL) 0.49 18-23 >378 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.26 18-23 >726 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) -0.03 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14,6-16
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=208(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)15 except 2=-748(LC 12),10=-397(LC 12),14=-1515(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=698(LC 23),10=396(LC 22),15=378(LC 2),
14=1726(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1259/2604,3-5=-4591739,5-6=-457/864,6-7=-1543/797,7-9=-1645/794,
9-10=-326/262
BOT CHORD 2-18=-2358/1157,16-18=-2358/1157,15-16=-117/594,14-15=-117/594,12-14=-201/273,
10-12=-201/273
WEBS 6-14=-1138/2256,7-14=-317/293,9-14=-889/2198,9-12=-975/308,6-16=-1731/672,
5-16=-316/284,3-16=-923/2185,3-18=-972/334
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions This item has been
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. sealed by Velez,Joaquin, PE
4)150.01b AC unit load placed on the top chord,18-0-0 from left end,supported at two points,5-0-0 apart. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. document are not Considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) signed and sealed and the
2=748,10=397,14=1515. signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722056
M11496 ATC COMMON 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:47 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g-jnZugstAbhbSxk7aS5pSTnxtZckzvneN D7Od7oywYl k
11-0-Q 8-1-1 13-10-2 18-0-0 , 22-1-14 27-10-15 36-0-0 $7-0-Q
y-0- 8-1-1 5-9-1 4-1-14 4-1-14 5-9-1 8-1-1 1-0-0
Scale=1:65.3
4.00 12 5x6=
6
3x4 II 29 30 3x4
3x6% 5 28 317
3x6
4x4 55� 4 8 4x4
3 9
3x4 11 27 : 32
3x4
'n 1 2 10 11 ,n
33 18 17 1634 15 35 36 14 13 12 37
3x5=
3x4 11 3x6= 6x8— 6x8= 3x6= 3x4 11 3x5=
8-1-1 13-10-2 15-2-0 21-10-7 22114 27-10-15 36-0-0
8-1-1 5-9-1 1-3-14 6-8-7 0- -7 5-9-1 8-1-1
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[10:0-0-6,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 0.74 Vert(LL) 0.49 18-23 >378 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.26 18-23 >726 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) -0.03 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14,6-16
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length)14=0-11-5.
(lb)- Max Horz 2=-208(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)15 except 2=-748(LC 12),14=-1515(LC 12),10=-397(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=698(LC 23),14=1726(LC 2),10=396(LC 22),
15=378(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1259/2604,3-5=-4591739,5-6=-457/864,6-7=-1543/797,7-9=-1645/794,
9-10=-326/262
BOT CHORD 2-18=-2358/1157,16-18=-2358/1157,15-16=-117/594,14-15=-117/594,12-14=-201/273,
10-12=-201/273
WEBS 6-14=-1138/2256,7-14=-317/293,9-14=-889/2198,9-12=-975/308,6-16=-1731/672,
5-16=-316/284,3-16=-923/2185,3-18=-972/334
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 18-0-0,Exterior(2R)
18-0-0 to 21-7-3,Interior(1)21-7-3 to 37-0-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions This item has been
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. sealed by Velez,Joaquin, PE
4)150.01b AC unit load placed on the top chord,18-0-0 from left end,supported at two points,5-0-0 apart. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. document are not Considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) signed and sealed and the
2=748,14=1515,10=397. signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722057
M11496 BHA COMMON GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:49 2021 Page 1
ID:kFvnsnOwY419ZhO nM3lc6y1J9g-g9hf4XvQ7lrAA2HzZWrwYCOAoQMzNeSggRtjChywYli
16-0-0 24-0-0
1-0- 8-0-0 12-0-0 14-0-0 15-6-0 18-0-0 20-0-0 22-0-02-10-5 28-0-0 36-0-0 7-0-
1-0-0 8-0-0 4-0-0 2-0-0 1-6-00-6- 2-0-0 2-0-0 2-0-0 0-10-1 4-0-0 8-0-0 1-0-0
1-1-1 Scale:3/16"=l'
Top chord must be braced by end jacks,
5x6— roof diaphragm,or properly connected
purlins as specified.
9 12 14
7x10 MT18HS 7 16
5 18 7x10
4.00 12 6x10 5c = 6x
37 3 8 0 15 17 20 38
m
,n 1 2 21 22 N
28 39 27 40 2641 42 43 44 25 24 45 23
6x8— 5x8 MT18HS= 6x8= 6x8= 3x6 11 3x5=
3x6— 46=
8-0-0 15-6-0 22-10-15 28-0-0 36-0-0
8-0-0 7-6-0 7-4-15 5-1-1 8-0-0
Plate Offsets(X,Y)-- [3:0-3-8,Edge],[11:0-3-0,0-3-0],[20:0-3-8,Edge],[21:0-2-8,Edge],[28:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.54 26-28 >343 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.44 26-28 >422 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(CT) 0.03 21 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:214 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins.
BOT CHORD 2x4 SP M 31 Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 8-20
8-26,17-25:2x6 SP No.2,17-26,8-28:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-28,20-25
JOINTS 1 Brace at Jt(s):8,4,14,16,18
REACTIONS. All bearings 0-8-0 except Qt=length)25=0-11-5.
(lb)- Max Horz 2=208(LC 24)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-1298(LC 8),26=-4141(LC 8),25=-3391(LC 8),21=-937(LC TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
8) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Grav All reactions 250 lb or less at joint(s)except 2=1266(LC 1),26=4093(LC 1),25=3446(LC 1), (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
21=895(LC 1) GABLE END DETAILS AS APPLICABLE,OR CONSULT
QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3229/3110,20-21=-1927/1843,3-4=-3219/3523,4-6=-3219/3523,6-8=-3219/3523,
8-10=-826/1137,10-11=-826/1137,11-13=-826/1137,13-15=-826/1137,15-17=-826/1137,
17-19=-601/983,19-20=-601/983,3-5=-523/374,5-7=-436/406,7-9=-385/405,
9-12=-447/338,12-14=-403/355,14-16=-393/317,16-18=-387/353,18-20=-531/399
BOT CHORD 2-28=-2847/3021,26-28=-1351/1564,25-26=-1184/1330,23-25=-1418/1569,
21-23=-1640/1781
WEBS 8-26=-2758/2777,17-25=-976/814,3-28=-643/589,8-28=-4634/4586,20-23=-1921/1831,
20-25=-3188/3182,9-10=-706/623,6-7=-305/268,15-16=-462/406,18-19=-498/444
NOTES- This item has been
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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 using a Digital Signature.
to the use of this truss component. Printed copies of this
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. document are not considered
6)All plates are 3x4 MT20 unless otherwise indicated. Signed and Sealed and the
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signature must be Verified
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 on any electronic copies.
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1298 lb uplift at joint 2,4141 lb uplift at Joaquin Velez PE No.68182
joint 26,3391 lb uplift at joint 25 and 937 lb uplift at joint 21. MiTek USA,Inc.FL Cent 6634
10)Girder carries hip end with 8-0-0 end setback. 6904 Parke East Blvd.Tampa FL 33810
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722057
M11496 BHA COMMON GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:49 2021 Page 2
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-g9hf4XvQ7lrAA2HzZW rwYCOAoQMzNeSggRtjChywYli
NOTES-
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)212 lb down and 139 lb up at 8-0-0,and 212 lb down and 139 lb up at
27-11-4 on top chord,and 1494 lb down and 1477 lb up at 28-0-0,1494 lb down and 1477 lb up at 8-0-0,232 lb down and 297 lb up at 10-0-12,232 lb down and 297 lb
up at 12-0-12,232 lb down and 297 lb up at 14-0-12,232 lb down and 329 lb up at 16-0-12,232 lb down and 338 lb up at 18-0-0,232 lb down and 338 lb up at 19-11-4
,232 lb down and 338 lb up at 21-11-4,and 232 lb down and 297 lb up at 23-11-4,and 232 lb down and 297 lb up at 25-11-4 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
13) 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:1-3=-54,20-22=-54,28-31=-20,23-28=-47(F=-27),23-34=-20,3-12=-126(F=-72),12-20=-126(F=-72)
Concentrated Loads(lb)
Vert:27=-232(F)28=-1468(F)23=-1468(F)24=-232(F)37=-2(F)38=-2(F)39=-232(F)40=-232(F)41=-232(F)42=-232(F)43=-232(F)44=-232(F)45=-232(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722058
M11496 GRA HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:51 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6ylJ9g-cYpPVDwgfw6uQLRM hxtOdd6X9D1 IrX9y81MgGZywYlg
�1-0-Q 2-2-0 5-0-0 7-10-0 , 11-10-0 ,13-8-0 17-3-15 22-8-1 28-2-0 31-8-2 36-0-0 $7-0-p
O 2-2-0 2-10-0 2-10-0 4-0-0 1-10-0 3-7-15 5 4-3 5-5-15 3-6-2 4-3-14 -0-
Scale=1:67.6
5x12 MT18HS= 4x10=
5x8 MT18HS=
4.00 12 3x4 3x6= 4x8=
3x4 5 34 35 36 376 38 7 8 39 40941 42 43 44 10
4
Y
3x4 3 3x4
N 1 2 11 12 o N
z I�
0 21 20 as as
a �
22 3x4 6x8= 18 19 17 47 16 48 49 5015 14 51 13
8
3x5=3x6= = 5x12= 5x6 WB= 3x6 11 3x8=
5x6
3x4=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 5-0-0 7-10-0 11-10-0 13-8-0 17-3-15 22-8-1 28-2-0 31-8-2 36-0-0
2-2-0 2-10-0 2-10-0 4-0-0 1-10-0 3-7-15 5 4-3 5-5-15 3-6-2 4-3-14
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],[9:0-3-8,0-2-0],[10:0-5-4,0-2-8],[11:0-0-10,Edge],[19:0-5-0,0-3-0],[20:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.55 13-15 >483 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 13-15 >703 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.12 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:179 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-19,9-16
7-19:2x4 SP M 30,6-17:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,11=0-8-0,17=0-8-0
Max Horz 2=-97(LC 6)
Max Uplift 2=-143(LC 8),11=-1893(LC 8),17=-4251(LC 8)
Max Grav 2=431(LC 36),11=1506(LC 18),17=4201(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-925/0,4-5=-583/43,5-6=-2983/3315,6-7=-3112/3401,7-9=-406/1244,
9-10=-2970/4113,10-11=-3789/4780
BOT CHORD 3-21=0/950,20-21=0/950,19-20=-41/667,16-17=-1332/1177,15-16=-3934/2970,
13-15=-4495/3602,11-13=-4415/3537
WEBS 4-20=-694/287,5-20=-576/1057,5-19=-3907/2976,7-19=-3969/4693,7-16=-2105/1791,
9-16=-2948/3347,9-15=-1227/1081,10-15=-772/622,10-13=-1453/1177,
17-19=-4267/4276,6-19=-389/369,16-19=-2009/1522
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=36ft;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
to the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. sealed by Velez,Joaquin, PE
5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 143 lb uplift at joint 2,1893 lb uplift at signed and sealed and the
joint 11 and 4251 lb uplift at joint 17. signature must be Verified
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 lb down and 316 lb up at copies.
electronic 7-10-0,123 lb down and 170 lb up at 9-10-12,94 lb down and 47 lb up at 11-10-12,94 lb down and 47 lb up at 13-10-12,94 lb Joaquin Velez on any PE No.
down and 47 lb up at 15-10-12,94 lb down and 47 lb up at 18-0-0,94 lb down and 47 lb up at 20-1-4,94 lb down and 47 lb up at k USA,Inc.FL Cent82 MiTe 6634
22-1-4,94 lb down and 47 lb up at 24-1-4,and 94 lb down and 47 lb up at 26-1-4,and 212 lb down and 148 lb up at 28-2-0 on top MiTe Parke East Blvd.Tampa FL 33610
chord,and 576 lb down and 384 lb up at 7-10-0,96 lb down and 50 lb up at 9-10-12,232 lb down and 338 lb up at 11-10-0,232 lb
down and 296 lb up at 15-10-12,232 lb down and 296 lb up at 18-0-0,232 lb down and 296 lb up at 20-1-4,232 lb down and 296 Date:
lb up at 22-1-4,232 lb down and 296 lb up at 24-1-4,and 232 lb down and 296 lb up at 26-1-4,and 814 lb down and 980 lb up at July 19,2021
an haftom chord. The desi n/selection of such connection devices is the resDonsibilitv of others.
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 STERLING WITH COFFER CEILING
T24722058
M11496 GRA HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:51 2021 Page 2
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-cYpPVDwgfw6uQLRM hxtOdd6X9D1 IrX9y81MgGZywYlg
NOTES-
10) 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=-54,10-12=-54,22-25=-20,19-28=-20,18-31=-20
Concentrated Loads(lb)
Vert:5=-168(B)8=15(B)10=15(B)14=-232(B)20=-576(B)13=-814(B)6=15(B)34=-123(B)36=15(B)38=15(B)39=15(B)40=15(B)42=15(B)44=15(B)45=-90(B)
46=-232(B)47=-232(B)48=-232(B)49=-232(B)50=-232(B)51=-232(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 ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722059
M11496 J2 JACK-OPEN 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:52 2021 Page 1
ID:4ZITuJxlhx6CLXTDbl?aoJyxVOC-4kNnjZxJQDE11 VOYEeOdAresgdYEaDz6MP60o?ywYlf
1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:7.8
3
4.00 F12
2
0
N
r
2x3 11d
1
4
3x4=
2-0-0
2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 8 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=67(LC 12)
Max Uplift 3=-39(LC 12),2=-177(LC 12),4=-33(LC 9)
Max Grav 3=38(LC 1),2=141(LC 1),4=31(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3,177 lb uplift at joint
2 and 33 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722060
M11496 J4 JACK-OPEN 6 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:52 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-4kNnjZxJQDE11 VOYEeOdArehodM4aDz6MP60o?ywYlf
1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:11.1
3
4.00 F12 9
N
M
2
1 2x3 11
10 4
3x4=
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-1-6,0-0-0]
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 0.90 Vert(LL) 0.09 4-8 >538 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.02 4-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=104(LC 12)
Max Uplift 3=-95(LC 12),2=-242(LC 12),4=-72(LC 12)
Max Grav 3=89(LC 1),2=207(LC 1),4=68(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 3-11-4 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 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722061
M11496 J6 JACK-OPEN 6 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:54 2021 Page 1
I D:kFvnsnOwY419Zh0_n M31 c6yl J9g-07 UY8 FyZyrUTH pAxM3 R5FGk7u RB222 DPgj bUtuywYld
1-0-0 4-0-0 6-0-0
1-0-0 4-0-0 2-0-0
Scale=1:14.3
4
3x5 Q
4.00 F12 3
12
N M
N
11
2
2x3
1
14 6
5x10 4x5
3x6= 13 5
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-5-2,Edge],[2:0-0-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 6-10 >600 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 6-10 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:26 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 6-8-2 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 4=-15(LC 12),2=-311(LC 12),6=-245(LC 12)
Max Grav 4=42(LC 17),2=275(LC 1),6=197(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-233/691
BOT CHORD 2-6=-943/227
WEBS 3-6=-272/1130
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-7-3,Interior(1)2-7-3 to 5-11-4 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)N/A
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)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 4,311 lb uplift at joint Printed copies Of this
2 and 245 lb uplift at joint 6. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722062
M11496 J8 JACK-PARTIAL 11 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:54 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-07UY8FyZyrUTHpAxM3R5FGk4xR6022aPgjbUtuywYld
1-0-0 5-0-0 8-0-0
1-0-0 5-0-0 3-0-0
4 Scale=1:18.5
4.00 12 3x5
3
12 n
N
� N
11 N
2x3 11 2
1
13 14 6
5x10 11 4x5
3x8= 5
8-0-0
8-0-0
Plate Offsets(X,Y)-- [2:0-6-6,Edge],[2:0-0-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.36 6-10 >260 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.13 6-10 >710 240
BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:34 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 4-10-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 4=-33(LC 12),2=-387(LC 12),6=-318(LC 12)
Max Grav 4=60(LC 17),2=348(LC 1),6=252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-363/835
BOT CHORD 2-6=-1116/347
WEBS 3-6=-394/1270
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-11-4 zone;porch left
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)N/A
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)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 4,387 lb uplift at joint Printed copies Of this
2 and 318 lb uplift at joint 6. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722063
M11496 JA8 JACK-PARTIAL 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:55 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-UJ2wLbzBj8cKuzl7wmyKnTGFOrShnV_Y3N K2PKywYlc
-1-0-0 5-0-0 7-10-0
1-0-0 5-0-0 2-10-0
4 Scale=1:18.2
m
a
0
4.00 12 3x5
3
12 Y
n' N
N
11
2x3 2
1
13 14 6
5x10 II 4x5
3x8= 5
7-10-0
7-10-0
Plate Offsets(X,Y)-- [2:0-6-10,Edge],[2:0-0-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.34 6-10 >272 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-10 >753 240
BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:33 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=177(LC 12)
Max Uplift 4=-27(LC 12),2=-380(LC 12),6=-318(LC 12)
Max Grav 4=55(LC 17),2=342(LC 1),6=252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-343/792
BOT CHORD 2-6=-1068/327
WEBS 3-6=-378/1234
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-9-4 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)N/A
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)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 4,380 lb uplift at joint Printed copies Of this
2 and 318 lb uplift at joint 6. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722064
M11496 JC4 Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:56 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-yWclYx_pUSkBW7JJTUTZKhpRhEgzw1 zhH 14bxnywYlb
1-0-0 2-2-0 4-0-0
1-0-0 2-2-0 1-10-0
Scale=1:11.1
4
4.00 F12
15 r2
3
2
rr 2x3 14 3x4= O
5 0
1 �
6
VERTICAL SUPPORT OF FREE END
3x4— OF CHORD IS REQUIRED.
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-2-10,0-04]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.02 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 6 >892 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.07 6 >654 240 Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=104(LC 12)
Max Uplift 4=-60(LC 12),2=-158(LC 12),5=-24(LC 12)
Max Grav 4=81(LC 1),2=214(LC 1),5=69(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 4,158 lb uplift at joint
2 and 24 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722065
M11496 JC6 Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:56 2021 Page 1
I D:kFvnsnOwY419Zh0_nM3lc6y1J9g-yWclYx_pUSkBW7JJTUTZKhpWcErFW 1 zhH 14bxnywYl b
2-2-0 6-0-0
2-2-0 3-10-0
Scale=1:14.3
4
4.00 F12
m
14
3
2
2x3 3x5= O
1 5 0
6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
3x4=
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-1-14,0-04]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 6 >538 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.18 6 >391 240 Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-6:2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 4=-110(LC 12),2=-190(LC 12),5=-27(LC 12)
Max Grav 4=131(LC 1),2=288(LC 1),5=104(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4,190 lb uplift at
joint 2 and 27 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722066
M11496 JC8 Jack-Partial 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:57 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-RiAgmG?REmsl8GuV1 B_otuMdBe89FUCrWgp9UDywYla
1-0-0 1-5-14 2-2-0 , 4-10-4 7-10-0
1-0-0 1-5-14 0-8-2 2-8-4 2-11-12
Scale=1:17.2
4
IM
0
4.0D 12
15 a
n
N
14
3
2x3 2
3x6— o
1 5 0
6
3x5— VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0
2-2-0
Plate Offsets(X,Y)-- [2:0-1-14,0-04]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.16 5-13 >577 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.32 5-13 >290 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.38 5-13 >249 240 Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-6:2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=177(LC 12)
Max Uplift 4=-154(LC 12),2=-221(LC 12),5=-30(LC 12)
Max Grav 4=177(LC 1),2=356(LC 1),5=136(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-9-4 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 154 lb uplift at joint 4,221 lb uplift at
joint 2 and 30 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722067
M11496 KJ8 DIAGONAL HIP GIRDER 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:58 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-vuk2zc?3?3 ulQTibVVlP6urA2Wl_pd_IKZiOfywYIZ
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 11
4 5
2.83 12 3x4; 15
3
14
N
M
r N
13 N
2x3 11 2
16 17 8 18 7
3x4= 2x3 6
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 >700 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.14 8-12 >973 240
BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:49 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 5-7-2 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=-623(LC 9),2=-719(LC 8),6=-231(LC 8)
Max Grav 5=536(LC 1),2=605(LC 1),6=172(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1277/1466
BOT CHORD 2-8=-1529/1220,7-8=-1529/1220
WEBS 3-8=-611/475,3-7=-1345/1687,4-7=-699/531
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 623 lb uplift at joint 5,719 lb uplift at This item has been
joint 2 and 231 lb uplift at joint 6.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 53 lb up at electronically signed and
2-11-0,26 lb down and 53 lb up at 2-11-0,51 lb down and 117 lb up at 5-8-15,51 lb down and 117 lb up at 5-8-15,and 115 lb sealed by Velez,Joaquin, PE
down and 48 lb up at 8-6-14,and 115 lb down and 48 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 Digital Signature.
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 169 lb down and 215 lb up Printed copies of this
at 8-6-14,and 169 lb down and 215 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the p
responsibility of others. document are not considered
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signed and Sealed and the
LOAD CASE(S) Standard signature must be verified
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies.
Joaquin Velez PE No.68182
Vert:1-5=-54,6-10=-20
Uniform Loads MiTek USA,Inc.FL Cent 6634
=-
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33810
Vert:14=-25(F=-13,B=-13)15=45(F=23,B=23)16=-1l(F=-6,B=-6)17=-43(F=-21,B=-21)18=-338(F=-169,B=-169) Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722068
M11496 KJA8 Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:16:59 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-N41RByOimN61Na2u9cOGyJR13SgPjGu8z_I FY6ywYIY
1-5-0 6-10-0 11-0-3
1-5-0 6-10-0 4-2-3
Scale=1:20.6
4
A
0
2.83 F12 14
3x4
3
13
N
N
r N
12
2x3 2
15 16 7 17 6
2x3 5
3x4=
6x8=
6-10-0 11-0-3
6-10-0 4-2-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.17 6-7 >785 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.12 6-7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 5 n/a We
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:45 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 5-2-15 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical
Max Horz 2=176(LC 8)
Max Uplift 4=-83(LC 8),2=-609(LC 8),5=-713(LC 8)
Max Grav 4=83(LC 28),2=591(LC 1),5=61O(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1272/1394
BOT CHORD 2-7=-1453/1214,6-7=-1453/1214
WEBS 3-7=-588/487,3-6=-1318/1577
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 83 lb uplift at joint 4,609 lb uplift at joint This item has been
2 and 713 lb uplift at joint 5.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 53 lb up at electronically signed and
2-11-0,26 lb down and 53 lb up at 2-11-0,51 lb down and 117 lb up at 5-8-15,51 lb down and 117 lb up at 5-8-15,and 115 lb sealed by Velez,Joaquin, PE
down and 48 lb up at 8-6-14,and 115 lb down and 48 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 2-11-0,6 lb down using a Digital Signature.
and 38 lb up at 2-11-0,21 lb down and 85 lb up at 5-8-15,21 lb down and 85 lb up at 5-8-15,and 169 lb down and 273 lb up at Printed copies of this
8-6-14,and 169 lb down and 273 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the p
responsibility of others. document are not considered
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signed and Sealed and the
LOAD CASE(S) Standard signature must be verified
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies.
Uniform Loads(plf) Joaquin Velez PE No.68182
Vert:1-4=-54,5-9=-20 MiTek USA,Inc.FL Cent 6634
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33810
Vert:13=-25(F=-13,B=-13)14=45(F=23,B=23)15=-1l(F=-6,B=-6)16=-43(F=-21,B=-21)17=-338(F=-169,B=-169) Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722069
M11496 KJC8 Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:17:00 2021 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-rHspOl l KXhEc?kd4iKYVUX_2Hs8mShFHCe2p4YywYIX
1-5-0 2-0-11 3-0-0 6-10-6 11-0-3
1-5-0 2-0-11 0-11-5 3-10-5 4-1-13
Scale=1:21.0
5
M
0
2.83 12 15
3x4
4
14 N
u
N
N
N
2x3 II 2 3 5x10=
16 8 17 7 0
3x4 4x4—
9
4x4 11
3x6—
3-0-0 6-10-6 11-0-3
3-0-0 3-10-5 4-1-13
Plate Offsets(X,Y)-- [2:0-3-15,Edge],[3:0-2-12,0-2-4],[9:Edge,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.39 3-8 >341 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 3-8 >306 240
BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30`Except` BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing.
3-9:2x4 SP No.3,3-6:2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30
REACTIONS. (size) 5=Mechanical,2=0-10-15,6=Mechanical
Max Herz 2=176(LC 8)
Max Uplift 5=-109(LC 8),2=-453(LC 8),6=-306(LC 8)
Max Grav 5=121(LC 1),2=592(LC 1),6=514(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-12=-384/161,3-4=-1763/1086
BOT CHORD 3-9=-319/383,3-8=-1143/1708,7-8=-1148/1713
WEBS 4-8=-241/458,4-7=-1777/1191
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. This Item has been
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 5,453 lb uplift at electronically signed and
joint 2 and 306 lb uplift at joint 6. sealed by Velez,Joaquin, PE
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 48 lb up at using a Digital Signature.
2-11-0,26 lb down and 48 lb up at 2-11-0,52 lb down and 77 lb up at 5-8-15,52 lb down and 77 lb up at 5-8-15,and 76 lb down Printed copies of this
and 132 lb up at 8-6-14,and 76 lb down and 132 lb up at 8-6-14 on top chord,and 6 lb down and 38 lb up at 2-10-4,6 lb down and p
38 lb up at 2-10-4,37 lb down and 38 lb up at 5-8-15,37 lb down and 38 lb up at 5-8-15,and 60 lb down and 48 lb up at 8-6-14, document are not considered
and 60 lb down and 48 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of signed and sealed and the
others. signature must be verified
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). On any electronic Copies.
LOAD CASE(S) Standard Joaquin Velez PE No.68182
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cent 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33810
Vert:1-3=-54,3-5=-54,9-11=-20,3-6=-20 Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply STERLING WITH COFFER CEILING
T24722069
M11496 KJC8 Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:17:00 2021 Page 2
ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-rHspOl l KXhEc?kd4iKYVUX_2Hs8mShFHCe2p4YywYIX
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:9=-11(F=-6,B=-6)14=-26(F=-13,B=-13)15=-110(F=-55,B=-55)16=-72(F=-36,B=-36)17=-120(F=-60,B=-60)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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