HomeMy WebLinkAboutTRUSS Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: M11494 - THE WINDSOR MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T a„Fll 3610-4.115
Customer Info: Wynne Development Project Name: The Windsor with coffer Model. In sor with coffer
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 20 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 T24722001 A 7/19/21 15 T24722015 J5C 7/19/21
2 T24722002 Al 7/19/21 16 T24722016 J7 7/19/21
3 T24722003 A2 7/19/21 17 T24722017 J7C 7/19/21
4 T24722004 A3 7/19/21 18 T24722018 JP 7/19/21
5 T24722005 A4 7/19/21 19 T24722019 KJ7 7/19/21
6 T24722006 A5 7/19/21 20 T24722020 KJC 7/19/21
7 T24722007 ATA 7/19/21
8 T24722008 B 7/19/21
9 T24722009 BHA 7/19/21
10 T24722010 GRA 7/19/21
11 T24722011 J1 7/19/21
12 T24722012 J3 7/19/21
13 T24722013 J3C 7/19/21
14 T24722014 J5 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 THE WINDSOR
T24722001
M11494 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 09:15:18 2021 Page 1
ID:_kfiGCA6bx7j2Syl H DXFw7ye3KX-??RZ2KITXQgnHrdwxAUTRmIeNkl l ZXfGlnLPWSywYK7
11-0-q 2-2-0 9-0-0 13-1-0 14-11-0 19-6-8 20-5-2 26-0-0 29-6-0 35-0-0 $6-0-Q
1-0-0 2-2-0 6-10-0 4-1-0 1-10-0 4-7-8 0-10-10 5-6-141-0-0
Scale=1:61.6
4.00 1 2 5x8= 4x6= 3x6= 3x10= 5x8=
4 5 33 6 7 8 34 9
10
32 35 rn
c�' 2!
36
3 A
�1 2 11 12 n o
13EMM I�
0 1920 0
17 16 15 13
3x6 O 5x12= 6x12= 37 14 38 39
3x5= 3x6= 3x8=
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 9-0-0 13-1-0 14-11-0 20-5-2 26-0-0 35-0-0
2-2-0 6-10-0 4-1-0 1-10-0 5-6-2 5-6-14 9-0-0
Plate Offsets(X,Y)-- [4:0-5-4,0-2-8],[8:0-3-8,0-1-8],[9:0-5-4,0-2-8],[11:0-6-14,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 0.84 Vert(LL) 0.63 13-31 >385 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.58 13-31 >414 180
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:170 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
5-17:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
6-16:2x6 SP No.2,8-16,9-15:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,16=0-8-0,11=0-8-0
Max Horz 2=97(LC 11)
Max Uplift 2=-159(LC 12),16=-1565(LC 12),11=-745(LC 12)
Max Grav 2=281(LC 21),16=1918(LC 1),11=623(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-829/454,4-5=-1900/1523,5-6=-1884/1515,6-8=-1893/1692,8-9=-192/1230,
9-10=-809/2654,10-11=-1170/3292
BOT CHORD 3-19=-366/940,18-19=-353/938,17-18=-67/262,16-17=-184/350,15-16=-966/192,
13-15=-2344/747,11-13=-3088/1095
WEBS 4-19=-41/319,4-18=-1365/1426,16-18=-1573/1882,6-18=-94/362,6-16=-510/318,
8-16=-1658/3548,9-15=-820/1569,9-13=-1368/404,10-13=-408/894,8-15=-1283/497
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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
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 9-0-0,Exterior(2R) This item has been
9-0-0 to 13-11-6,Interior(1)13-11-6 to 26-0-0,Exterior(2R)26-0-0 to 30-11-6,Interior(1)30-11-6 to 36-0-0 zone;porch right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component. using a Digital Signature.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 3x4 MT20 unless otherwise indicated. Printed copies Of this
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the
will fit between the bottom chord and any other members. Signature must be Verified
8)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=159,16=1565,11=745.
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 THE WINDSOR
T24722002
M11494 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 09:15:19 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-TB?xGgm5lkyeu?C6VtOizzlgN8cyH_uQ_R4z2uywYK6
11-0-q 2-2-0 7-1-13 , 11-0-0 13-1-0 14-9-0 19 4-8 24-0-0 27 4-9 35-0-0 36-0-Q
1-0-0 2-2-0 4-11-13 3-10-3 2-1-0 1-8-0 4-7-8 4-7-8 3-4-9 7-7-7 1-0-0
Scale=1:61.3
5xB= 5xB MT18HS=
4.00 F12 6 7 348 35 9 36 37 10
31 4 5 33 11 38
32 �39
3 11rn
1 2 14 12 13 I�
0 19 18 10 7x8 MT
= Io
20 4x4= 16 15
3x10— 4x12= 5x12 MT18HS= 4x10=
7x8= 2.00 12
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 7-1-13 11-0-0 13-1-0 14-9-0 24-6-8 27-4-9 35-0-0
2-2-0 4-11-13 3-10-3 2-1 9-9-8 2-10-1 7-7-7
Plate Offsets(X,Y)-- [2:0-9-6,0-0-8],[3:0-2-8,0-0-8],[6:0-5-4,0-2-8],[10:0-4-0,0-2-3],[12:0-2-10,Edge],[17:0-2-4,0-4-4]
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 0.83 Vert(LL) 0.83 14-15 >505 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.32 14-15 >318 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.46 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied.
3-17:2x6 SP 240OF 2.OE,7-16:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
15-17:2x4 SP M 30
OTHERS 2x4 SP M 30*Except*
1-21,13-22:2x4 SP No.3
LBR SCAB 1-4 2x4 SP M 30 both sides
REACTIONS. (size) 2=0-8-0,12=0-8-0
Max Horz 2=-117(LC 10)
Max Uplift 2=-821(LC 12),12=-825(LC 12)
Max Grav 2=1363(LC 1),12=1350(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-24=-385/394,3-5=-4402/3758,5-6=-3311/2882,6-7=-3339/2967,7-8=-3321/2951,
8-9=-3026/2709,9-10=-4649/3983,10-11=-5328/4458,11-12=-5753/4956
BOT CHORD 3-19=-3468/4192,18-19=-3468/4192,17-18=-2487/3125,15-16=-435/478,
14-15=-3155/3859,12-14=-4624/5481
WEBS 5-18=-1204/1103,6-18=-459/586,6-17=-351/463,15-17=-2136/2765,8-17=-547/647,
8-15=-855/808,9-15=-995/925,9-14=-632/944,10-14=-1170/1512,11-14=-403/612,
5-19=-255/435
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 1 Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 4"o.c.for 4-11-9. electronically signed and
2)Unbalanced roof live loads have been considered for this design. Sealed by Velez,Joaquin, PE
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat. using a Digital Signature.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 11-0-0,Exterior(2R) Printed copies of this
11-0-0 to 15-11-6,Interior(1)15-11-6 to 24-0-0,Exterior(2R)24-0-0 to 28-11-6,Interior(1)28-11-6 to 36-0-0 zone;C-C for members p
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 document are not considered
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signed and sealed and the
to the use of this truss component. signature must be verified
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated. On any electronic copies.
7)All plates are 3x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182
8)The Fabrication Tolerance at joint 2=0% MiTek USA,Inc.FL Cent 6634
9)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
10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 THE WINDSOR
T24722002
M11494 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 09:15:19 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-TB?xGgm5lkyeu?C6VtOizzlgN8cyH_uQ_R4z2uywYK6
NOTES-
11)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=821,12=825.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPll 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 THE WINDSOR
T24722003
M11494 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 09:15:21 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Pa7igMnLpLCM81MVcl2A30NAyyltlsijRIZ37nywYK4
1-0- 2-2-0 8-3-12 13-0-0 14-9-0 22-0-0 24-6-8 27-4-7 35-0-0 6-0-
-0-0 2-2-0 6-1-12 4-8-0 1-9-0 7-3-0 2-6-8 2-9-15 7-7-9 -0-0
Scale=1:65.9
5x8 MT18HS=
3x8= 5x6=
4.00 12 6 327 33 34 35 8 4x6
37
9 3x4
5 36 10
30 4 N
31 n
3x4 �37
3 13 �x4 rn
1 2 14 112 n n
E
c3 1a 7x8 MT
= Ian
0 18 4x8= d
19 16 15
4x12= 3x4 II
3x10= 3x4 I I 4x10=
7x8=5x10= 2.00 F12
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 8-3-12 13-1-0 14-9-0 22-0-0 24-6-824�$-4 27-4-7 35-0-0
2-2-0 6-1-12 4-9d 1-8-0 7-3-0 2-6-8 0-1-12 2-8-3 7-7-9
Plate Offsets(X,Y)-- [2:0-9-6,0-0-8],[3:0-2-8,0-0-8],[6:0-4-0,0-2-6],[11:0-2-10,Edge],[15:0-7-4,0-2-8],[17:0-2-8,0-4-8]
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 0.82 Vert(LL) 0.80 13-14 >523 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.07 14-15 >394 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.46 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:204 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied.
3-17:2x6 SP 240OF 2.OE,6-16:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP M 30*Except*
1-20,12-21:2x4 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=136(LC 11)
Max Uplift 2=-821(LC 12),11=-825(LC 12)
Max Grav 2=1363(LC 1),11=1350(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-23=-386/394,3-5=-4160/3556,5-6=-2933/2605,6-7=-2751/2535,7-8=-3377/3024,
8-9=-3524/3105,9-1 0=-5302/4534,10-11=-5734/4948
BOT CHORD 3-18=-3254/3946,17-18=-3254/3946,6-17=-890/976,15-16=-417/460,14-15=-2093/2623,
13-14=-4112/5076,11-13=-4617/5459
WEBS 5-18=-272/505,5-17=-1332/1194,15-17=-1799/2308,7-17=-233/423,7-15=-1178/1052,
7-14=-673/930,8-14=-618/816,9-13=-1505/1908,10-13=-417/510,9-14=-2205/1883
NOTES-
1)Attached 8-0-0 scab 1 to 4,both face(s)2x4 SP M 30 with 1 row(s)of 1 Od(0.131"x3")nails spaced 9"o.c.except:starting at 0-0-10
from end at joint 1,nail 2 row(s)at 4"o.c.for 4-11-9;starting at 5-11-7 from end at joint 1,nail 1 row(s)at 7"D.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=15ft;B=70ft;L=35ft;eave=5ft;cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 13-1-0,Exterior(2R) sealed by Velez,Joaquin, PE
13-1-0 to 18-0-6,Interior(1)18-0-6 to 22-0-0,Exterior(2R)22-0-0 to 26-11-6,Interior(1)26-11-6 to 36-0-0 zone;C-C for members and using a Digital Signature.
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)The Fabrication Tolerance at joint 2=0% 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=821 11=825.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T24722004
M11494 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 09:15:22 2021 Page 1
ID:_kriiGCA6bx7j2Sy1 HDXFw7ye3KX-umh4uho_afKDISwhA?ZPbcwLrLe7UL4sgPJdfDywYK3
15-0-0
�1-0-Q 2-2-0 8-3-11 13-1-0 14-9-0 20-0-0 24-6-8 27-4-8 35-0-0 16-04
-0-0 2-2-0 6-1-11 4-9-5 1-8-0 5-0-0 4-6-8 2-10-0 7-7-8 -0-0
0-3-0
Scale=1:67.1
4.00 12 6x12% 5x6=
3x4
3x4 7 8 9 10 5x6
5x6 WB% 11 5x8 MT18HS
6 36 12
35 3x4
13
33 4
5
M
34
3x4 37
3 16 3x4 I I rn
,n 1 2 14 15 ,n
0 17 7x8 MT18HS= I-.
22 21 19 18 4x10= b
4x12= 3x4 II
3x10— 3x4 11 5x12= 4x10=
6x8= 2.00 F12
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 8-3-11 13-1-0 14-9-0 20-0-0 24-6-8 24$-4 35-0-0
2-2-0 6-1-11 4-9-5 1-8-0 5-3-0 4-6-8 0-1-12 10-3-12
Plate Offsets(X,Y)-- [2:0-9-6,0-0-8],[3:0-2-8,0-0-8],[5:0-3-0,Edge],[9:0-2-10,0-3-0],[12:0-4-0,Edge],[14:0-2-10,Edge],[20:0-2-8,0-4-4]
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 0.81 Vert(LL) 0.83 16-17 >507 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.09 16 >385 180 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.48 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:210 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 SP M 30`Except` BOT CHORD Rigid ceiling directly applied.
3-20:2x6 SP 240OF 2.OE,7-19:2x4 SP No.3 WEBS 1 Row at midpt 11-17
WEBS 2x4 SP No.3
OTHERS 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 Herz 2=155(LC 11)
Max Uplift 2=-821(LC 12),14=-825(LC 12)
Max Grav 2=1363(LC 1),14=1350(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-26=-397/385,3-6=-4163/3567,6-7=-2924/2637,7-8=-2895/2727,8-9=-2581/2402,
9-10=-2678/2473,10-11=-2828/2536,11-13=-5327/4452,13-14=-5728/4808
BOT CHORD 3-21=-3264/3949,20-21=-3264/3949,7-20=-253/350,18-19=-456/506,17-18=-1778/2247,
16-17=-4023/5111,14-16=-4454/5453
WEBS 6-21=-283/509,6-20=-1346/1160,18-20=-1415/1854,8-20=-1326/1516,10-17=-459/632,
11-17=-2739/2284,13-16=-389/440,8-18=-982/843,11-16=-1445/1937,8-17=-486/668
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 4"o.c.for 4-11-9;starting at 5-11-7 from end at joint 1,nail 1 row(s)at 7"D.C.for 2-0-0.
2)Unbalanced roof live loads have been considered for this design. This Item has been
3)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 15-0-0,Exterior(2E) electronically signed and
15-0-0 to 20-0-0,Exterior(2R)20-0-0 to 24-11-6,Interior(1)24-11-6 to 36-0-0 zone;C-C for members and forces&MWFRS for sealed by Velez,Joaquin, PE
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component.
5)Provide adequate drainage to prevent water ponding. document are not considered
6)All plates are MT20 plates unless otherwise indicated. signed and Sealed and the
7)The Fabrication Tolerance at joint 2=0% signature must be verified
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic Copies.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182
MiTe
will fit between the bottom chord and any other members. k USA,Inc.FL Cent82
10)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTe Parke East Blvd.Tampa FL 33610
6634
capacity of bearing surface. 6904
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Date:
2=821,14=825. 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 THE WINDSOR
T24722005
M11494 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 09:15:24 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-g9ogJNgE6Gax?m44HQbtgl?hw9KZyBx97iokj6ywYK1
11-0-Q 8-6-0 14-9-0 17-0-0 {8-0-Q 24-6-8 27-4-7 35-0-0 $6-0-9
OO 8-6-0 6-3-0 2-3-0 0- 6-6-8 2-9-15 7-7-9 -0-
Scale=1:67.1
4.00 12 5x6— 5x6=
3x4 11 6 7
3x4% 5 5x6
4x6 26 27 5x8 MT18HS
4 8 9 3x4
3 10
3x4 25 28
13 3x4 11 1cp
,n 1 2 11 12 ,n
0 14 7x8 MT18HS= Io
16 15 3x12=
3x5— 3x4 11 5x8= 4x10=
2.00 12
8-6-0 14-9-0 18-0-0 24-6-8 35-0-0
8-6-0 6-3-0 3-3-0 6-6-8 10-5-8
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[9:0-4-0,Edge],[11:0-2-10,Edge],[14:0-2-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.80 13 >528 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 13 >400 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.39 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:174 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-14 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 8-14
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,11=0-8-0
Max Horz 2=-175(LC 10)
Max Uplift 2=-825(LC 12),11=-825(LC 12)
Max Grav 2=1349(LC 1),11=1349(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3253/2620,3-5=-2435/2083,5-6=-2399/2194,6-7=-2217/2006,7-8=-2380/2035,
8-1 0=-5361/4283,10-11=-5716/4573
BOT CHORD 2-16=-2347/3045,15-16=-2347/3045,14-15=-1517/2168,13-14=-3901/5154,
11-13=-4257/5441
WEBS 3-16=0/334,3-15=-882/759,5-15=-238/363,7-14=-248/427,6-14=-464/604,
6-15=-416/409,8-14=-3146/2523,8-13=-1371/1946,10-13=-343/376
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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 17-0-0,Exterior(2E)
17-0-0 to 18-0-0,Exterior(2R)18-0-0 to 21-6-0,Interior(1)21-6-0 to 36-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 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)11 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=825,11=825.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T24722006
M11494 A5 Roof Special 16 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:25 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ILMCWjgstaiocwfGr866DEYrGZi6hg_IMMXHGYywYKO
1-0-Q 8-6-0 14-9-0 17-6-0 24-6-8 27-4-7 35-0-0 16-0-Q
`1-0- 8-6-0 6-3-0 2-9-0 7-0-8 2-9-15 7-7-9 1-0-
Scale=1:64.7
5x12 MT18HS=
4.00 F12
3x4 6
3x4 I I
3x6 24 5 25 5x8 MT18HS
3x4% 4 7 8 3x4
3 9
3x4 11 23 26
3x4
12 1cp
1 2 10 11 ,o r
28 7x10 MT18HS= try
0 27 0
14 13
3x5— 3x4 11 6x10= 3x10=
2.00 12
8-6-0i 14-9-0 24-6-8 35-0-0
8-6-0 6-3-0 9-9-8 10-5-8
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-3-11,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 0.87 Vert(LL) -0.86 12-13 >489 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -1.54 12-13 >273 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.37 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied.
1-4,8-11:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing.
BOT CHORD 2x4 SP M 30*Except* WEBS 1 Row at midpt 6-12
10-12:2x4 SP M 31
WEBS 2x4 SP No.3*Except*
6-12:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 10)
Max Uplift 2=-825(LC 12),10=-825(LC 12)
Max Grav 2=1480(LC 17),10=1481(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3561/2590,3-5=-2706/2049,5-6=-2663/2142,6-7=-6024/4439,7-9=-5981/4276,
9-10=-6270/4555
BOT CHORD 2-14=-2318/3444,13-14=-2318/3444,12-13=-1497/2361,10-12=-4240/6002
WEBS 3-14=0/303,3-13=-1010/763,5-13=-216/297,6-13=-358/595,6-12=-2764/3973,
7-12=-320/456,9-12=-325/366
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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 17-6-0,Exterior(2R) This item has been
17-6-0 to 21-0-0,Interior(1)21-0-0 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez,Joaquin, PE
to the use of this truss component. using a Digital Signature.
4)All plates are MT20 plates unless otherwise indicated. Printed Copies Of this
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members,with BCDL=10.Opsf. signed and sealed and the
7)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified
capacity of bearing surface. On any electronic Copies.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Joaquin Velez PE No.68182
2=825,10=825.
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 THE WINDSOR
T24722007
M11494 ATA Common 5 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:26 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-mXwbk3rUetgfE3ESPreLmS439zljQ9GSbOHgo?ywYK?
1-0-q 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 36-01
1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8 4-0 1-0-0
Scale=1:59.5
4.00 12 5x6=
6
P8 29
27 30
3x6 5 7 3x6
4 8
3 9
26 31
�1 2 10 11 N
r] Icy
O 17 16 15 32 33 14 13 12 6
3x6= 5x6 WB= 3x8= 3x6=
3x8— 5x6 WB=
8-4-0 12-11-0 22-1-0 26-8-0 35-0-0
8-4-0 4-7-0 9-2-0 4-7-0 8-4-0
Plate Offsets(X,Y)-- [2:0-0-2,Edge],[10:0-0-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.42 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.76 14-15 >550 180
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:171 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-179(LC 10)
Max Uplift 2=-775(LC 12),10=-775(LC 12)
Max Grav 2=1534(LC 17),10=1534(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3730/2441,3-5=-3113/2038,5-6=-3108/2153,6-7=-3109/2153,7-9=-3113/2038,
9-10=-3730/2441
BOT CHORD 2-17=-2177/3605,15-17=-2177/3605,14-15=-1214/2256,12-14=-2183/3509,
10-12=-2183/3509
WEBS 6-14=-694/1150,7-14=-237/273,9-14=-782/638,6-15=-694/1150,5-15=-237/273,
3-15=-781/638
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=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 17-6-0,Exterior(2R)
17-6-0 to 21-0-0,Interior(1)21-0-0 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 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)100.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. Sealed by Velez,Joaquin, PE
5)All plates are 3x4 MT20 unless otherwise indicated. 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=775,10=775. signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 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 THE WINDSOR
T24722008
M11494 B COMMON 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:28 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-iw2L81tkAV4NTNOrWGgprtAO4ml4u3tl2KmxrtywYJz
11-0-Q 8-3-5 14-0-0 17-6-0 21-0-0 26-8-11 35-0-0 36-0-Q
`1-0-0 8-3-5 5-8-11 5-8-11 8-3-5 1-04
Scale:3/16"=l'
4.00 12 3x6=
6
3x4 3x4 11
7
3x6 5
3x6
4x4 4 8 44
3 9
3x4 11 26 27
:;, 3x4 11
1 2 10 11 n
�]
28 17 16 15 14 13 12 29 O
3x5=
3x4 11 3x6= 6x8= 6x8= 3x6= 3x4 11 3x5=
8-3-5 14-0-0 21-0-0 26-8-11 35-0-0
8-3-5 5-8-11 7-0-0 5-8-11 8-3-5
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[6:0-3-0,Edge],[10:0-0-6,Edge],[14:0-3-8,0-3-0],[15:0-3-8,0-3-0]
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 0.70 Vert(LL) 0.51 12-25 >330 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.46 12-25 >366 180
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.04 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:152 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 4-2-8 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=-179(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-645(LC 12),15=-754(LC 12),14=-754(LC 12),10=-645(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 2=61 O(LC 2),15=869(LC 2),14=869(LC 2),10=61 O(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-945/1894,9-10=-945/1895
BOT CHORD 2-17=-1667/860,15-17=-1667/860,14-15=-31/265,12-14=-1663/860,10-12=-1663/860
WEBS 3-17=-973/301,3-15=-857/2143,5-15=-277/395,7-14=-277/395,9-14=-857/2143,
9-12=-973/301
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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 17-6-0,Exterior(2R)
17-6-0 to 21-0-0,Interior(1)21-0-0 to 36-0-0 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
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
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 sealed by Velez,Joaquin, PE
will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 645 lb uplift at joint 2,754 lb uplift at Printed copies Of this
joint 15,754 lb uplift at joint 14 and 645 lb uplift at joint 10. 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 THE WINDSOR
T24722009
M11494 BHA 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 09:15:31 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-7VjUnmvdTQTxKr7QCODWTVoyx_pj5P8Bkl_bSCywYJw
15-6-0 21-6-0
r1-0-Q 7-0-0 9-6-0 11-6-0 13-6-0 14-0j 17-6-0 19-6-0 21-0-0 23-6-0 1 25-6-0 28-0-0 31-1-2 310-0 36-0-9
1-0-0 7-0-0 2-6-0 2-0-0 2-0-0 0-6- 1-6-0 2-0-0 2-0-0 1-6-00-6- 2-0-0 2-0-0 2-6-0 3-1-2 3-10-14 1-0-0
Scale=1:62.4
4.00 12 5x6= Top chord must be braced by end jacks,
roof diaphragm,or properly connected
50 15 51 18 purlins as specified.
49 12 52
3x6 48 9 20
47 8 = 53 23 3x6
5xl2%46 4 6 3x6 4x6 2,P4 26 5x12
3 11 16 19 1 22 5556
45
n
n
1 2 28 29 N
ri 101IM
O 36 57 58 35 59 34 60 33 61 6263 32 64 31 65 66 30 O
3x6 11 3x6= 6x8= 6x8= 3x6= 3x6 11 3x5=
3x5=
7-0-0 14-0-0 17-6-0 21-0-0 28-0-0 31-1-2 35-0-0
7-0-0 7-0-0 3-6-0 3-6-0 7-0-0 3-1-2 3-10-14
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 0.47 Vert(LL) 0.22 36-41 >753 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.19 36-41 >863 180
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.05 28 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:216 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing.
WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 3-34,27-32
11-34,19-32:2x6 SP No.2 JOINTS 1 Brace at Jt(s):11,19,16,22,7
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=-179(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-818(LC 8),34=-2088(LC 8),32=-2091(LC 8),
28=-816(LC 8)
Max Grav All reactions 250 lb or less at joint(s)except 2=818(LC 17),34=2217(LC 17),32=2219(LC 1),28=815(LC
1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1731/1518,3-4=-492/439,4-8=-491/471,8-9=-498/518,9-12=-410/420,
12-15=-393/422,3-5=-366/417,5-7=-362/411,7-1 0=-362/41 1,10-11=-362/41 1,
19-21=-357/413,21-22=-357/413,22-25=-357/413,25-27=-361/419,15-18=-387/422,
18-20=-391/420,20-23=-492/518,23-26=-491/471,26-27=-493/444,27-28=-1723/1516
BOT CHORD 2-36=-1338/1607,34-36=-1201/1457,33-34=-820/923,32-33=-822/925,
30-32=-1199/1449,28-30=-1336/1600
WEBS 3-36=-793/873,27-30=-793/873,11-34=-908/954,19-32=-911/957,3-34=-2434/2274,
27-32=-2431/2274,20-21=-413/385,9-10=-412/385,11-33=-516/350,19-33=-518/339
NOTES-
1)Unbalanced roof live loads have been considered for this design. This Item has been
2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;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 electronically signed and
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry sealed by Velez,Joaquin, PE
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. using a Digital Signature.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component.
5)Provide adequate drainage to prevent water ponding. document are not considered
6)All plates are 3x4 MT20 unless otherwise indicated. signed and Sealed and the
7)Gable studs spaced at 2-0-0 oc. signature must be verified
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic Copies.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182
MiTe
will fit between the bottom chord and any other members. k USA,Inc.FL Cent82
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 818 lb uplift at joint 2,2088 lb uplift at MiTe Parke East Blvd.Tampa FL 3361D
6634
joint 34,2091 lb uplift at joint 32 and 816 lb uplift at joint 28. 6904
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 THE WINDSOR
T24722009
M11494 BHA 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 09:15:32 2021 Page 2
ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-bhHs_6wFEjboy_hcl6ll?jK7hN8ygsOKryk9_eywYJv
NOTES-
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)268 lb down and 348 lb up at 7-0-0,151 lb down and 177 lb up at
9-0-12,151 lb down and 177 lb up at 11-0-12,151 lb down and 177 lb up at 13-0-12,86 lb down and 68 lb up at 15-0-12,86 lb down and 60 lb up at 17-0-12,86 lb
down and 60 lb up at 17-11-4,86 lb down and 68 lb up at 19-11-4,151 lb down and 177 lb up at 21-11-4,151 lb down and 177 lb up at 23-11-4,and 151 lb down and
177 lb up at 25-11-4,and 268 lb down and 348 lb up at 27-11-4 on top chord,and 610 lb down and 557 lb up at 7-0-0,84 lb down and 5 lb up at 9-0-12,84 lb down and
5 lb up at 11-0-12,84 lb down and 5 lb up at 13-0-12,179 lb down and 276 lb up at 15-0-12,179 lb down and 276 lb up at 17-0-12,179 lb down and 276 lb up at
17-11-4,179 lb down and 276 lb up at 19-11-4,84 lb down and 5 lb up at 21-11-4,84 lb down and 5 lb up at 23-11-4,and 84 lb down and 5 lb up at 25-11-4,and 610 lb
down and 557 lb up at 27-11-4 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=-54,3-15=-54,15-27=-54,27-29=-54,39-42=-20
Concentrated Loads(lb)
Vert:36=-610(F)30=-610(F)45=-169(F)46=-111(F)47=-111(F)48=-111(F)49=-6(F)50=-6(F)51=-6(F)52=-6(F)53=-111(F)54=-111(F)55=-111(F)56=-169(F)
57=-68(F)58=-68(F)59=-68(F)60=-179(F)61=-179(F)62=-179(F)63=-179(F)64=-68(F)65=-68(F)66=-68(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 THE WINDSOR
T24722010
M11494 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 09:15:34 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-X4PcPoxVILrWBIr?tXnD48QQ1 BpplmydQGDF3XywYJt
11-0-Q 2-2-0 7-0-0 10-0-8 13-1-0 14-11-0 19-3-15 23-7-1 28-0-0 31-1-2 35-0-0 16-0-Q
y-0- 2-2-0 4-10-0 3-0-8 3-0-8 1-10-0 4 4-15 4-3-3 4 4-15 3-10-14 -0-
Scale=1:65.9
3x4
4.00 12 5x8 5x8 MT18HS=
3x4 I I 5x6= 5x12= 3x6= 4x4=
4 35 5 36 6 37 7 38 8 9 39 40 41 10 42 43 11
3x4 II � x4 3 11
L
n 1 2 12 13 n o
20 1M Io
0 22 44 21 45 0
23 3x4 19 18 46 47 17 48 49 1615 50 51 14
3x5= 3x6— 5x10— 3x4 II 6x6 4x12= 3x6= 3x6 II 3x6=
5x8=
3x4—
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
2-2-0 7-0-0 10-0-8 13-1-0 14-11-0 19-3-15 23-7-1 28-0-0 31-1-2 35-0-0
2-2-0 4-10-0 3-0-8 3-0-8 1-10-0 4 4-15 4-3-3 4 4-15 3-1-2 3-10-14
Plate Offsets(X,Y)-- [2:0-4-2,Edge],[4:0-5-4,0-2-8],[7:0-2-8,0-2-0],[11:0-5-4,0-2-8],[12:0-3-0,Edge],[17:0-5-12,0-1-12],[20:0-6-0,0-3-8]
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 0.67 Vert(LL) 0.34 14-15 >707 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.35 23 >513 180 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins.
BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing.
6-19:2x4 SP No.3 WEBS 1 Row at midpt 7-17,10-17
WEBS 2x4 SP No.3*Except*
6-21,7-17:2x4 SP M 30,7-18:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,18=0-8-0,12=0-8-0
Max Horz 2=78(LC 7)
Max Uplift 2=-245(LC 8),18=-3607(LC 8),12=-1535(LC 8)
Max Grav 2=514(LC 17),18=4027(LC 1),12=1263(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-959/118,4-5=-858/634,5-6=-858/634,6-7=-2549/3043,7-9=-309/1407,
9-10=-309/1407,10-11=-2234/3117,11-12=-3081/3726
BOT CHORD 3-22=-66/954,21-22=-85/1008,20-21=-3049/2726,6-20=-1638/1187,18-19=-428/368,
17-18=-3403/2726,15-17=-2988/2234,14-15=-3494/2933,12-14=-3425/2873
WEBS 4-22=-361/772,4-21=-1 765/1224,5-21=-314/283,6-21=-1 975/2795,18-20=-3176/2518,
7-20=-63/590,7-18=-2474/2227,7-17=-4216/3930,10-17=-2280/2251,10-15=-889/867,
11-1 5=-874/612,11-14=-1125/977
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=15ft;B=70ft;L=35ft;eave=5ft;Cat. This item has been
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)All plates are MT20 plates unless otherwise indicated. Printed COpleS Of this
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members. signed and Sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 245 lb uplift at joint 2,3607 lb uplift at signature must be verified
joint 18 and 1535 lb uplift at joint 12.
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 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 THE WINDSOR
T24722010
M11494 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 09:15:34 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-X4PcPoxVILrWBIr?tXnD48QQ1 BpplmydQGDF3XywYJt
NOTES-
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)135 lb down and 229 lb up at 7-0-0,102 lb down and 150 lb up at
9-0-12,102 lb down and 150 lb up at 11-0-12,102 lb down and 150 lb up at 13-0-12,86 lb down and 59 lb up at 15-0-12,86 lb down and 59 lb up at 17-0-12,86 lb down
and 59 lb up at 17-11-4,86 lb down and 59 lb up at 19-11-4,86 lb down and 59 lb up at 21-11-4,86 lb down and 59 lb up at 23-11-4,and 86 lb down and 59 lb up at
25-11-4,and 265 lb down and 228 lb up at 28-0-0 on top chord,and 501 lb down and 337 lb up at 7-0-0,81 lb down and 49 lb up at 9-0-12,81 lb down and 49 lb up at
11-0-12,81 lb down and 49 lb up at 13-2-12,179 lb down and 235 lb up at 17-0-12,179 lb down and 235 lb up at 17-11-4,179 lb down and 235 lb up at 19-11-4,179 lb
down and 235 lb up at 21-11-4,179 lb down and 235 lb up at 23-11-4,and 179 lb down and 235 lb up at 25-11-4,and 721 lb down and 787 lb up at 27-11-4 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
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:1-4=-54,4-11=-54,11-13=-54,23-26=-20,20-29=-20,19-32=-20
Concentrated Loads(lb)
Vert:4=-102(B)8=-6(B)11=-64(B)6=-102(B)22=-501(B)20=-80(B)7=-6(B)14=-721(B)35=-102(B)36=-102(B)38=-6(B)39=-6(B)41=-6(B)42=-6(B)43=-6(B)
44=-80(B)45=-80(B)46=-179(B)47=-179(13)48=-179(B)49=-179(B)50=-179(B)51=-179(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T24722011
M11494 J1 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 09:15:35 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-?Gz_c8y7WezNpSQBREISdLyiGblgl OvmfwypbzywYJs
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:6.1
3
4.00 12
M
2
O
N
n
2x3
1
M
O
4
3x4—
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:6 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=48(LC 12)
Max Uplift 3=-4(LC 9),2=-140(LC 12)
Max Grav 3=10(LC 17),2=118(LC 1),4=17(LC 12)
FORCES. (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=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 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 THE WINDSOR
T24722012
M11494 J3 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 09:15:36 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-TSXMgUzmHy5ERc?N_yphAZVg6?Xmmr9wuaiM7PywYJr
-1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:9.4
9 3
c?
4.00 F12 �
V)
M
N
2
O
2x3 11
1
10 4
3x4=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 4-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.02 4-8 >999 180
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:12 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-67(LC 12),2=-207(LC 12),4=-51(LC 12)
Max Grav 3=63(LC 1),2=172(LC 1),4=50(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=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 2-11-4 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 67 lb uplift at joint 3,207 lb uplift at joint
2 and 51 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 THE WINDSOR
T24722013
M11494 J3C 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 09:15:37 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xf5l l q_02GD52maZYfKwim2OaOy4V IP37ERwgsywYJq
1-0-0 2-2-0 3-0-0
1-0-0 2-2-0 0-10-0
Scale=1:9.4
4
4.00 F12
3
m
6
2
3x4=
2x3 O
1 5 d
6
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
3x4=
2-2-0
2-2-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 4=-33(LC 12),2=-145(LC 12),5=-22(LC 12)
Max Grav 4=55(LC 1),2=178(LC 1),5=54(LC 17)
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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
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 2-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 4,145 lb uplift at joint
2 and 22 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 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 THE WINDSOR
T24722014
M11494 J5 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 09:15:37 2021 Page 1
ID: kfiGCA6bx7j2SyI H DXFw7ye3KX-xf5l l q_02GD52maZYfKwim2_30sLVI P37ERwgsywYJq
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:12.7
3
IM
0
4.00 12
9
N
2
2x3 11
1
q 10 4
3x5=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-10,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 0.49 Vert(LL) 0.18 4-8 >336 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.17 4-8 >356 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:18 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=123(LC 12)
Max Uplift 3=-122(LC 12),2=-278(LC 12),4=-92(LC 12)
Max Grav 3=115(LC 1),2=242(LC 1),4=87(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 4-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 3,278 lb uplift at
joint 2 and 92 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 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 THE WINDSOR
T24722015
M11494 J5C 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 09:15:38 2021 Page 1
ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-Qre7FA?OpZLygv9m6Mr9F_a2uo6OE1fDLuBTClywYJp
-1-0-0 2-2-0 5-0-0
1-0-0 2-2-0 2-10-0
Scale=1:12.7
4
4.00 F12
6
3 a
2
2x3 11 3x4— O
1 5 6
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 0.94 Vert(LL) 0.15 6 >404 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.13 6 >470 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:19 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) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=123(LC 12)
Max Uplift 4=-85(LC 12),2=-174(LC 12),5=-26(LC 12)
Max Grav 4=107(LC 1),2=251(LC 1),5=86(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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
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 4-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 4,174 lb uplift at joint
2 and 26 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 THE WINDSOR
T24722016
M11494 J7 JACK-OPEN 8 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:39 2021 Page 1
ID:XWcFoW9VMxPJ917OBnKZMRyxVGE-u1 CVSW?eatTpl3kyg4NOnB7HgCXdzCvMaYwOkkywYJo
1-0-0 7-0-0
1-0-0 7-0-0
Scale:3/4"=l'
3
4.00 12
10 N r
N
9 A
N
2x3 11 2
1
4
3x5=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-2-8,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 0.67 Vert(LL) 0.23 4-8 >367 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.19 4-8 >441 180
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:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 3=-152(LC 12),2=-210(LC 12),4=-12(LC 12)
Max Grav 3=165(LC 1),2=315(LC 1),4=124(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 6-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 3,210 lb uplift at
joint 2 and 12 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 THE WINDSOR
T24722017
M11494 J7C Jack-Open 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:40 2021 Page 1
ID:XWcFoW9VMxPJ917OBnKZM RyxVG E-MEmtgrOGLBbgvDJ8DnudKPgVPctAif8 WpCgaHBywYJn
1-0-0 2-2-0 7-0-0
1-0-0 2-2-0 4-10-0
Scale:3/4"=1'
4
4.00 12
N
N
14 A
N
3
2x3 11 2 3x6= o
N 1 5 0
6
VERTICAL SUPPORT OF FREE END
3x5— 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 0.49 Vert(LL) 0.28 6 >302 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.23 6 >357 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-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*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=161(LC 12)
Max Uplift 4=-134(LC 12),2=-207(LC 12),5=-29(LC 12)
Max Grav 4=156(LC 1),2=325(LC 1),5=121(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=15ft;B=70ft;L=35ft;eave=5ft;Cat.
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 6-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 4,207 lb uplift at
joint 2 and 29 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 THE WINDSOR
T24722018
M11494 JP JACK-OPEN 12 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:40 2021 Page 1
ID:XWcFoW9VMxPJ917OBnKZM RyxVGE-MEmtgrOGLBbgvDJ8DnudKPgTQctwiaV W pCgaHBywYJn
-1-0-0 4-1-4 7-0-0
1-0-0 4-1-4 2-10-12
Scale:3/4"=l'
4
4.00 12 3x5
3
12 N r
N
11 °?
N
2x3 11 2
1
13 14 6 5
5x6=
3x8=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-7-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.33 6-10 >255 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.31 6-10 >271 180
BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 4=-50(LC 12),2=-353(LC 12),5=-256(LC 12)
Max Grav 4=64(LC 17),2=315(LC 1),5=199(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-332/830
BOT CHORD 2-6=-1098/313
WEBS 3-6=-346/1214
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-6-0,Interior(1)2-6-0 to 6-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. This Item has been
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 4,353 lb uplift at joint electronically signed and
2 and 256 lb uplift at joint 5. sealed by Velez,Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply THE WINDSOR
T24722019
M11494 KJ7 DIAGONAL HIP GIRDER 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:42 2021 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pglt5PdeAUuoGW9hL3ywYJl
-1-5-0 6-8-13 9-10-1
1-5-0 6-8-13 3-1-4
Scale=1:21.2
4
2.83 12 3x4
3 13
12 N
M r
M N
N
2x3 2
1
14 15 7 16 6
3x4
2x3 11 5
=
6x8—
6-8-13 9-10-0 9-1 -1
6-8-13 3-1-3 0-6-1
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 0.28 Vert(LL) 0.14 7-11 >866 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.11 7-11 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:40 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-10-11 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=192(LC 8)
Max Uplift 4=-133(LC 8),2=-523(LC 8),5=-581(LC 8)
Max Grav 4=163(LC 13),2=436(LC 1),5=570(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1041/965
BOT CHORD 2-7=-1074/996,6-7=-1074/996
WEBS 3-7=-342/371,3-6=-1150/1240
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;eave=6ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 4,523 lb uplift at This item has been
joint 2 and 581 lb uplift at joint 5.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 lb down and 82 lb up at electronically signed and
4-4-0,38 lb down and 82 lb up at 4-4-0,and 64 lb down and 146 lb up at 7-1-15,and 64 lb down and 146 lb up at 7-1-15 on top sealed by Velez,Joaquin, PE
chord,and 67 lb down and 3 lb up at 1-6-1,67 lb down and 3 lb up at 1-6-1,21 lb down and 4 lb up at 4-4-0,21 lb down and 4 lb using a Digital Signature.
up at 4-4-0,and 38 lb down and 50 lb up at 7-1-15,and 38 lb down and 50 lb up at 7-1-15 on bottom chord. The design/selection Printed copies of this
of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document are not Considered
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)L Joaquin Velez PE No.68182
Vert:Loads(lb)
(Ib) MiTek USA,Inc.FL Cent 6634
Concentrated Loads Vert:12=-3(F=-1,B=-1)13=-76(F=-38,B=-38)14=-7(F=-3,B=-3)15=-20(F=-10,B=-10)16=-69(F=-34,B=-34) 6904 Parke East Blvd.Tampa FL 33810Date:
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 THE WINDSOR
T24722019
M11494 KJ7 DIAGONAL HIP GIRDER 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Jun 2 2021 MiTek Industries,Inc. Mon Jul 19 09:15:42 2021 Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Icue4X2WtorO9XSXLCw5Pglt5PdeAUuoGW9hL3ywyJl
LOAD CASE(S) Standard
Trapezoidal Loads(plf)
Vert:2=0(F=27,6=27)-to-4=-133(F=-39,B=-39),9=0(F=10,B=10)-to-5=-49(F=-15,B=-15)
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 THE WINDSOR
T24722020
M11494 KJC 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 09:15:43 2021 Page 1
ID:_kfiGCA6bx7j2Syl H DXFw7ye3KX-mpS01t29e6zEmh 1 jvwRLyl Hu8ptYvxl yVAuEtVywYJk
1-5-0 2-0-11 3-0-0 6-6-3 9-10-1
1-5-0 2-0-11 0-11-5 3-6-2 3-3-14
Scale=1:21.6
5
o
2.83 F12 3x4 I
18
4
N
17 ro N
th
3
2x3 11 2 — o
1 20 8 21 7 0
19 9 2x3 3x4=
3x4=
4x5= VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
3-0-0 6-6-3 9-10-1
3-0-0 3-6-2 3-3-14
Plate Offsets(X,Y)-- [2:0-1-7,Edge],[3:0-6-3,0-0-0]
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) 0.39 9 >304 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.52 9 >227 180
BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(CT) 0.09 6 n/a We
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-15 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=161(LC 8)
Max Uplift 5=-57(LC 8),2=-379(LC 8),6=-260(LC 8)
Max Grav 5=55(LC 1),2=541(LC 1),6=449(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-1385/796
BOT CHORD 3-8=-856/1357,7-8=-856/1357
WEBS 4-8=-189/389,4-7=-1439/908
NOTES-
1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=70ft;L=35ft;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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 5,379 lb uplift at joint
2 and 260 lb uplift at joint 6. electronically signed and
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 49 lb up at sealed by Velez,Joaquin, PE
4-4-0,39 lb down and 49 lb up at 4-4-0,and 64 lb down and 109 lb up at 7-1-15,and 64 lb down and 109 lb up at 7-1-15 on top using a Digital Signature.
chord,and 9 lb down and 6 lb up at 1-6-1,9 lb down and 6 lb up at 1-6-1,31 lb down and 34 lb up at 4-4-0,31 lb down and 34 lb Printed copies of this
up at 4-4-0,and 49 lb down and 43 lb up at 7-1-15,and 49 lb down and 43 lb up at 7-1-15 on bottom chord. The design/selection p
of such connection device(s)is the 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=-54,9-11=-20,6-14=-20
Uniform Loads MiTek USA,Inc.FL Cent 6634
=-
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33810
Vert:17=-11(F=-6,B=-6)18=-60(F=-30,B=-30)19=-7(F=-3,B=-3)20=-51(F=-26,B=-26)21=-95(F=-48,B=48) Date:
July 19,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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