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: 77610 - FRADE MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: AStyle Homes, Inc. Project Name: Frade Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: Unknown, .
City: Port St Lucie 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: 170 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 36 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 T24531668 A 7/1/21 15 T24531682 GRA 7/1/21
2 T24531669 Al 7/1/21 16 T24531683 GRB 7/1/21
3 T24531670 A2 7/1/21 17 T24531684 J 1 7/1/21
4 T24531671 A3 7/1/21 18 T24531685 J3 7/1/21
5 T24531672 A4 7/1/21 19 T24531686 J5 7/1/21
6 T24531673 A5 7/1/21 20 T24531687 J5P 7/1/21
7 T24531674 A6 7/1/21 21 T24531688 JU 7/1/21
8 T24531675 A7 7/1/21 22 T24531689 KJ5 7/1/21
9 T24531676 A8 7/1/21 23 T24531690 MHVA 7/1/21
10 T24531677 B 7/1/21 24 T24531691 MHVB 7/1/21
11 T24531678 B1 7/1/21 25 T24531692 MHVC 7/1/21
12 T24531679 B2 7/1/21 26 T24531693 MV2 7/1/21
13 T24531680 B3 7/1/21 27 T24531694 MV4 7/1/21
14 T24531681 B4 7/1/21 28 T24531695 MV6 7/1/21
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 � •,••�C•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 1,2021
Velez,Joaquin 1 of 2
�m ID
W1 I
MiTek
MiTek USA, Inc.
RE: 77610 - FRADE 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: AStyle Homes, Inc. Project Name: Frade Model: .
Lot/Block: . Subdivision: .
Address: Unknown, .
City: Port St Lucie State: FL
No. Seal# Truss Name Date
29 T24531696 MV8 7/1/21
30 T24531697 MV10 7/1/21
31 T24531698 V4 7/1/21
32 T24531699 V8 7/1/21
33 T24531700 V12 7/1/21
34 T24531701 V16 7/1/21
35 T24531702 V20 7/1/21
36 T24531703 VA 7/1/21
2 of 2
Job Truss Truss Type Qty Ply FRADE
T24531668
77610 A HIP 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:10 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnz1W3H-OUug?seDjwgg7DHbRV?RQu?QB5MWOhBXqubkXwzl1 3
2-4-0 9-0-0 14-8-9 2%3-7 26-0-0 32-8-0 35-0-0 35--2
0-8-2 2-4-0 6-8-0 5-8-9 5-6-13 5-8-9 6-8-0 2-4-0 0-0-2
Scale=1:58.8
5x6=
3x4= 5x8 MT18HS= 3x10= 5x6-
6.00 12 4 28 5 29 6 30 7 31 8
M
4x6 i 26 27 33 4x6 d
3 9
M21 I V161
10
o101
�o
19 34 35 18 17 36 16 15 37 14 13 38 39 12
3x4
3x6 I I 6x8= 3x6= 3x4= 2x3 I I 3x6= 6x8= 3x6 I I 3x4=
2,4�0 9-0-0 14-8-9 20-3-7 26-0-0 32-8-0 33-Q-0 35-0-0
2-0-0 0-4-0 6-8-0 5-8-9 5-6-13 5-8-9 6-8-0 0-4-0 2-0-0
Plate Offsets(X,Y)-- [4:0-4-0,0-2-8],[6:0-4-0,Edge],[8:0-4-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.33 15-16 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.20 15-16 >999 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) -0.07 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:186 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-10 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-18,9-13
REACTIONS. (lb/size) 19=1577/0-8-0,12=1577/0-8-0
Max Horz 19=-205(LC 10)
Max Uplift 19=-1598(LC 12),12=-1491(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-67/279,3-26=-1854/3454,26-27=-1800/3458,4-27=-1739/3477,4-28=-1576/3278,
5-28=-1576/3278,5-29=-2190/4396,6-29=-2190/4396,6-30=-2190/4396,7-30=-2190/4396,
7-31=-1576/3276,8-31=-1576/3276,8-32=-1739/3478,32-33=-1800/3459,
9-33=-1854/3455,9-10=-67/271
BOT CHORD 2-19=-260/103,19-34=-301/235,34-35=-301/235,18-35=-301/235,17-18=-4074/2190,
17-36=-4074/2190,16-36=-4074/2190,15-16=-4086/2190,15-37=-4086/2190,
14-37=-4086/2190,13-14=-4086/2190,13-38=-251/103,38-39=-251/103,12-39=-251/103,
10-12=-251/103
WEBS 3-19=-1463/2349,3-18=-2783/1473,4-18=-1206/440,5-18=-857/1479,5-16=-603/213,
7-15=-622/213,7-13=-857/1478,8-13=-1206/439,9-13=-2785/1473,9-12=-1463/2350
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-5-1,Interior(1)3-5-1 to 9-0-0,Exterior(2R)9-0-0
to 13-11-6,Interior(1)13-11-6 to 26-0-0,Exterior(21R)26-0-0 to 30-11-6,Interior(1)30-11-6 to 35-0-15 zone;cantilever left and right This item has been
exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip electronically signed and
DOL=1.60 sealed by Velez,Joaquin, PE
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to using a Digital Signature.
the use of this truss component.
4)Provide adequate drainage to prevent water ponding. Printed copies Of this
5)All plates are MT20 plates unless otherwise indicated. document are not considered
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1598 lb uplift at joint 19 and 1491 lb uplift on any electronic copies.
at joint 12. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 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 FRADE
T24531669
77610 Al HIP 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:11 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-sgS2CCfrUEohlNsn?DWgz5Ydvveul7kg3YK14Mzl 1_2
5-9-4 11-0-0 17-6-0 24-0-0 29-2-12 35-0-0 35 -2
0-8-2 5-9-4 s-2-12 6-6-0 6-6-0 5-2-12 5-9-4 0-0-2
Scale=1:59.0
5x6=
3x8= 5x6=
5 27 6 28 7 29
6.00 12
6x8
6x8
4 26 8
M
0
2x3 II 25 30 2x3 II n
3 9
21 10
o101
�o
18 31 32 17 16 33 15 34 14 13 35 36 12
3x4— 6x8= 3x6= 2x3 11 3x8= 6x8= 3x4=
3x8= 3x6=
2-0-0 2�40 11-0-0 17-6-0 24-0-0 32-8-0 33-Q-0 35-0-0
2-6-0 0-4-0 8-8-0 6-6-0 6-6-0 8-8-0 0-410 2-0-0
Plate Offsets(X,Y)-- [2:0-0-8,Edge],[5:0-4-0,0-2-8],[7:0-4-0,0-2-8],[10:0-0-8,Edge],[12:0-3-8,0-3-0],[18:0-3-8,0-3-0]
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 0.54 Vert(LL) 0.48 17-18 >757 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) -0.09 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-2 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-17,6-13
REACTIONS. (lb/size) 18=1577/0-8-0,12=1577/0-8-0
Max Horz 18=-250(LC 10)
Max Uplift 18=-1598(LC 12),12=-1491(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-89/326,3-25=-89/360,4-25=-49/371,4-26=-1780/3486,5-26=-1768/3506,
5-27=-1525/3255,6-27=-1525/3255,6-28=-1525/3254,7-28=-1525/3254,7-29=-1768/3505,
8-29=-1780/3485,8-30=-49/363,9-30=-89/351,9-10=-89/318
BOT CHORD 18-31=-2452/1345,31-32=-2452/1345,17-32=-2452/1345,16-17=-3459/1879,
16-33=-3459/1879,15-33=-3459/1879,15-34=-3459/1879,14-34=-3459/1879,
13-14=-3459/1879,13-35=-2437/1345,35-36=-2437/1345,12-36=-2437/1345
WEBS 4-17=-521/287,5-17=-1236/434,6-17=-548/797,6-15=-609/213,6-13=-548/797,
7-13=-1235/434,8-13=-521/287,4-18=-1824/2948,8-12=-1824/2949
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-5-1,Interior(1)3-5-1 to 11-0-0,Exterior(2R)
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 35-0-15 zone;cantilever left and
right exposed;porch left and right exposed;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 electronically signed and
the use of this truss component. sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1598 lb uplift at joint 18 and 1491 lb uplift signed and sealed and the
at joint 12. signature must be verified
LOAD CASE(S) Standard on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531670
77610 A2 HIP 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:12 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-KtORQYgUFXwYMXR_Zw2vWJ5oPuzOUY3glC4rcozl l_l
2-4-0 7-6-5 13-0-0 17-6-0 22-0-0 27-5-11 32-8-0 35-0-0 35--2
0--2 2-4-0 5-2-5 5-5-11 4-6-0 4-6-0 5-5-11 5-2-5 2-4-0 0-0-2
Scale=1:58.8
4x5=
3x4= 4x5=
5 28 629 30 31 7
6.00 12
3x4 3x4
4 27 32 8
M
O
5x6 26 33 5x6
3 9
,21 10I Z"'Z e
1
o to
19 34 1835 17 16 36 37 38 39 15 14 4013 41 12
3x4- 3x6 I I 5x6= 3x6= 3x8= 5x6= 3x6 11 3x4=
3x8= 3x6=
2,4�0 7-6-5 13-0-0 22-0-0 27-5-11 32-8-0 33-Or0 35-0-0
2-0-0 0-4-0 5-2-5 5-5-11 9-0-0 5-5-11 5-2-5 0-4-0 2-0-0
Plate Offsets(X,Y)-- [5:0-2-12,0-2-4],[7:0-2-12,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.58 15-16 >627 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.35 15-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.06 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:198 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-1-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-18,9-13
REACTIONS. (lb/size) 19=1577/0-8-0,12=1577/0-8-0
Max Horz 19=-295(LC 10)
Max Uplift 19=-1598(LC 12),12=-1491(LC 12)
Max Grav 19=1690(LC 2),12=1690(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-26=-1903/3411,4-26=-1778/3429,4-27=-1829/3358,5-27=-1814/3379,5-28=-1573/3135,
28-29=-1573/3135,6-29=-1573/3135,6-30=-1573/3134,30-31=-1573/3134,
7-31=-1573/3134,7-32=-1814/3378,8-32=-1829/3357,8-33=-1778/3427,9-33=-1903/3409
BOT CHORD 19-34=-364/253,18-34=-364/253,18-35=-2914/1642,17-35=-2914/1642,
16-17=-2914/1642,16-36=-2774/1667,36-37=-2774/1667,37-38=-2774/1667,
38-39=-2774/1667,15-39=-2774/1667,14-15=-2900/1642,14-40=-2900/1642,
13-40=-2900/1642
WEBS 3-19=-1484/2480,3-18=-3028/1706,4-18=-290/190,4-16=-195/294,5-16=-1213/507,
6-16=-296/195,6-15=-296/196,7-15=-1212/507,8-15=-195/293,8-13=-290/190,
9-13=-3033/1706,9-12=-1484/2480
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-5-1,Interior(1)3-5-1 to 13-0-0,Exterior(2R) This item has been
13-0-0 to 17-11-6,Interior(1)17-11-6 to 22-0-0,Exterior(2R)22-0-0 to 26-11-6,Interior(1)26-11-6 to 35-0-15 zone;cantilever left and electronically signed and
right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip sealed by Velez,Joaquin, PE
DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to using a Digital Signature.
the use of this truss component. Printed copies Of this
4)Provide adequate drainage to prevent water ponding. document are not considered
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
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 signature must be verified
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1598 lb uplift at joint 19 and 1491 lb uplift on any electronic copies.
at joint 12. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 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 FRADE
T24531671
77610 A3 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:13 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-o3apdug6Or2P_h0A7dZ82Wd?ylOfD4PzWspP8Fz11_0
7-10-0 15-0-0 20-0-0 27-2-0 35-0-0 35--2
0--2 7-10-0 7-2-0 5-0-0 7-2-0 7-10-0 0-0-2
Scale=1:59.8
48=
46—
6.00 12 5 27 28 6
5x6 P8 29
5x6
4 7
M
O
n
44 i 25 L L:>30 44
3 8
21 9
10 Tq
0Ell0
18 17 16 15 31 14 13 12 11
3x4= 3x6 5x6= 46= 3x4= 3x8= 46 5x6= 3x6 3x4=
2-0-0 2�4,0 7-10-0 15-0-0 20-0-0 27-2-0 32-8-0 33-Q-0 35-0-0
2-0-0 0-4-0 5-6-0 7-2-0 5-0-0 7-2-0 5-6-0 0-4-0 2-0-0
Plate Offsets(X,Y)-- [4:0-3-0,0-3-4],[5:0-5-4,0-2-0],[7:0-3-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.10 15-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.21 15-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.08 15-17 >999 240 Weight:197 lb FT=20%
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 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15,5-14,7-14
REACTIONS. (lb/size) 18=1577/0-8-0,11=1577/0-8-0
Max Horz 18=-340(LC 10)
Max Uplift 18=-928(LC 12),11=-821(LC 12)
Max Grav 18=1754(LC 17),11=1752(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-347/112,3-25=-2084/1022,4-25=-1950/1041,4-26=-1746/1025,5-26=-1642/1043,
5-27=-1497/1045,27-28=-1497/1045,6-28=-1497/1045,6-29=-1637/1043,
7-29=-1741/1024,7-30=-1945/1039,8-30=-2080/1020,8-9=-347/111
BOT CHORD 2-18=-47/318,17-18=-333/367,16-17=-790/2024,15-16=-790/2024,15-31=-546/1627,
14-31=-546/1627,13-14=-776/1764,12-13=-776/1764,11-12=-47/318,9-11=-47/318
WEBS 4-17=-229/289,4-15=-465/282,5-15=-103/461,6-14=-118/434,7-14=-465/300,
7-12=-230/290,3-17=-1074/1812,8-12=-1079/1804,3-18=-1612/1125,8-11=-1608/1125
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-5-1,Interior(1)3-5-1 to 15-0-0,Exterior(2E)
15-0-0 to 20-0-0,Exterior(2R)20-0-0 to 24-11-6,Interior(1)24-11-6 to 35-0-15 zone;cantilever 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 to This item has been
the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Velez,Joaquin, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a digital Signature.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Printed copies Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 928 lb uplift at joint 18 and 821 lb uplift at document are not considered
joint 11. signed and sealed and the
LOAD CASE(S) Standard signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531672
77610 A4 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:13 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzlW3H-o3apdug60r2P_hOA7dZ82WdlaINdD1SzWspP8Fzl1_0
18-0-0
6-0-5 11-6-13 17-0-0 17-6,70 23-5-3 2%11-11 35-0-0 35-p-2
0--2 6-0-5 5-6-7 5-5-3 -6-0 5-5-3 5-6-7 6-0-5
0-6-0
Scale=1:62.8
5x8 MT18HS=
6.00 12
7
3x6 i
3x4 i 28 P9 3x4
6 8 3x6
5 9
4x4 i 4x4
4 10
2x3 II 27 30 2x3 II
3 11
�21 12
qIFU Iq
0 0
20 19 31 18 32 17 33 16 34 15 14
6x8= 3x4= 3x6= 3x8—_ 3x6= 3x4= 6x8= 3x4=
3x4=
18-0-0
2-0-0 2 0 9-8-0 17-0-0 1 -6 0 25-4-0 32-8-0 3- 0 35-0-0
2-0-0 0-4-0 7-4-0 7-4-0 -6- 7-4-0 7-4-0 0-4-0 2-0-0
0-6-0
Plate Offsets(X,Y)-- [14:0-3-8,0-3-0],[20:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.11 15-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.22 15-17 >999 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.09 17-19 >999 240 Weight:194 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-17,8-17
REACTIONS. (lb/size) 20=1577/0-8-0,14=1577/0-8-0
Max Horz 20=-390(LC 10)
Max Uplift 20=-928(LC 12),14=-821(LC 12)
Max Grav 20=1765(LC 17),14=1766(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-399/113,3-27=-253/24,4-5=-2034/1005,5-6=-1898/1016,6-28=-1577/948,
7-28=-1498/967,7-29=-1499/968,8-29=-1578/949,8-9=-1898/1017,9-10=-2034/1005,
11-30=-253/25,11-12=-399/113
BOT CHORD 2-20=-59/372,19-20=-631/1853,19-31=-661/1916,18-31=-661/1916,18-32=-661/1916,
17-32=-661/1916,17-33=-649/1669,16-33=-649/1669,16-34=-649/1669,15-34=-649/1669,
14-15=-655/1560,12-14=-59/372
WEBS 4-19=-11/314,6-17=-626/399,8-17=-626/399,10-15=-13/314,4-20=-2033/1265,
10-14=-2035/1265,3-20=-250/310,11-14=-249/310,7-17=-487/949
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-5-1,Interior(1)3-5-1 to 17-6-0,Exterior(21R)
17-6-0 to 22-5-6,Interior(1)22-5-6 to 35-0-15 zone;cantilever left and right exposed;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 electronically signed and
the use of this truss component. sealed by Velez,Joaquin, PE
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members,with BCDL=IO.Opsf. document are not considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 928 lb uplift at joint 20 and 821 lb uplift at signed and sealed and the
joint 14. signature must be verified
LOAD CASE(S) Standard on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531673
77610 A5 Common 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:14 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-GF8BgEhkn9AFcgbMgL4NbkACJikAyT171WZyghzl 1_?
2
1
11-10-3 17-6-0 23-1-13 28-9-11 35-0-0 35--2
6-245 5-7-13 5-7-13 5-7-13 5-7-13 6-2-5 0-0-2
Scale=1:59.1
4x5=
6.00 F12 6
27 28
3x6- 3x4 6 3x4
5 7 3x6
4 8
4x4 i 4x4
3 9
2x3 28 29 2x3
2 10
1 11
qI Iq
0 0
19 18 30 17 31 16 32 15 33 14 13
6x8—_ 3x4= 3x6= 3x8—_ 3x6= 3x4= 6x8= 3x4=
3x4=
2�4�0 9-11-0 17-6-0 25-1-0 32-8-0 33-Q-0 100
2-0-0 0-4-0 7-7-0 7-7-0 7-7-0 7-7-0
Plate Offsets(X,Y)-- [13:0-3-8,0-3-0],[19:0-3-8,0-3-0]
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 0.32 Vert(LL) -0.11 16-18 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.21 14-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.09 16-18 >999 240 Weight:195 lb FT=20%
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 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16,5-16
REACTIONS. (lb/size) 19=1575/0-8-0,13=1577/0-8-0
Max Horz 19=-396(LC 10)
Max Uplift 19=-929(LC 12),13=-821(LC 12)
Max Grav 19=1762(LC 17),13=1765(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-399/99,2-26=-250/19,3-4=-2028/1039,4-5=-1890/1051,5-27=-1567/984,
6-27=-1488/1004,6-28=-1488/1004,7-28=-1567/985,7-8=-1889/1051,8-9=-2028/1039,
10-11=-398/103
BOT CHORD 1-19=-46/371,18-19=-670/1879,18-30=-680/1902,17-30=-680/1902,17-31=-680/1902,
16-31=-680/1902,16-32=-654/1665,15-32=-654/1665,15-33=-654/1665,14-33=-654/1665,
13-14=-666/1580,11-13=-51/370
WEBS 6-16=-533/1005,7-16=-655/418,9-14=-14/286,5-16=-655/418,3-18=-14/285,
3-19=-2024/1301,9-13=-2030/1301,2-19=-252/318,10-13=-251/317
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-6-0,Interior(1)3-6-0 to 17-6-0,Exterior(2R)17-6-0
to 21-0-0,Interior(1)21-0-0 to 35-0-15 zone;cantilever left and right exposed;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 electronically signed and
the use of this truss component. sealed by Velez,Joaquin, PE
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=I O.Opsf. Printed copies Of this
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 929 Ib uplift at joint 19 and 821 lb uplift at document are not considered
joint 13. signed and sealed and the
LOAD CASE(S) Standard signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531674
77610 A6 Roof Special 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:15 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-kShZ2aiMYS16D_AZE2bc7xjGa62NhvFG_AIVD7z11_
7-10-12 15-6-0 23-1-4 304-0 33-0-0 33- -2
7-10-12 7-7-4 7-7-4 7-2-12 2-8-0 0--2
4x6= Scale=1:58.4
6.00 12 4
20 21
4x6 i 3x4
3x4 i 4x6
2 3 5 6
19
12
5x8 4x10
5x8= 22 �
1 7 c6
14 11 r6
Sx6 8
7x8% 3.00 12 9 Iq
0
10
15 5x6= 3x4=
3x8=
7-10-12 15-6-0 23-1-4 30-4-0 31-0 0 33-0-0
7-10-12 7-7-4 7-7 4 7-2-12 8- 2-0-0
Plate Offsets(X,Y)-- [1:Edge,0-1-12],[3:0-3-0,Edge],[5:0-3-0,Edge],[10:04-0,0-3-0],[11:0-3-0,0-1-8]
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 0.73 Vert(LL) -0.16 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.41 12-13 >878 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.23 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.23 12-13 >999 240 Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-11,1-14
REACTIONS. (lb/size) 10=1612/0-8-0,15=1348/0-8-0
Max Horz 15=367(LC 11)
Max Uplift 10=-842(LC 12),15=-705(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-19=-2997/1620,2-19=-2888/1637,2-3=-2405/1296,3-20=-2389/1299,4-20=-2270/1324,
4-21=-2267/1321,5-21=-2386/1308,5-6=-2402/1292,6-22=-2789/1456,7-22=-2811/1428,
7-8=-348/68,1-15=-1347/847
BOT CHORD 14-15=-321/566,13-14=-1268/2831,12-13=-1325/2917,11-12=-1132/2501,
10-11=-154/435,8-10=-33/289
WEBS 2-13=-226/255,2-12=-738/582,4-12=-712/1551,6-12=-632/446,6-11=-301/326,
7-11=-1478/2549,7-10=-1488/1123,1-14=-1199/2384
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-5-6,Interior(1)3-5-6 to 15-6-0,Exterior(2R)15-6-0
to 18-9-10,Interior(1)18-9-10 to 33-0-15 zone;cantilever 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 to
the use of this truss component. This Item has been
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. using a digital Signature.
6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. Printed Copies Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 842 lb uplift at joint 10 and 705 lb uplift at document are not considered
joint 15. signed and sealed and the
LOAD CASE(S) Standard signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531675
77610 A7 Scissor 8 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:16 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-kShZ2aiMYS16D_AZE2bc7xjGR62FhwIG_AIVD7z11_
7-10-12 15-6-0 23-14 31-0-0
7-10-12 7-7-4 7-7-4 T10-12
4x6= Scale=1:57.1
6.00 12 4
16 17
5x6 WB
Sx6 WB�
3x4� 3x4
2
3 5 6
15 11 18
5x8 5x8= 5x8
1 7 oopb
13 10
7x8
9 M
3.00 F12 7x8 Zz
8
14
3x8=
3x8=
7-10-12 15-6-0 23-14 31-0-0
7-10-12 7-7-4 7-7-4 7-10-12
Plate Offsets(X,Y)-- [1:Edge,0-1-12],[3:0-3-0,Edge],[5:0-3-0,Edge],[7:Edge,0-1-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.17 10-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.43 10-11 >848 240
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.25 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.26 10-11 >999 240 Weight:165 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-13,7-9
REACTIONS. (lb/size) 14=1382/0-8-0,8=1382/0-8-0
Max Horz 14=-337(LC 10)
Max Uplift 14=-721(LC 12),8=-721(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-15=-3090/1745,2-15=-2981/1762,2-3=-2521/1454,3-16=-2505/1456,4-16=-2380/1482,
4-17=-2380/1499,5-17=-2505/1473,5-6=-2521/1471,6-18=-2981/1776,7-18=-3090/1758,
1-14=-1365/891,7-8=-1361/896
BOT CHORD 13-14=-290/536,12-13=-1459/2856,11-12=-1520/2943,10-11=-1495/2762,
9-10=-1435/2672
WEBS 4-11=-880/1662,6-11=-758/550,6-10=-241/274,2-11=-718/546,2-12=-241/276,
1-13=-1321/2466,7-9=-1309/2466
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=31ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-2-15,Interior(1)3-2-15 to 15-6-0,Exterior(2R)
15-6-0 to 18-7-3,Interior(1)18-7-3 to 30-10-4 zone;cantilever 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 to This item has been
the use of this truss component. electronically signed and
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez,Joaquin, PE
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members.
6)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this
capacity of bearing surface. document are not considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 721 Ib uplift at joint 14 and 721 lb uplift at signed and sealed and the
joint 8. signature must be verified
LOAD CASE(S) Standard on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531676
77610 A8 Roof Special 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:16 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-CeFxFwj_JmQzr8llom6rg8FREWOcQMXPDg22kaz1 Ozz
2-8-0 9-10-12 17-6-0 25-1-4 33-0-0
2-8-0 7-2-12 7-7-4 7-7-4 7-10-12
4x6= Scale=1:58.3
6.00 12 5
19 20
4x6 i 3x4
3x4 i 4x6
3 4 6 7
21
4x10 i 12
18 5x8= 5x8
2 8 oob
13 11
1 5x6 10 M
qI 7x8
0
14 3.00 F12 9
3x4= 5x6= 3x8=
2-0-0 -8- 9-10-12 17-6-0 25-1-4 33-0-0
2-0-0 -8- 7-2-12 7-7-4 7-7-4 7-10-12
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[6:0-3-0,Edge],[8:Edge,0-1-12],[13:0-3-0,0-1-8],[14:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 11-12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.41 11-12 >878 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.23 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.24 11-12 >999 240 Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-13,8-10
REACTIONS. (lb/size) 14=1609/0-8-0,9=1348/0-8-0
Max Horz 14=-366(LC 10)
Max Uplift 14=-961(LC 12),9=-699(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-349/63,2-18=-2813/1492,3-18=-2605/1517,3-4=-2403/1334,4-19=-2387/1350,
5-19=-2268/1363,5-20=-2271/1401,6-20=-2389/1376,6-7=-2406/1373,7-21=-2889/1699,
8-21=-2998/1682,8-9=-1327/870
BOT CHORD 1-14=-22/289,13-14=-439/398,12-13=-1283/2719,11-12=-1424/2677,10-11=-1366/2590
WEBS 2-14=-1487/1136,2-13=-1518/2546,3-13=-301/333,3-12=-586/413,5-12=-781/1551,
7-12=-780/575,7-11=-226/259,8-10=-1227/2385
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-3-10,Interior(1)3-3-10 to 17-6-0,Exterior(2R)
17-6-0 to 20-9-10,Interior(1)20-9-10 to 32-10-4 zone;cantilever 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 to
the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and
will fit between the bottom chord and any other members. sealed by Velez,Joaquin, PE
6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature.
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 961 lb uplift at joint 14 and 699 lb uplift at Printed copies of this
joint 9. document are not considered
signed and sealed and the
LOAD CASE(S) Standard 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 1,2021
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 FRADE
T24531677
77610 B Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:17 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-ggpKTFjc44YgTIKXMTd4DMoY?vf79gOZRUnbGOz1 Ozy
4-9-4 9-0-0 14-1 0-0 20-8-0 25-0-0 33-0-0
0-8-2 4-9-4 4-2-12 5-10-0 5-10-0 4-4-0 8-0-0
Scale=1:56.4
3x4 11
4x8=
3x12= 5x6 WB= 4x8= 3x10=
6.00 12 5 25 6 26 27 7 8 9 28 29 10
4x5
24 4
2x3 11 23
14 3
0
5xl2 MT18HS= 18
M21 6X10= c c5
o] 3.00 12
19 18 17 16 15 12 11
6x8= 3x6= 4x12= 3x4 11 3x4 11 6x8=
3x4= 3x4=
2i4T0 9-0-0 14-10-0 20-8-0 25-0-0 33-0-0
2-0-0 0-4-0 6-8-0 5-10-0 5-10-0 4 4-0 8-0-0
Plate Offsets(X,Y)-- [5:0-5-4,0-2-0],[6:0-3-8,0-1-8],[8:0-3-0,Edge],[13:0-6-4,0-3-8],[14:0-3-12,0-3-0],[19:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.36 14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.81 15 >449 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.38 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.58 14 >636 240 Weight:204 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*Except* except end verticals.
7-15,9-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 14-16,10-13
6-14,9-14,10-13:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 11=1365/0-8-0,19=1594/0-8-0
Max Horz 19=277(LC 12)
Max Uplift 11=-729(LC 12),19=-916(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-419/137,3-23=-296/67,23-24=-288/122,4-24=-288/133,4-5=-1818/1010,
5-25=-2259/1352,6-25=-2259/1352,6-26=-5981/3489,26-27=-5981/3489,
7-27=-5981/3489,7-8=-6041/3508,8-9=-6041/3508,9-28=-3122/1844,28-29=-3122/1844,
10-29=-3122/1844,10-11=-1283/836
BOT CHORD 2-19=-86/394,18-19=-835/1210,17-18=-972/1562,16-17=-972/1562,13-14=-1866/3205,
9-13=-1560/1022
WEBS 4-18=-225/489,5-16=495/931,6-16=-1551/1015,14-16=-1468/2442,6-14=-2240/3873,
9-14=-1794/3084,10-13=-1922/3252,4-19=-1785/1225,3-19=-175/260
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-2-11,Interior(1)3-2-11 to 9-0-0,Exterior(2R) This item has been
9-0-0 to 13-8-0,Interior(1)13-8-0 to 32-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for electronically signed and
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez,Joaquin, PE
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to using a Digital Signature.
the use of this truss component.
4)Provide adequate drainage to prevent water ponding. Printed copies of this
5)All plates are MT20 plates unless otherwise indicated. document are not considered
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 Ib uplift at joint 11 and 916 lb uplift at on any electronic copies.
joint 19. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531678
77610 B1 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:17 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnz1 W3H-ggpKTFjc44YgTIKxMTd4DMocCvkz9qEZRUnbGOz1 Dzy
2-4-0 6-8-0 11-0-0 15-10-0 20-8-0 25-0-0 33-0-0
0- -2 2-4-0 4-4-0 4-4-0 4-10-0 4-10-0 4 4-0 8-0-0
Scale=1:56.2
3x4
4x8=
3x8— 3x6— 4x4— 4x8—
5 6 24 7 8 9 25 26 10
6.00 12
4x5
4
2x3 11 23
3 14
0
x10= 18
1 6x8
-2
0 3.00 12
19 18 17 16 15 12 11
6x8= 3x6= 5x8= 3x4 I I 3x4 I I 6x8=
3x4= 3x4=
2�4.0 11-0-0 15-10-0 20-8-0 25-0-0 33-0-0
2-0-0 0-4-0 8-8-0 4-10-0 4-10-0 4-4-0 8-0-0
Plate Offsets(X,Y)-- [5:0-5-4,0-2-0],[6:0-3-8,0-1-8],[13:0-5-8,0-34],[14:0-3-0,0-2-8],[19:0-3-8,0-3-0]
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 0.66 Vert(LL) -0.18 14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.41 14 >897 240
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.21 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.29 14 >999 240 Weight:213 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except
BOT CHORD 2x4 SP M 30-Except* end verticals.
7-15,9-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 10-11,4-19,10-13
REACTIONS. (lb/size) 11=1365/0-8-0,19=1594/0-8-0
Max Horz 19=339(LC 12)
Max Uplift 11=-740(LC 12),19=-906(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-398/42,4-5=-1785/1017,5-6=-1869/1160,6-24=-3769/2265,7-24=-3769/2265,
7-8=-3786/2269,8-9=-3786/2269,9-25=-2268/1370,25-26=-2268/1370,10-26=-2268/1370,
10-11=-1285/851
BOT CHORD 2-19=0/360,18-19=-1047/1493,17-18=-1047/1493,16-17=-980/1532,13-14=-1385/2318,
9-13=-1393/946
WEBS 3-19=-296/369,4-19=-1829/1250,5-16=-293/578,6-16=-1449/954,14-16=-1341/2154,
6-14=-1277/2179,9-14=-1062/1753,10-13=-1493/2470
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-2-11,Interior(1)3-2-11 to 11-0-0,Exterior(2R)
11-0-0 to 15-10-0,Interior(1)15-10-0 to 32-10-4 zone;cantilever 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 to This item has been
the use of this truss component. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Velez,Joaquin, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a digital Signature.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. Printed copies of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 740 Ib uplift at joint 11 and 906 lb uplift at document are not considered
joint 19. signed and sealed and the
LOAD CASE(S) Standard signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531679
77610 B2 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:18 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-9ONigbkErNgh4Su8vB9JIZLovJ6HuLSig8X8oSz1 Ozx
2-4-0 7-8-0 13-0-0 20-8-0 26-8-4 33-0-0
0-8-2 2-4-0 5 4-0 5-4-0 7-8-0 6-0-4 6-3-12
Scale=1:56.3
3x4 11
4x8
4x6= 4x4= 4x5=
5 23 24 25 6 7 8 26 27 9
6.00 12
3x4 i
22
4
3x5 i
21
12 7x8
3 =
0
m21 11
4x4
0
17 16 15 3x6 14 13 10
= 3.00 12
3x4= 3x6 11 5x6= 4x8= 3x4 I I 3x8=
2-0-0 2 4,0 7-8-0 13-0-0 20-8-0 26-8-4 33-0-0
2-0-0 0-4-0 5 4-0 5-4-0 7-8-0 6-0-4 6-3-12
Plate Offsets(X,Y)-- [5:0-5-12,0-2-0],[7:0-3-0,Edge],[12:0-24,0-3-0]
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 0.60 Vert(LL) -0.13 12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.31 13-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.21 6-12 >999 240 Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except
BOT CHORD 2x4 SP M 30-Except* end verticals.
6-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-10,12-14,5-12,8-12,9-11
REACTIONS. (lb/size) 10=1365/0-8-0,17=1594/0-8-0
Max Horz 17=400(LC 12)
Max Uplift 10=-752(LC 12),17=-894(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-346/80,3-21=-1819/920,4-21=-1739/938,4-22=-1722/970,5-22=-1638/988,
5-23=-2825/1776,23-24=-2825/1776,24-25=-2825/1776,6-25=-2825/1776,
6-7=-2817/1757,7-8=-2817/1757,8-26=-1369/828,26-27=-1369/828,9-27=-1369/828,
9-10=-1316/859
BOT CHORD 2-17=-12/311,16-17=-283/217,15-16=-1121/1626,14-15=-1121/1626,6-12=-511/423,
11-12=-857/1417
WEBS 3-17=-1470/1087,3-16=-964/1604,4-16=-272/259,5-14=-357/335,12-14=-1027/1532,
5-12=-920/1521,8-12=-1092/1682,8-11=-1312/925,9-11=-1067/1765
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-2-11,Interior(1)3-2-11 to 13-0-0,Exterior(21R)
13-0-0 to 17-8-0,Interior(1)17-8-0 to 32-10-4 zone;cantilever left and right exposed;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 electronically signed and
the use of this truss component. sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
7)Bearing at joint(s)10 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
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 752 lb uplift at joint 10 and 894 lb uplift at
joint 17. on any electronic copies.
Joaquin Velez PE No.68182
LOAD CASE(S) Standard MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 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 FRADE
T24531680
77610 B3 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:18 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-9ONigbkErNgh4Su8vB9JIZLruJ6LuIVig8X8oSz1 Ozx
7-10-0 15-0-0 20-8-0 26-4-4 32-0-0 3-0-
0--2 7-10-0 7-2-0 5-8-0 5-8-4 5-7-12 1-0-0
Scale=1:57.5
4x8— 3x4
3x4 3x6= 3x5= 5x6—
6.00 F12 5 24 25 26 6 7 8 27 9 10
5x6 i 23
4
M
M O
nr
3x5 i
22
3 13 7x8= o
12
21 4x4
0
18 17 16 15 14 11
3x6= 3.00 Ll2
3x4= 3x6 11 5x6= 4x8= 3x4 I I 5x6=
33-0-0
2-0-0 2 0 7-10-0 15-0-0 20-8-0 26-4-4 32-0-0 2-8-
2-0-0 0-4-0 5- 0 7-2-0 5-8-0 5-8-4 5-7-12 -8-
0-3-8
Plate Offsets(X,Y)-- [4:0-3-0,0-3-4],[5:0-5-4,0-2-0],[9:0-3-0,0-2-0],[13:0-2-8,0-3-0]
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 0.41 Vert(LL) -0.09 13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.20 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 13 >999 240 Weight:221 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except
BOT CHORD 2x4 SP M 30-Except* end verticals.
6-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15,9-12,9-11
REACTIONS. (lb/size) 11=1 365/0-8-0,18=1594/0-8-0
Max Horz 18=434(LC 12)
Max Uplift 11=-759(LC 12),18=-886(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-359/104,3-22=-1875/931,4-22=-1740/949,4-23=-1636/916,5-23=-1515/934,
5-24=-2185/1437,24-25=-2185/1437,25-26=-2185/1437,6-26=-2185/1437,
6-7=-2192/1440,7-8=-2192/1440,8-27=-1202/789,9-27=-1202/789
BOT CHORD 2-18=-40/331,17-18=-300/207,16-17=-1173/1707,15-16=-1173/1707,6-13=-410/337,
12-13=-782/1244
WEBS 4-17=-239/271,4-15=-392/297,5-15=-442/386,13-15=-1016/1523,5-13=-670/1096,
8-13=-846/1264,8-12=-1225/895,9-12=-950/1531,3-17=-1002/1673,3-18=-1475/1066,
9-11=-1 365/952
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-2-11,Interior(1)3-2-11 to 15-0-0,Exterior(21R)
15-0-0 to 19-8-0,Interior(1)19-8-0 to 32-0-0,Exterior(2E)32-0-0 to 32-10-4 zone;cantilever left and right exposed;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 electronically signed and
the use of this truss component. sealed by Velez,Joaquin, PE
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. document are not considered
7)Bearing at joint(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
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 759 lb uplift at joint 11 and 886 lb uplift at
joint 18. on any electronic copies.
Joaquin Velez PE No.68182
LOAD CASE(S) Standard MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531681
77610 B4 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:19 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-dDx4uxltchoYicTKTugYlnt?XjQSdjNsvoGiLuz10zw
2-8-0 9-10-0 17-0-0 23-6-0 30-0-0 33-0-0
0-8-2 2-8-0 7-2-0 7-2-0 6-6-0 6-6-0 3-040
Scale=1:57.4
4x6= 3x4= 4x8=
6.00 F12 5 21 6 22 7
3x4
8
5x8 20
4
M
O
M ap
Y
4x10 i 13
19 5x8= T
3 12
14 3x5 11
M21 5x6
3x6 Zz
10
0
15 3.00 F12 4x4 9
3x4
5x6= 3x8—
2-0-0 8- 9-10-0 17-6-0 23-6-0 30-0-0 33-0-0
2-0-0 8- 7-2-0 7-8-0 6-0-0 6-6-0
Plate Offsets(X,Y)-- [4:0-4-0,0-3-0],[7:0-5-8,0-2-0],[14:0-3-0,0-1-8],[15:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 13-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.34 13-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.17 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.21 13-14 >999 240 Weight:203 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing.
WEBS 1 Row at midpt 3-14,7-12,7-10,8-9
REACTIONS. (lb/size) 15=1612/0-8-0,9=1348/0-8-0
Max Horz 15=434(LC 12)
Max Uplift 15=-911(LC 12),9=-750(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-347/53,3-19=-2889/1593,4-19=-2871/1621,4-20=-2403/1490,5-20=-2294/1514,
5-21=-2139/1493,6-21=-2139/1493,6-22=-1424/1019,7-22=-1424/1019,7-8=-564/390,
8-9=-1330/890
BOT CHORD 2-15=-37/286,14-15=-317/256,13-14=-1768/2715,12-13=-941/1482,11-12=-291/485,
10-11=-300/469
WEBS 3-15=-1540/1169,3-14=-1606/2529,4-14=-299/352,4-13=-525/372,5-13=-301/610,
6-13=-609/975,6-12=-1059/802,7-12=-869/1357,7-10=-1030/750,8-10=-709/1122
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 3-2-11,Interior(1)3-2-11 to 17-0-0,Exterior(2R)
17-0-0 to 21-8-0,Interior(1)21-8-0 to 30-0-0,Exterior(2E)30-0-0 to 32-10-4 zone;cantilever 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 to
the use of this truss component. This Item has been
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez,Joaquin, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members.
7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this
capacity of bearing surface. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 911 Ib uplift at joint 15 and 750 lb uplift at signed and sealed and the
joint 9. signature must be verified
LOAD CASE(S) Standard on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531682
77610 GRA HIP GIRDER 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:21 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-Zb3gldn7712GxvdibJiONCyGpX3b5gl9M6lpPnz1 Ozu
2-4-0 12-3-14 17-6-0 22-8-2 28-0-0 32-8-0 35-0-0 35--2
0--2 2-4-0 4-8-0 5-3-14 5-2-2 5-2-2 5-3-14 4-8-0 2-4-0 0-0-2
Scale=1:58.8
3x8=
4x5=
4x5= 5x8 MT18HS WB= 4x5=
6.00 12 4 5 7 8 94x5=
28 29 30 31 6 32 33 34 35 36 37 38
5x6 5x6 ro
3 10 0
M
M21 11 12
dIMU I.7
0 0
21 20 39 40 19 18 41 42 17 43 44 45 46 16 15 47 48 14 13
3x4- 3x6 11 6x10= 4x6- 2x3 11 3x4- 6x10= 3x6 11 3x4-
3x4= 4x6=
2,4�0 12-3-14 17-6-0 22-8-2 28-0-0 32-8-0 33-4 35-0-0
2-0-0 0-4-0 4-8-0 5-3-14 5-2-2 5-2-2 5-3-14 4-8-0 0-4-0 2-0-0
Plate Offsets(X,Y)-- [4:0-2-12,0-2-4],[6:0-4-0,Edge],[9:0-2-12,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.61 16-17 >598 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.37 16-17 >982 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(CT) -0.16 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-11-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-20,5-20,8-14,10-14
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 21=1916/0-8-0,13=1916/0-8-0
Max Horz 21=-160(LC 6)
Max Uplift 21=-2705(LC 8),13=-2599(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-2272/3439,4-28=-2004/3212,28-29=-2004/3212,5-29=-2004/3212,5-30=-3418/5188,
30-31=-3418/5188,6-31=-3418/5188,6-32=-3418/5188,7-32=-3418/5188,
7-33=-3418/5198,33-34=-3418/5198,34-35=-3418/5198,35-36=-3418/5198,
8-36=-3418/5198,8-37=-2004/3234,37-38=-2004/3234,9-38=-2004/3234,
9-10=-2272/3462
BOT CHORD 20-21=-273/151,20-39=-4970/3418,39-40=-4970/3418,19-40=-4970/3418,
18-19=-4970/3418,18-41=-5653/3884,41-42=-5653/3884,42-43=-5653/3884,
17-43=-5653/3884,17-44=-5653/3884,44-45=-5653/3884,45-46=-5653/3884,
16-46=-5653/3884,15-16=-4981/3418,15-47=-4981/3418,47-48=-4981/3418,
14-48=-4981/3418
WEBS 3-21=-1 798/2502,3-20=-3016/2045,4-20=-1057/593,5-20=-1744/2417,5-18=-833/532,
7-18=-570/828,7-17=-388/294,7-16=-570/820,8-16=-828/532,8-14=-1744/2403,
9-14=-1066/593,10-14=-2973/2045,10-13=-1798/2446
NOTES- This item has been
1)Unbalanced roof live loads have been considered for this design. electronically Signed and
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=35ft;eave=5ft;Cat. sealed by Velez,Joaquin, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 Digital Signature.
plate grip DOL=1.60 using a g g
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to Printed copies of this
the use of this truss component. document are not considered
4)Provide adequate drainage to prevent water ponding. Signed and Sealed and the
5)All plates are MT20 plates unless otherwise indicated. signature must be Verified
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 on any electronic copies.
will fit between the bottom chord and any other members. Joaquin Velez PE No.68182
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2705 lb uplift at joint 21 and 2599 lb uplift MiTek USA,Inc.FL Cent 6634
at joint 13. 6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 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 FRADE
T24531682
77610 GRA HIP GIRDER 2 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:21 2021 Page 2
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-Zb3gldn7712GxvdibJiONCyGpX3b5gl9M6lpPnz1 Ozu
NOTES-
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)352 Ib down and 401 Ib up at 7-0-0,161 Ib down and 162 Ib up at
9-0-12,161 Ib down and 162 Ib up at 11-0-12,161 Ib down and 162 Ib up at 13-0-12,161 Ib down and 162 Ib up at 15-0-12,161 Ib down and 162 Ib up at 17-0-12,161 Ib
down and 162 Ib up at 17-11-4,161 Ib down and 162 Ib up at 19-11-4,161 Ib down and 162 Ib up at 21-11-4,161 Ib down and 162 Ib up at 23-11-4,and 161 Ib down and
162 Ib up at 25-11-4,and 352 Ib down and 401 Ib up at 28-0-0 on top chord,and 34 Ib down and 171 Ib up at 7-0-0,28 Ib down and 66 Ib up at 9-0-12,28 Ib down and 66
Ib up at 11-0-12,28 Ib down and 66 Ib up at 13-0-12,28 Ib down and 66 Ib up at 15-0-12,28 Ib down and 66 Ib up at 17-0-12,28 Ib down and 66 Ib up at 17-11-4,28 Ib
down and 66 Ib up at 19-11-4,28 Ib down and 66 Ib up at 21-11-4,28 Ib down and 66 Ib up at 23-11-4,and 28 Ib down and 66 Ib up at 25-11-4,and 34 Ib down and 171 Ib
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(pit)
Vert:1-2=-30,2-4=-70,4-9=-70,9-11=-70,11-12=-30,22-25=-20
Concentrated Loads(lb)
Vert:4=-62(B)9=-62(B)20=41(B)14=41(B)28=-53(B)29=-53(B)30=-53(B)31=-53(B)32=-53(B)33=-53(B)35=-53(B)36=-53(B)37=-53(B)38=-53(B)39=-10(B)
40=-1O(B)41=-10(13)42=-10(13)43=-10(13)44=-10(13)45=-10(13)46=-10(13)47=-10(13)48=-10(13)
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 FRADE
T24531683
77610 GRB Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:22 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-1odDWznlucB7Z3Cv8ODFwPVVYwOfg6ylbmVMyDz1Ozt
2-4-0 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0
0-8-2 2-4-0 4-8-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7
Scale=1:55.6
4x5= 3x4= 3x8= 4x6= 3x4= 4x5= 3x4 11
6.00 F12 4 23 24 5 25 26 27 628 7 29 8 30 31 32 9 33 34 35 10
4x5
3
M21
0
19 18 36 37 17 16 38 39 15 40 41 14 1342 43 44 12 45 46 47 11
3x4= 3x6 11 7x8= 5x8 MT18HS= 2x3 11 3x4= 3x4= 6x8=
3x4= 5x8 MT18HS=
2-0-0 2 4,0 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0
2-0-0 0-4-0 4-8-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7
Plate Offsets(X,Y)-- [7:0-3-0,Edge],[17:0-3-3,0-0-0]
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 0.56 Vert(LL) 0.38 15 >956 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.39 13-15 >928 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(CT) 0.12 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:180 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing.
WEBS 1 Row at midpt 5-18,8-12,9-11
REACTIONS. (lb/size) 11=1876/0-8-0,19=1934/0-8-0
Max Horz 19=216(LC 8)
Max Uplift 11=-1541(LC 8),19=-1697(LC 8)
Max Grav 11=2124(LC 36),19=2140(LC 36)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-2699/2056,4-23=-2422/1931,23-24=-2422/1931,5-24=-2422/1931,5-25=-3972/2994,
25-26=-3972/2994,26-27=-3972/2994,27-28=-3972/2994,6-28=-3972/2994,
6-7=-4031/2940,7-29=-4031/2940,8-29=-4031/2940,8-30=-2589/1877,30-31=-2589/1877,
31-32=-2589/1877,9-32=-2589/1877,10-11=-267/252
BOT CHORD 18-36=-2994/3972,36-37=-2994/3972,17-37=-2994/3972,16-17=-2994/3972,
16-38=-3315/4498,38-39=-3315/4498,39-40=-3315/4498,1540=-3315/4498,
15-41=-3315/4498,14-41=-3315/4498,13-14=-3315/4498,13-42=-2940/4031,
4243=-2940/4031,43-44=-2940/4031,12-44=-2940/4031,1245=-1877/2589,
4546=-1877/2589,46-47=-1877/2589,11-47=-1877/2589
WEBS 3-19=-2058/1644,3-18=-1825/2393,4-18=-446/695,5-18=-1933/1304,5-16=-236/553,
6-16=-659/412,6-15=0/281,6-13=-567/456,8-13=-259/489,8-12=-1754/1291,
9-12=-725/1177,9-11=-3097/2245
NOTES-
1)Unbalanced roof live loads have been considered for this design. This Item has been
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=33ft;eave=4ft;Cat. electronically signed and
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez,Joaquin, PE
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to using a Digital Signature.
the use of this truss component.
4)Provide adequate drainage to prevent water ponding. Printed copies Of this
5)All plates are MT20 plates unless otherwise indicated. document are not considered
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed and sealed and the
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1541 lb uplift at joint 11 and 1697 lb uplift on any electronic copies.
at joint 19. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 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 FRADE
T24531683
77610 GRB Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:22 2021 Page 2
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-1odDWznlucB7Z3Cv8ODFwPVVywOfg6ylbmVMyDz1Ozt
NOTES-
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)363 Ib down and 392 Ib up at 7-0-0,173 Ib down and 154 Ib up at
9-0-12,173 Ib down and 154 Ib up at 11-0-12,173 Ib down and 154 Ib up at 13-0-12,173 Ib down and 154 Ib up at 15-0-12,173 Ib down and 154 Ib up at 17-0-12,173 Ib
down and 154 Ib up at 19-0-12,173 Ib down and 154 Ib up at 21-0-12,173 Ib down and 154 Ib up at 23-0-12,173 Ib down and 154 Ib up at 25-0-12,173 Ib down and 154
Ib up at 27-0-12,173 Ib down and 154 Ib up at 29-0-12,and 173 Ib down and 154 Ib up at 31-0-12,and 170 Ib down and 154 Ib up at 31-11-4 on top chord,and 43 Ib
down and 183 Ib up at 7-0-0,46 Ib down and 15 Ib up at 9-0-12,46 Ib down and 15 Ib up at 11-0-12,46 Ib down and 15 Ib up at 13-0-12,46 Ib down and 15 Ib up at
15-0-12,46 Ib down and 15 Ib up at 17-0-12,46 Ib down and 15 Ib up at 19-0-12,46 Ib down and 15 Ib up at 21-0-12,46 Ib down and 15 Ib up at 23-0-12,46 Ib down and
15 Ib up at 25-0-12,46 Ib down and 15 Ib up at 27-0-12,46 Ib down and 15 Ib up at 29-0-12,and 46 Ib down and 15 Ib up at 31-0-12,and 47 Ib down and 15 Ib up at
31-11-4 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(pit)
Vert:1-2=-30,2-4=-70,4-10=-70,11-20=-20
Concentrated Loads(lb)
Vert:4=-61(B)7=-52(B)18=40(B)14=-11(B)23=-52(B)24=-52(B)25=-52(B)26=-52(B)28=-52(B)29=-52(B)30=-52(B)31=-52(B)32=-52(B)33=-52(B)34=-52(B)
35=-55(B)36=-11(B)37=-11(B)38=-11(B)39=-11(13)40=-11(13)41=-11(13)42=-11(13)43=-11(B)44=-11(B)45=-11(B)46=-11(13)47=-12(13)
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 FRADE
T24531684
77610 J1 JACK-OPEN 10 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:22 2021 Page 1
I D:CSH3DcA4NOyPkJnFJeGQAnzl W3H-1 odD WznlucB7Z3Cv8ODFwPVTewTCgGgi bmVMyDz10zt
0- -2 3-0-0
0- -2 3-0-0
Scale:1"=1'
4
3x5 11
6.00 F12 3
M
O
a0
21 - Ll
5
3x4=
3x6 6
2-8-0 3-0-0
2-8-0 0-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.00 6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.00 6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 5-6 >999 240 Weight:11 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 M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=-150/Mechanical,5=-237/Mechanical,6=654/0-8-0
Max Horz 6=90(LC 12)
Max Uplift 4=-150(LC 1),5=-237(LC 1),6=-519(LC 12)
Max Grav 4=102(LC 12),5=177(LC 12),6=654(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-302/753
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left exposed;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 150 lb uplift at joint 4,237 lb uplift at joint
5 and 519 lb uplift at joint 6.
LOAD CASE(S) Standard 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 1,2021
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 FRADE
T24531685
77610 J3 JACK-OPEN 10 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:23 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-V_AbjJoNfwJ_BDn5ikkUSd2fLKilZknRgQEvUgz10zs
0- -2 5-0-0
0- -2 5-0-0
Scale=1:16.9
4
6.00 12
2x3 11 11
3 M
0
N
u7
(V
10
21
3x4=12 13 5
3x6 11
6
2x3 11
2-0-0 2 4-0, 5-0-0
2-0-0 DID 2-8-0
Plate Offsets(X,Y)-- [2:0-1-4,0-0-2],[2:0-1-4,0-9-11]
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 0.62 Vert(LL) 0.00 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.01 5-6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.06 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.01 5-6 >999 240 Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=39/Mechanical,5=-18/Mechanical,6=426/0-8-0
Max Horz 6=151(LC 12)
Max Uplift 4=-66(LC 12),5=-56(LC 9),6=-351(LC 12)
Max Grav 4=66(LC 17),5=11(LC 3),6=426(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-327/140
BOT CHORD 2-6=-141/336
WEBS 3-6=-283/566
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 2-11-1,Interior(1)2-11-1 to 4-11-4 zone;cantilever
left exposed;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 This item has been
will fit between the bottom chord and any other members. electronically Signed and
5)Refer to girder(s)for truss to truss connections. Sealed by Velez,Joaquin, PE
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 4,56 lb uplift at joint 5 Digital Signature.
and 351 lb uplift at joint 6. using a g g
Printed copies of this
LOAD CASE(S) Standard 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 1,2021
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 FRADE
T24531686
77610 J5 Jack-Open 26 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:23 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-V_AbjJoNfwJ_BDn5ikkUSd2jwKp3Zj7RgQEvUgz1 Ozs
0- -2 7-0-0
0- -2 7-0-0
Scale=1:22.7
4-
6.0 0 12
M
2x3 11 10 m
M
3
2
1
3x4=
R:�
5
2x3 11
2-0-0 4- 7-0-0
2-0-0 4- 4-8-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 5-6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.04 5-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 4 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 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=122/Mechanical,5=31/Mechanical,6=474/0-8-0
Max Horz 6=213(LC 12)
Max Uplift 4=-138(LC 12),5=-5(LC 9),6=-292(LC 12)
Max Grav 4=156(LC 17),5=69(LC 3),6=474(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-459/195
BOT CHORD 2-6=-179/401
WEBS 3-6=-371/706
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 2-11-1,Interior(1)2-11-1 to 6-11-4 zone;cantilever
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 138 Ib uplift at joint 4,5 lb uplift at joint 5
and 292 lb uplift at joint 6. This Item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531687
77610 J5P JACK-OPEN 12 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:24 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-zAkzxfp?QDRroNMHGRFj?gatck8EIB?b24_T06z10zr
0- -2 7-0-0
0- -2 7-0-0
Scale=1:22.7
4-
6.0 0 12
M
2x3 11 10 m
M
3
2
1
11
3x4=
6 5
2x3 11
2-0-0 4- 7-0-0
2-0-0 4- 4-8-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.11 5-6 >507 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.11 5-6 >516 180
BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) -0.09 4 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.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=123/Mechanical,5=30/Mechanical,6=474/0-8-0
Max Horz 6=213(LC 12)
Max Uplift 4=-146(LC 12),5=-100(LC 9),6=-393(LC 12)
Max Grav 4=148(LC 17),5=68(LC 3),6=474(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-407/214
BOT CHORD 2-6=-179/401
WEBS 3-6=-424/574
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-0-0-15 to 2-11-1,Interior(1)2-11-1 to 6-11-4 zone;cantilever
left exposed;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 146 lb uplift at joint 4,100 lb uplift at joint This item has been
5 and 393 lb uplift at joint 6. electronically Signed and
sealed by Velez,Joaquin, PE
LOAD CASE(S) Standard 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 1,2021
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 FRADE
T24531688
77610 JU JACK-OPEN 10 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:24 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-zAkzxfp?QDRroNMHGRFj?gaxLkDLIDfb24_T06z10zr
0- -2 1-0-0
0- -2 1-0-0
Scale=1:7.0
3
6.00 12
2 1 Mo
0
0
4
3x4= PROVIDE ANCHORAGE,DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX.UPLIFT
AND MAX HORZ.REACTIONS
SPECIFIED BELOW.
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 0.15 Vert(LL) -0.00 7 n/r 120 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 7 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:3 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 3=91/Mechanical,4=-0/Mechanical
Max Horz 3=87(LC 1),4=96(LC 12)
Max Uplift 3=-89(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-332/117
BOT CHORD 2-4=-87/297
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left exposed;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 89 lb uplift at joint 3.
LOAD CASE(S) Standard
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 1,2021
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 FRADE
T24531689
77610 KJ5 DIAGONAL HIP GIRDER 5 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:25 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzlW3H-RNIL8_gdBXZiQXxUg9nyX271S8T21chkHkjOYYz10zq
3-3-4 5-1-9 6-4-14 9-10-1
0- -3 3-3-4 1-10-6 1-3-5 3-5-3
5 Scale=1:22.4
I�0
4.24 12 2x3 13
4
12
3x4 dr
u A
3 of
2
1
14 15 7 16
3x4=
g 3x4= g
2x3 11
2-9-9 3-3-4 6-4-14 9-10-1
2-9-9 5-10 3-1-11 3-5-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.19 7-8 >414 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.21 7 >371 240
BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(CT) -0.09 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=66/Mechanical,6=-13/Mechanical,8=315/0-11-5
Max Horz 8=212(LC 8)
Max Uplift 5=-168(LC 8),6=-140(LC 8),8=-887(LC 8)
Max Grav 5=145(LC 28),6=13(LC 3),8=896(LC 31)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-402/719
BOT CHORD 2-14=-658/421,8-14=-658/421,8-15=-658/209,7-15=-658/209
WEBS 3-8=-514/424,3-7=-225/709,4-7=-275/31
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;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 168 Ib uplift at joint 5,140 lb uplift at joint
6 and 887 lb uplift at joint 8. This item has been
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)177 Ib down and 249 lb up at electronically signed and
4-4-0,177 lb down and 249 lb up at 4-4-0,and 132 lb down and 80 lb up at 7-1-15,and 132 Ib down and 80 lb up at 7-1-15 on top sealed by Velez,Joaquin, PE
chord,and 63 lb down and 104 lb up at 1-6-1,63 lb down and 104 lb up at 1-6-1,231 lb down and 266 lb up at 4-4-0,231 lb down Digital Signature.
and 266 lb up at 4-4-0,and 47 lb up at 7-1-15,and 47 lb up at 7-1-15 on bottom chord. The design/selection of such connection using a g g
device(s)is the responsibility of others. Printed copies Of this
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document are not considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads(plf) on any electronic copies.
Vert:1-2=-30,2-5=-70,6-9=-20 Joaquin Velez PE No.68182
Concentrated Loads(lb) MiTek USA,Inc.FL Cent 6634
Vert:12=254(F=127,B=127)14=-126(F=-63,B=-63)15=325(F=163,B=163)16=59(F=30,B=30) 6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531690
77610 MHVA Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:25 2021 Page 1
I D:CSH3DcA4NOyPkJnFJeGQAnzl W3H-RN I L8_gdBXZiQXxUg9nyX272J8Rx1 dQkHkjOYYz10zq
11-10-8 12 -0
11-10-8 0- -8
3x4 11 Scale=1:34.6
3
6.00 12 7
2x3 11
2
6
1
3x4 5 8 4 3x4 11
2x3 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:48 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=186/12-0-0,4=211/12-0-0,5=614/12-0-0
Max Horz 1=345(LC 12)
Max Uplift 4=-146(LC 12),5=-425(LC 12)
Max Grav 1=198(LC 18),4=303(LC 17),5=798(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-495/187,2-6=-477/231,3-4=-185/293
WEBS 2-5=-535/752
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 11-10-4 zone;cantilever 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 4 and 425 lb uplift at
joint 5. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531691
77610 MHVB Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:26 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-wZsjMKgGyrhZ2hWgNslB4FgHtYvVm57uWOTa5?z1 Ozp
11-10-8 14-0-0
11-10-8 2-1-8
4x4= 3x4 11 Scale=1:35.4
4 5
6.00 12 2x3
11 3
2x3
10 2
1
3x4 i 9 8 7 63x4 11
2x3 11 2x3 11 2x3 11
11-10-8 14-0-0
11-10-8 2-1-8
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 0.15 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:66 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30-Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
4-5:2x4 SP No.3 end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:6-7.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 14-0-0.
(lb)- Max Horz 1=346(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)6 except 8=-264(LC 12),9=-252(LC 12),7=-158(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,6 except 8=511(LC 17),9=458(LC 17),7=368(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-1 0=-457/193,2-10=-446/220,2-11=-309/136,3-11=-294/140
WEBS 3-8=-335/440,2-9=-315/375,4-7=-208/319
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 11-10-8,Exterior(2E)
11-10-8 to 13-10-4 zone;cantilever 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)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
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 This item has been
will fit between the bottom chord and any other members,with BCDL=IO.Opsf. electronically Signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)6 except(jt=lb) sealed by Velez,Joaquin, PE
8=264,9=252,7=158.
using a Digital Signature.
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531692
77610 MHVC Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:26 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-wZsjMKgGyrhZ2hWgNslB4FgGPYvMm5ouWOTa5?z1 Ozp
11-10-8 15-4-0
11-10-8 3-5-8
4x4= 3x4 11 Scale=1:35.4
4 12 5
6.00 12 2x3 I
11 3
71
2x3 I I
10 2
1
3x4 i 9 8 7 63x4 11
2x3 11 2x3 I I 2x3 11
15-4-0
15-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:70 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30-Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
4-5:2x4 SP No.3 end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 15-4-0.
(lb)- Max Horz 1=346(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)6 except 8=-262(LC 12),7=-185(LC 12),9=-253(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,6 except 8=501(LC 17),7=442(LC 17),9=460(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-1 0=-434/177,2-10=-422/204,2-11=-292/124,3-11=-277/129
WEBS 3-8=-331/415,4-7=-242/348,2-9=-316/360
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 11-10-8,Exterior(2E)
11-10-8 to 15-2-4 zone;cantilever 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)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
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 This item has been
will fit between the bottom chord and any other members,with BCDL=IO.Opsf. electronically Signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)6 except(jt=lb) sealed by Velez,Joaquin, PE
8=262,7=185,9=253.
using a Digital Signature.
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531693
77610 MV2 Valley 1 1 Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 a Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:26 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-wZsjMKqGyrhZ2hWgNsIB4FglbYwCm79uWOTa5?z1 Ozp
2-0-0
2-0-0
Scale=1:7.7
2
6.00 F12
00 _2
.......................
..............I......................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3
3x4
LOADING (psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=62/2-0-0,2=48/2-0-0,3=14/2-0-0
Max Horz I=42(LC 12)
Max Uplift I=-22(LC 12),2=-47(LC 12)
Max Grav I=63(LC 17),2=55(LC 17),3=28(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ila uplift at joint(s)1,2.
LOAD CASE(S) Standard 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 Carl 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
ALWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITIP11 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,MID 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply FRADE
T24531694
77610 MV4 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:27 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-OIQ6Zgruj8pPfg4sxapQcTCKfxCkVaP1 k2C7dRz10zo
4-0-0
4-0-0
Scale=1:12.7
2
13x4
6.00 12
1
LA
3x4 3x4
I
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 0.66 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=146/4-0-0,3=146/4-0-0
Max Horz 1=99(LC 12)
Max Uplift 1=-51(LC 12),3=-101(LC 12)
Max Grav 1=148(LC 17),3=160(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-164/273
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except(jt=lb)
3=101.
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531695
77610 MV6 Valley 1 1 Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 a Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:27 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzlW3H-OIQ6Zgruj8pPfq4sxapQcTCPYxE5VY lk2C7dRz10zo
6-0-0
6-0-0
3x4 11 Scale=1:18.4
3
6.00F1_2
2x3 11 7
2
6
5 4
3x4-5- 2x3 11 3x4 11
LOADING (psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=74/6-0-0,4=101/6-0-0,5=296/6-0-0
Max Horz I=1 61(LC 12)
Max Uplift 4=-70(LC 12),5=-205(LC 12)
Max Grav I=74(LC 1),4=1 11(LC 17),5=325(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-336/136,2-6=-329/157
WEBS 2-5=-325/524
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(l)3-7-7 to 5-10-4 zone;cantilever left
and right exposed;C-C for members and forces&MWIFIRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ila uplift at joint(s)4 except(jt=lb)
5=205. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Carl 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
16--
ALWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITIP11 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,MID 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply FRADE
T24531696
77610 MV8 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:28 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-sy_UnOsWUSxGH_f3VHKf9glXyLYhE?tAziyg9tz1 Ozn
8-0-0
8-0-0
3x4 11 Scale:1/2"=1'
3
6.00 12
2x3
2
6
1
5 4
3x4 6 2x3 11 3x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=108/8-0-0,4=135/8-0-0,5=408/8-0-0
Max Horz 1=222(LC 12)
Max Uplift 4=-93(LC 12),5=-282(LC 12)
Max Grav 1=108(LC 1),4=148(LC 17),5=449(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-395/188,2-6=-385/193
WEBS 2-5=-411/597
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 7-10-4 zone;cantilever 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb)
5=282. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531697
77610 MV10 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:28 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-sy_UnOsWUSxGH_f3VHKf9glU2LWoE?oAziyg9tz10zn
10-0-0
10-0-0
3x4 11 Scale=1:29.4
3
6.00 12
2x3 11 7
2
6
1
3x4 i 5 4
2x3 3x4
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=151/10-0-0,4=177/10-0-0,5=503/10-0-0
Max Horz 1=283(LC 12)
Max Uplift 4=-123(LC 12),5=-348(LC 12)
Max Grav 1=151(LC 1),4=195(LC 17),5=553(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-416/168,2-6=-401/204,3-4=-165/276
WEBS 2-5=-465/614
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 9-10-4 zone;cantilever 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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)
4=123,5=348. This Item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531698
77610 V4 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:28 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-sy_UnOsWUSxGH_f3VHKf9gldlLZgE1eAziyg9tz10zn
2-0-0 4-0-0
2-0-0 2-0-0
3x6— Scale=1:7.6
2
6.00 12
3
1
3x4 i 3x4
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999
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-P Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=124/4-0-0,3=124/4-0-0
Max Horz 1=-29(LC 10)
Max Uplift 1=-65(LC 12),3=-65(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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 to
the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
LOAD CASE(S) Standard
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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531699
77610 V8 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:29 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-K8Ys_Mt8Fm37v8EF3?ruiule7luLzSFKCMhEhJz10zm
4-0-0 8-0-0
4-0-0 4-0-0
Scale=1:14.6
4x4=
2 7
6
6.00 12
8
5 3
1
4
3x4 2x3 3x4
8-0-0
8-0-0
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 0.79 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=155/8-0-0,3=155/8-0-0,4=299/8-0-0
Max Horz 1=70(LC 11)
Max Uplift 1=-100(LC 12),3=-100(LC 12),4=-117(LC 12)
Max Grav 1=155(LC 1),3=160(LC 18),4=299(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-225/354
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 4-0-0,Exterior(2R)4-0-0 to
7-0-0,Interior(1)7-0-0 to 7-4-9 zone;cantilever 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 to
the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=100,3=100,4=117. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531700
77610 V12 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:29 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-K8Ys_Mt8Fm37v8EF3?ruiullElgjzRkKCMhEhJz10zm
6-0-0 12-0-0
6-0-0 6-0-0
Scale=1:20.3
46=
2
6.00 12
7
6
8
5
3
1
4
3x4 G 2x3 11 3x4
12-0-0
12-0-0
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 0.34 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=224/12-0-0,3=224/12-0-0,4=521/12-0-0
Max Horz 1=-112(LC 10)
Max Uplift 1=-138(LC 12),3=-138(LC 12),4=-230(LC 12)
Max Grav 1=226(LC 21),3=237(LC 18),4=521(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-363/467
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 6-0-0,Exterior(2R)6-0-0 to
9-0-0,Interior(1)9-0-0 to 11-4-9 zone;cantilever 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 to
the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)
1=138,3=138,4=230. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531701
77610 V16 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:30 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-oK5EBitm03B_WlpRciM7E5quy9HhiulTR?RnEmzlOzl
8-0-0 16-0-0
8-0-0 8-0-0
4x4= Scale=1:26.8
3
6.00 12
11
2x3 10 2x3
2 4
12
9
5
1
3x4 i 8 7 6 3x4
2x3 I I 2x3 I I 2x3 I I
16-0-0
16-0-0
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 0.46 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:58 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 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. All bearings 16-0-0.
(lb)- Max Horz 1=-154(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)1,5,7 except 6=-273(LC 12),8=-273(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=302(LC 1),6=432(LC 18),8=432(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-6=-343/456,2-8=-343/456
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 8-0-0,Exterior(2R)8-0-0 to
11-0-0,Interior(1)11-0-0 to 15-4-9 zone;cantilever 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 to
the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,7 except Qt=lb)
6=273,8=273. This item has been
electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531702
77610 V20 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:30 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-oK5EBitmO3B_WlpRciM7E5gri9BliukTR?RnEmz10zl
10-0-0 20-0-0
10-0-0 10-0-0
Scale=1:33.2
4x4=
3
6.00 12
2x3 10 11 2x3
2 4
Ci
9 12
1 5
77
3x4 i 8 7 6 3x4
2x3 11 5x6= 2x3
20-0-0
20-0-0
Plate Offsets(X,Y)-- [7:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0.
(lb)- Max Horz 1=-195(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-366(LC 12),8=-366(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5,7 except 6=580(LC 18),8=580(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-6=-449/518,2-8=-449/518
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-7-7 to 3-7-7,Interior(1)3-7-7 to 10-0-0,Exterior(2R)10-0-0
to 13-0-0,Interior(1)13-0-0 to 19-4-9 zone;cantilever 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 to
the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) This item has been
6=366,8=366. electronically signed and
LOAD CASE(S) Standard 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 Cart 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
July 1,2021
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 FRADE
T24531703
77610 VA VALLEY 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL Run:8.430 s Feb 3 2021 Print:8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 30 18:28:31 2021 Page 1
ID:CSH3DcA4NOyPkJnFJeGQAnzl W3H-oK5EBitmO3B_WlpRciM7E5gwk9AsiugTR?RnElz10zl
-2-0-2 10-0-0 20-0-0 22-0-0
2-0-2 10-0-0 10-0-0 2-0-0
Scale=1:40.0
4x4=
4
6.00 12 2x3 14 15 2x3
3 5
CT
3x4 13 16 3x4
2 6
0
1
12 11 10 9 8
3x6 II 4x4= 5x6— 4x4= 3x6
20-0-0
20-0-0
Plate Offsets(X,Y)-- [10:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 7 n/r 120 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.01 7 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0.
(lb)- Max Horz 12=251(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)except 12=-355(LC 12),9=-323(LC 12),11=-322(LC 12),8=-354(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 12=416(LC 1),10=337(LC 17),9=695(LC 18),11=698(LC
17),8=419(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-14=-149/288,4-14=-136/301,4-15=-128/310,5-15=-146/296
BOT CHORD 11-12=-251/251
WEBS 5-9=-443/515,3-11=-443/514,2-12=-369/528,6-8=-368/532
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-15 to 0-11-1,Interior(1)0-11-1 to 10-0-0,Exterior(2R)
10-0-0 to 13-0-0,Interior(1)13-0-0 to 22-0-13 zone;end vertical 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 to
the use of this truss component. This Item has been
4)Gable requires continuous bottom chord bearing. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez,Joaquin, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 355 lb uplift at joint 12,323 lb uplift at Printed copies of this
joint 9,322 Ib uplift at joint 11 and 354 lb uplift at joint 8. document are not Considered
LOAD CASE(S) Standard 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 1,2021
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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