HomeMy WebLinkAboutPRODUCT APPROVAL12/22/21, 11:16 AM Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsji1xY3FEvdOuNXbp3xre5LH10lKT0BV%2b720SmpVyPQg%3d%3d 1/2
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL36904-R3
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Tri County Metals
Address/Phone/Email 301 SE 16th Street
Trenton, FL 32693
(352) 463-8400
testing@tricountymetals.com
Authorized Signature Jason Klinkenberg
testing@tricountymetals.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL36904_R3_COI_TCM20001.3a 2020 FBC Eval Metal Roofing non-HVHZ
Final2.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM B 117 2016
ASTM E 1592 2005
ASTM G 155 2013
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
12/22/21, 11:16 AM Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsji1xY3FEvdOuNXbp3xre5LH10lKT0BV%2b720SmpVyPQg%3d%3d 2/2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/11/2021
Date Validated 06/17/2021
Date Pending FBC Approval 07/04/2021
Date Approved 08/10/2021
Date Revised 12/17/2021
Summary of Products
FL #Model, Number or Name Description
36904.1 TCM-LOK, 5V and Ultra Rib Non-structural metal roofing panels
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-150
Other: See evaluation report for limits of use.
Installation Instructions
FL36904_R3_II_TCM20001.3a 2020 FBC Eval Metal Roofing
non-HVHZ Final2.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL36904_R3_AE_TCM20001.3a 2020 FBC Eval Metal Roofing
non-HVHZ Final2.pdf
Created by Independent Third Party: Yes
36904.2 TCM-LOK, 5V and Ultra Rib Non-structural metal roofing panels for the HVHZ
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
Impact Resistant: N/A
Design Pressure: +0/-150
Other: See evaluation report for limits of use.
Installation Instructions
FL36904_R3_II_TCM20001.3b 2020 FBC Eval Metal Roofing
HVHZ final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL36904_R3_AE_TCM20001.3b 2020 FBC Eval Metal Roofing
HVHZ final.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
a CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 1 of 7 Page 1 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: TRI COUNTY METALS Issued December 17, 2021
301 SE 16th Street
Trenton, FL 32693
(877) 766-3309
www.tricountymetals.com
Manufacturing Locations: Trenton, FL
Quality Assurance: Keystone Certifications, Inc. (QUA1824)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Edition: Florida Building Code, 7th Edition (2020)
Code Sections: 1504.3, 1504.3.2
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) 945T0002 ASTM B 117 2016
PRI Construction Materials Technologies (TST5878) 945T0004 ASTM G 155 2013
PRI Construction Materials Technologies (TST5878) 1272T0002 ASTM B 117
TAS 110
2016
2000
PRI Construction Materials Technologies (TST5878) 1272T0003 ASTM B 117
TAS 110
2016
2000
PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155
TAS 110
2013
2000
PRI Construction Materials Technologies (TST5878) 1272T0006 ASTM G 155
TAS 110
2013
2000
PRI Construction Materials Technologies (TST5878) 1930T0001 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0002 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0003 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0004 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0009 FM 4471 1992
PRI Construction Materials Technologies (TST5878) 1930T0010 ASTM B 117
TAS 110
2016
2000
PRI Construction Materials Technologies (TST5878) 1930T0011 ASTM G 155
TAS 110
2013
2000
PRI Construction Materials Technologies (TST5878) 1930T0013 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0015 UL 580
UL 1897
2006
2012
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 2 of 7 Page 2 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) 1930T0016 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0017 ASTM E 1592 2005(2012)
PRI Construction Materials Technologies (TST5878) 1930T0018 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0019 UL 580
UL 1897
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0020 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0026 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0027 TAS 125
UL 580
UL 1897
2003
2006
2012
PRI Construction Materials Technologies (TST5878) 1930T0028 ASTM C 794 2001
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 3 of 7 Page 3 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
PRODUCT DESCRIPTION
TCM-LOK 1 in. Profile: 1 in. snap lock seam; Max.16 in. coverage
Description: Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip
Material: Min. 24ga ASTM A792 AZ50 steel coated with Fluropon® or WeatherXL or A792
AZ55 steel (Fy = min. 50 ksi); or
Min. 0.032 in. ASTM B209, 3105 H22 aluminum coated with Fluropon® (Fy = min.
25 ksi); Shall conform with FBC Section 1507.4.3
TCM-LOK 1.5 in. Profile: 1.5 in. snap lock seam; Max. 15 in. coverage
Description: Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip
Material: Min. 24 ga. ASTM A792 AZ50 steel coated with Fluropon® or WeatherXL or A792
AZ55 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 4 of 7 Page 4 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
1.75 SS-LOK Profile: 1.75 in. snap lock standing seam; Max. 16 in. coverage
Description: Non-structural, snap lock standing seam roof panel
Material: Min. 0.040 in. ASTM B209, 3104 H22 aluminum coated with Fluropon® (Fy = min.
25 ksi); Shall conform with FBC Section 1507.4.3
1.5 MS-LOK Profile: 1.5 in. mechanical seam; Max. 16 in. coverage
Description: Non-structural, standing seam roof panel; 180° double lock mechanical seam
Material: Min. 24 ga. A792 AZ55 steel (Fy = min. 50 ksi); Shall conform with FBC Section
1507.4.3
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 5 of 7 Page 5 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
2 MS-LOK Profile: 2 in. mechanical seam; Max. 18.75 in. coverage
Description: Non-structural, standing seam roof panel; 180° double lock mechanical seam
Material: Min. 24 ga. A792 AZ50 steel (Fy = min. 50 ksi); Shall conform with FBC Section
1507.4.3
5V Profile: 3/8 in. ribs at 12 in. o.c.; 24 in. coverage
Description: Non-structural, through fastened roof panel
Material: Min. 26 ga. ASTM A653 G90, ASTM A792 AZ50 steel coated with Fluropon® or
WeatherXL or A792 AZ55 steel (Fy = min. 50 or 80 ksi); or
Min. 0.032 in. ASTM B209, 3105 H22 aluminum coated with Fluropon ®
(Fy = min. 27 ksi); Shall conform with FBC Section 1507.4.3
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 6 of 7 Page 6 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
Ultra Rib Profile: 3/4 in. ribs at 9 in. o.c.; 36 in. coverage
Description: Non-structural, through fastened roof panel
Material: Min. 29 ga. ASTM A653 G90, ASTM A792 AZ50 steel coated with Fluropon® or
WeatherXL or A792 AZ55 steel (Fy = min. 80 ksi); Shall conform with FBC Section
1507.4.3
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 7 of 7 Page 7 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
LIMITATIONS
1. This report is not for use in the HVHZ.
2. Fire classification is not within the scope of this evaluation.
3. The roof deck, wood battens and their attachment shall be designed by others to meet the minimum design
loads established for components and cladding and in accordance with FBC requirements.
4. Roof slope shall be in accordance with FBC Section 1507.4.2
5. Reroofing shall be in accordance with Section 1511.
6. Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer’s
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products und er
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A – Installation (3 pages)
2) APPENDIX B – Approved Roof Systems (5 pages)
3) APPENDIX C – Design Wind Loads (4 pages)
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 12/17/2021.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
2021.12.17
16:09:34
-05'00'
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 1 of 3 Page 1 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX A
INSTALLATION
Note - Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product Installation Detail
Fasteners
#10-12 Pancake Type A
screw
Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion
resistant in accordance with FBC section 1507.4.4.
#10-9 PanclipSS MTW
low profile head wood
screw
#10-9 Panclip MTW low
profile head wood screw
#9-15 Woodgrip
HWH wood screw with
sealing washer
#9-15 Evergrip
HWH wood screw with
sealing washer
#12-8 Woodgrip XG
HWH wood screw with
sealing washer
Clips
1.75 in. SL Clip
18 ga. SFS 1-3/4 in. Snap Lock Clip; 1.875 in. tall with 3.75 in. base
1.5 in. ML Clip
1-1/2 in. 1-piece expansion clip; 22 ga.vertical tab; 16 ga. base; 4.5 in. long
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 2 of 3 Page 2 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX A
Component Product Installation Detail
Clips – Cont’d 2 in. ML Clip
2i n. 1-piece expansion clip; 22 ga.vertical tab; 16 ga. base; 4.5 in. long
Seam Sealants
TiteBond Weathermaster
Metal Roof Sealant
Shall be applied in 1/4 in.- 5/16 in. continuous beads on the male rib along the
seam Geocel 2300
Novaflex Metal Roof
Sealant
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 3 of 3 Page 3 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX A
Fastening Details
Nomenclature Attachment
TCM-LOK
5V
Ultra Rib
Ultra Rib 2
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX B
APPROVED ROOF SYSTEMS
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1504.9.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly s tated for the selected assembly.
4. The on-center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15/32 in. thick APA
Span-Rated plywood sheathing at maximum 24 in. span.
6. No. 2 SYP wood battens used over solidly sheathed decks shall be installed parallel to the eave and 90 degrees to the roof trusses/rafters. Wood
battens shall be located under each fastener row. Panel fasteners shall be installed through the battens and into the roof deck. Battens may be secured
in place prior to fastening the roof panels.
7. For metal roofing installed over open framing, rational analysis shall be conducted by a qualified design professional in accordance with Section
2210.1.1.2 and Chapter 16. Maximum Design Pressures listed below are established based on uniform static loading in accordan ce with Section
1504.3.2 and ASTM E 1592.
Roof System Numbers and Definitions
LOK-W-# TCM-LOK over Wood Deck (New or Existing)
SSLOK-W -# 1.75” SS-LOK over Wood Deck (New or Existing)
MSLOK-W-# MS-LOK over Wood Deck (New or Existing)
5V-S-W -# Min. 26 ga. 5V over Wood Deck (New or Existing)
5V-Al-W-# Min. 0.032 Al 5V over Wood Deck (New or Existing)
RIB-W-# Ultra Rib over Wood Deck (New or Existing)
RIB-# Ultra Rib over Open Framing (New or Existing)
Approved Systems for TCM-LOK over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
LOK-W-1 Min. 15/32
CDX plywood OPTIONAL
Approved fire barrier As required per FBC Min. 0.032 Al TCM-LOK 1 in.
16 in. coverage
TCM-LOK attachment with #10-12 Pancake Type A
screws spaced 5-1/4 in. o.c.;
Seam Sealant (see INSTALLATION for list of
allowable products) applied to male rib.
-110
LOK-W-2 Min. 15/32
CDX plywood OPTIONAL
Approved fire barrier As required per FBC Min. 24 ga. TCM-LOK 1.5 in.
15 in. coverage
TCM-LOK attachment with #10-12 Pancake Type A
screws spaced 5-1/4 in. o.c.;
Seam Sealant (see INSTALLATION for list of
allowable products) applied to male rib.
-122.5
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX B
Approved Systems for TCM-LOK over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
LOK-W-3 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier As required per FBC Min. 24 ga. TCM-LOK 1 in.
16 in. coverage
TCM-LOK attachment with #10-12 Pancake Type A
screws spaced 5-1/4 in. o.c.;
Seam Sealant (see INSTALLATION for list of
allowable products) applied to male rib.
-142.5
Approved Systems for Min. 0.040 Al 1.75 SS-LOK over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
SSLOK-W -1 Min. 15/32
CDX plywood - As required per FBC Min. 0.040 Al 1.75 SS-LOK
16 in. coverage
1.75 in. SL Clips spaced 16 in. o.c. at the panel seam
secured with two (2) #10-9 PanclipSS MTW low
profile head screws per clip
-90
SSLOK-W -2 Min. 15/32
CDX plywood - As required per FBC Min. 0.040 Al 1.75 SS-LOK
16 in. coverage
1.75 in. SL Clips spaced 6 in. o.c. at the panel seam
secured with two (2) #10-9 PanclipSS MTW low
profile head screws per clip
-120
Approved Systems for Min. 24 ga. MS-LOK over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
MSLOK-W -1 Min. 15/32
CDX plywood - As required per FBC Min. 24 ga. 2 MS-LOK
18.75 in. coverage
2 in. ML Clips spaced 16 in. o.c. at the panel seam
secured with two (2) #10-9 x min. 1.5 in. Panclip MTW
low profile screws per clip; Panels mechanically
seamed with 180o double lock
-116.25
MSLOK-W -2 Min. 15/32
CDX plywood - As required per FBC Min. 24 ga. 2 MS-LOK
18.75 in. coverage
2 in. ML Clips spaced 8 in. o.c. at the panel seam
secured with two (2) #10-9 x min. 1.5 in. Panclip MTW
low profile screws per clip; Panels mechanically
seamed with 180o double lock
-120
MSLOK-W -3 Min. 15/32
CDX plywood - As required per FBC Min. 24 ga. 1.5 MS-LOK
16 in. coverage
1.5 in. ML Clips spaced 16 in. o.c. at the panel seam
secured with two (2) #10-9 x min. 1.5 in. Panclip MTW
low profile screws per clip; Panels mechanically
seamed with 180o double lock
-142.5
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX B
Approved Systems for Min. 26 ga. 5V Crimp over Wood Deck (New or Existing)
System
No. Deck Battens
(Note 6) Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
5V-S-W-1 Min. 15/32
CDX plywood - - As required per FBC
Min. 26 ga., Grade 50
5V Crimp
24 in. coverage
5V attachment with #9-15 Woodgrip
with sealing washers spaced 16 in. o.c. -67.5
5V-S-W-2 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 26 ga., Grade 80
5V Crimp
24 in. coverage
5V attachment with #12-8 Woodgrip XG
screws with sealing washers spaced
16 in. o.c. -86.25
5V-S-W-3 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 26 ga., Grade 80
5V Crimp
24 in. coverage
5V attachment with #9-15 Woodgrip or
#12-8 Woodgrip XG screws with sealing
washers spaced 12 in. o.c. -90
5V-S-W-4 Min. 15/32
CDX plywood - - As required per FBC
Min. 26 ga., Grade 50
5V Crimp
24 in. coverage
5V attachment with #12-8 Woodgrip XG
screws with sealing washers spaced
12 in. o.c.
-101.25
5V-S-W-5 Min. 15/32
CDX plywood - - As required per FBC
Min. 26 ga., Grade 50
5V Crimp
24 in. coverage
5V attachment with #9-15 Woodgrip or
#12-8 Woodgrip XG screws with sealing
washers spaced 6 in. o.c.
-120
5V-S-W-6 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 26 ga., Grade 80
5V Crimp
24 in. coverage
5V attachment with #12-8 Woodgrip XG
screws with sealing washers spaced
9 in. o.c. -120
5V-S-W-7 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC
Min. 26 ga., Grade 80
5V Crimp
24 in. coverage
5V attachment with #9-15 Woodgrip or
#12-8 Woodgrip XG screws with sealing
washers spaced 6 in. o.c.
-135
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX B
Approved Systems for Min. 0.032 Al 5V Crimp over Wood Deck (New or Existing)
System
No. Deck Battens
(Note 6) Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
5V-Al-W-1 Min. 15/32
CDX plywood - OPTIONAL
Approved fire barrier As required per FBC Min. 0.032 Al 5V Crimp
24 in. coverage
5V attachment with #9-15 Evergrip
screws with sealing washers spaced
9 in. o.c.
-127.5
5V-Al-W-2 Min. 15/32
CDX plywood - OPTIONAL
Approved fire barrier As required per FBC Min. 0.032 Al 5V Crimp
24 in. coverage
5V attachment with #9-15 Evergrip
screws with sealing washers spaced
6 in. o.c.
-150
Approved Systems for Ultra Rib over Wood Deck (New or Existing)
System
No. Deck Battens
(Note 6) Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
RIB-W-1
Min. 15/32
CDX plywood
with
OPTIONAL
single layer of
asphalt
shingles
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 29 ga. Ultra Rib
36 in. coverage
Ultra Rib 2 attachment with #9-15
Woodgrip screws spaced 24 in. o.c -67.5
RIB-W-2 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 26 ga. Ultra Rib
36 in. coverage Ultra Rib attachment with #12-8
Woodgrip XG screws spaced 24 in. o.c -116.25
RIB-W-3 Min. 15/32
CDX plywood
OPTIONAL
No. 2 SYP min.
1x4 wood
battens
OPTIONAL
Approved fire barrier As required per FBC Min. 26 ga. Ultra Rib
36 in. coverage Ultra Rib attachment with #9-15
Woodgrip screws spaced 12 in. o.c -135
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX B
Approved Systems for Ultra Rib over Open Framing (New or Existing) – Note 7
System
No. Battens Roof Panel Panel Attachment MDP
(psf)
RIB-1
No. 2 SYP 1x4 wood battens installed max. 24 in. o.c.
with two (2) min. 3 in. x #9 wood screws placed at
each batten and truss/rafter intersection. Roof
trusses/rafters shall be spaced max. 24 in. o.c. and
shall be 90 degrees to the battens.
Min. 29 ga. Ultra Rib
36 in. coverage with
max. 2 in. overhang at eave
Ultra Rib attachment with #9-15 x 1.5 in. Woodgrip screws
installed into each batten
+45
-105
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX C
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-16 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B, C and D shall be as defined in section 1609 of the FBC.
3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 12:12
4. All calculations are based on an effective wind area of 10-ft2 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis
6. Overhangs have been excluded from the analysis.
7. Wind directionality factor, Kd = 0.85
8. Vult is shown in the tables below. Design wind loads are calculated using Vasd = Vult√0.6 per 1609.3.1.
9. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r
10. Zone 3 is inclusive of Zone 3e and Zone 3r
11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
12. Zones 1, 2, and 3 shall be defined as shown below. Dimension “a” shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever
is smaller, but not less than either 4% of the least horizontal dimension or 3ft
Gable Hip
.
a a a
3 3 a
2 2 1
2 3
a 3
2
a
3
2
2 3
3
1 2
2 3
a a
a
a
a
3
3 2
2
1
1
2 2 1
a
2 2 1
3
3
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX C
Gable/Hip Roofs in Exposure B (Roof slope between 2:12 and 12:12)
Building Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed/
Partially Open
1
20 -25.4 -29.8 -34.6 -39.7 -45.2 -51.0 -57.2 -63.7 -70.6
25 -27.5 -32.2 -37.4 -42.9 -48.8 -55.1 -61.8 -68.8 -76.3
30 -28.7 -33.7 -39.1 -44.8 -51.0 -57.6 -64.6 -71.9 -79.7
40 -31.2 -36.6 -42.4 -48.7 -55.4 -62.5 -70.1 -78.1 -86.5
50 -33.2 -39.0 -45.2 -51.9 -59.0 -66.6 -74.7 -83.2 -92.2
60 -34.8 -40.9 -47.4 -54.4 -61.9 -69.9 -78.4 -87.3 -96.8
2
20 -37.1 -43.5 -50.5 -57.9 -65.9 -74.4 -83.4 -92.9 -103.0
25 -40.1 -47.0 -54.5 -62.6 -71.2 -80.4 -90.1 -100.4 -111.3
30 -41.9 -49.1 -57.0 -65.4 -74.4 -84.0 -94.2 -104.9 -116.3
40 -45.4 -53.3 -61.9 -71.0 -80.8 -91.2 -102.2 -113.9 -126.2
50 -48.4 -56.8 -65.9 -75.7 -86.1 -97.2 -109.0 -121.4 -134.5
60 -50.8 -59.6 -69.2 -79.4 -90.3 -102.0 -114.3 -127.4 -141.2
3
20 -44.1 -51.7 -60.0 -68.8 -78.3 -88.4 -99.1 -110.5 -122.4
25 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 -119.4 -132.3
30 -49.8 -58.4 -67.7 -77.7 -88.4 -99.8 -111.9 -124.7 -138.2
40 -54.0 -63.4 -73.5 -84.4 -96.0 -108.4 -121.5 -135.4 -150.0
50 -57.6 -67.6 -78.4 -90.0 -102.3 -115.5 -129.5 -144.3 -159.9
60 -60.4 -70.9 -82.2 -94.4 -107.4 -121.2 -135.9 -151.4 -167.8
Partially
Enclosed
1
20 -29.7 -34.9 -40.5 -46.5 -52.8 -59.7 -66.9 -74.5 -82.6
25 -32.1 -37.7 -43.7 -50.2 -57.1 -64.5 -72.3 -80.5 -89.2
30 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2
40 -36.4 -42.8 -49.6 -56.9 -64.8 -73.1 -82.0 -91.3 -101.2
50 -38.8 -45.6 -52.9 -60.7 -69.0 -77.9 -87.4 -97.4 -107.9
60 -40.8 -47.8 -55.5 -63.7 -72.4 -81.8 -91.7 -102.2 -113.2
2
20 -41.4 -48.6 -56.3 -64.7 -73.6 -83.1 -93.1 -103.7 -115.0
25 -44.7 -52.5 -60.9 -69.9 -79.5 -89.8 -100.6 -112.1 -124.2
30 -46.7 -54.8 -63.6 -73.0 -83.1 -93.8 -105.1 -117.1 -129.8
40 -50.7 -59.5 -69.0 -79.3 -90.2 -101.8 -114.1 -127.2 -140.9
50 -54.1 -63.4 -73.6 -84.5 -96.1 -108.5 -121.6 -135.5 -150.2
60 -56.7 -66.6 -77.2 -88.6 -100.9 -113.9 -127.6 -142.2 -157.6
3
20 -48.4 -56.8 -65.8 -75.6 -86.0 -97.1 -108.8 -121.3 -134.4
25 -52.3 -61.4 -71.2 -81.7 -92.9 -104.9 -117.6 -131.1 -145.2
30 -54.6 -64.1 -74.3 -85.3 -97.1 -109.6 -122.9 -136.9 -151.7
40 -59.3 -69.6 -80.7 -92.7 -105.4 -119.0 -133.4 -148.7 -164.7
50 -63.2 -74.2 -86.0 -98.8 -112.4 -126.8 -142.2 -158.4 -175.6
60 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.2
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX C
Gable/Hip Roofs in Exposure C (Roof slope between 2:12 and 12:12)
Building Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed/
Partially Open
1
20 -36.9 -43.3 -50.2 -57.6 -65.6 -74.0 -83.0 -92.5 -102.5
25 -38.5 -45.2 -52.4 -60.2 -68.5 -77.3 -86.7 -96.6 -107.0
30 -40.2 -47.1 -54.7 -62.8 -71.4 -80.6 -90.4 -100.7 -111.6
40 -42.6 -50.0 -58.0 -66.6 -75.8 -85.6 -95.9 -106.9 -118.4
50 -44.7 -52.4 -60.8 -69.8 -79.4 -89.7 -100.5 -112.0 -124.1
60 -46.3 -54.4 -63.0 -72.4 -82.3 -93.0 -104.2 -116.1 -128.7
2
20 -53.8 -63.2 -73.2 -84.1 -95.7 -108.0 -121.1 -134.9 -149.5
25 -56.2 -66.0 -76.5 -87.8 -99.9 -112.8 -126.5 -140.9 -156.1
30 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.8 -146.9 -162.8
40 -62.2 -73.0 -84.6 -97.2 -110.5 -124.8 -139.9 -155.9 -172.7
50 -65.2 -76.5 -88.7 -101.8 -115.9 -130.8 -146.6 -163.4 -181.0
60 -67.6 -79.3 -92.0 -105.6 -120.1 -135.6 -152.0 -169.4 -187.7
3
20 -64.0 -75.1 -87.1 -99.9 -113.7 -128.4 -143.9 -160.3 -177.7
25 -66.8 -78.4 -90.9 -104.4 -118.8 -134.1 -150.3 -167.5 -185.6
30 -69.7 -81.7 -94.8 -108.8 -123.8 -139.8 -156.7 -174.6 -193.5
40 -73.9 -86.7 -100.6 -115.5 -131.4 -148.3 -166.3 -185.3 -205.3
50 -77.5 -90.9 -105.4 -121.0 -137.7 -155.5 -174.3 -194.2 -215.2
60 -80.3 -94.3 -109.3 -125.5 -142.8 -161.2 -180.7 -201.3 -223.1
Partially
Enclosed
1
20 -43.2 -50.6 -58.7 -67.4 -76.7 -86.6 -97.1 -108.2 -119.9
25 -45.1 -52.9 -61.3 -70.4 -80.1 -90.4 -101.4 -113.0 -125.2
30 -47.0 -55.1 -64.0 -73.4 -83.5 -94.3 -105.7 -117.8 -130.5
40 -49.9 -58.5 -67.9 -77.9 -88.6 -100.1 -112.2 -125.0 -138.5
50 -52.3 -61.3 -71.1 -81.7 -92.9 -104.9 -117.6 -131.0 -145.2
60 -54.2 -63.6 -73.7 -84.7 -96.3 -108.7 -121.9 -135.8 -150.5
2
20 -60.1 -70.5 -81.8 -93.9 -106.8 -120.6 -135.2 -150.6 -166.9
25 -62.7 -73.6 -85.4 -98.0 -111.5 -125.9 -141.2 -157.3 -174.3
30 -65.4 -76.8 -89.0 -102.2 -116.3 -131.3 -147.2 -164.0 -181.7
40 -69.4 -81.5 -94.5 -108.5 -123.4 -139.3 -156.2 -174.0 -192.8
50 -72.8 -85.4 -99.0 -113.7 -129.3 -146.0 -163.7 -182.4 -202.1
60 -75.4 -88.5 -102.7 -117.8 -134.1 -151.4 -169.7 -189.1 -209.5
3
20 -70.2 -82.4 -95.6 -109.7 -124.8 -140.9 -158.0 -176.0 -195.1
25 -73.3 -86.1 -99.8 -114.6 -130.4 -147.2 -165.0 -183.9 -203.7
30 -76.5 -89.7 -104.1 -119.5 -135.9 -153.5 -172.0 -191.7 -212.4
40 -81.1 -95.2 -110.5 -126.8 -144.3 -162.9 -182.6 -203.4 -225.4
50 -85.0 -99.8 -115.8 -132.9 -151.2 -170.7 -191.4 -213.2 -236.2
60 -88.2 -103.5 -120.0 -137.8 -156.7 -177.0 -198.4 -221.0 -244.9
A CREEK
Technical Services, LLC
TCM20001.4a FL36904-R4 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no r imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TRI COUNTY METALS
Metal Roofing (non-HVHZ)
APPENDIX C
Gable/Hip Roofs in Exposure D (Roof slope between 2:12 and 12:12)
Building Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed/
Partially Open
1
20 -44.3 -52.0 -60.3 -69.2 -78.7 -88.8 -99.6 -111.0 -123.0
25 -45.9 -53.9 -62.5 -71.7 -81.6 -92.1 -103.3 -115.1 -127.5
30 -47.5 -55.8 -64.7 -74.3 -84.5 -95.4 -107.0 -119.2 -132.1
40 -50.0 -58.7 -68.1 -78.1 -88.9 -100.4 -112.5 -125.4 -138.9
50 -52.1 -61.1 -70.9 -81.3 -92.5 -104.5 -117.1 -130.5 -144.6
60 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.1
2
20 -64.6 -75.8 -87.9 -100.9 -114.8 -129.6 -145.3 -161.9 -179.4
25 -67.0 -78.6 -91.1 -104.6 -119.0 -134.4 -150.7 -167.9 -186.0
30 -69.4 -81.4 -94.4 -108.4 -123.3 -139.2 -156.0 -173.9 -192.6
40 -72.9 -85.6 -99.3 -114.0 -129.7 -146.4 -164.1 -182.9 -202.6
50 -75.9 -89.1 -103.3 -118.6 -135.0 -152.4 -170.8 -190.4 -210.9
60 -78.3 -91.9 -106.6 -122.4 -139.2 -157.2 -176.2 -196.3 -217.6
3
20 -76.8 -90.1 -104.5 -119.9 -136.5 -154.0 -172.7 -192.4 -213.2
25 -79.6 -93.4 -108.3 -124.4 -141.5 -159.7 -179.1 -199.5 -221.1
30 -82.4 -96.8 -112.2 -128.8 -146.6 -165.4 -185.5 -206.7 -229.0
40 -86.7 -101.8 -118.0 -135.5 -154.1 -174.0 -195.1 -217.4 -240.8
50 -90.3 -105.9 -122.8 -141.0 -160.5 -181.1 -203.1 -226.3 -250.7
60 -93.1 -109.3 -126.7 -145.5 -165.5 -186.8 -209.5 -233.4 -258.6
Partially
Enclosed
1
20 -51.8 -60.8 -70.5 -80.9 -92.1 -103.9 -116.5 -129.8 -143.8
25 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.2
30 -55.6 -65.3 -75.7 -86.9 -98.9 -111.6 -125.1 -139.4 -154.5
40 -58.5 -68.7 -79.6 -91.4 -104.0 -117.4 -131.6 -146.6 -162.5
50 -60.9 -71.5 -82.9 -95.1 -108.2 -122.2 -137.0 -152.6 -169.1
60 -62.8 -73.7 -85.5 -98.1 -111.7 -126.0 -141.3 -157.5 -174.5
2
20 -72.1 -84.6 -98.1 -112.6 -128.2 -144.7 -162.2 -180.7 -200.2
25 -74.8 -87.7 -101.7 -116.8 -132.9 -150.0 -168.2 -187.4 -207.6
30 -77.4 -90.9 -105.4 -121.0 -137.6 -155.4 -174.2 -194.1 -215.1
40 -81.4 -95.6 -110.8 -127.2 -144.8 -163.4 -183.2 -204.1 -226.2
50 -84.8 -99.5 -115.4 -132.4 -150.7 -170.1 -190.7 -212.5 -235.5
60 -87.4 -102.6 -119.0 -136.6 -155.4 -175.5 -196.7 -219.2 -242.9
3
20 -84.3 -98.9 -114.7 -131.7 -149.8 -169.1 -189.6 -211.3 -234.1
25 -87.4 -102.6 -118.9 -136.5 -155.4 -175.4 -196.6 -219.1 -242.7
30 -90.5 -106.2 -123.2 -141.4 -160.9 -181.6 -203.6 -226.9 -251.4
40 -95.2 -111.7 -129.6 -148.7 -169.2 -191.0 -214.2 -238.6 -264.4
50 -99.1 -116.3 -134.9 -154.8 -176.2 -198.9 -223.0 -248.4 -275.2
60 -102.2 -120.0 -139.1 -159.7 -181.7 -205.1 -230.0 -256.2 -283.9
END OF REPORT