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Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
FL17022-R5
Revision
2014
Approved
Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.com
Authorized Signature
James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
17 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc.
the Evaluation Report
Florida License PE -31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Urich, PE
..; Validation Checklist - Hardcopy Received
Certificate of Independence FL17022 R5 COI CertOflndeo.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
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Florida Building Code Online Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Produ cts
FL # Model, Number or Name
17022.1 (1) 5-V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -228
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.2
(2) 5-V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -168.5
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.3 1 (3) 1.5" Mechanical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -191
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.4
(4) 1.5" Mechanical Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -191
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.5
(5) 1" Nall Strip
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -97.25
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.6
(6) 1" Nail Strip
Method 1 Option D
04/20/2016
04/20/2016
04/24/2016
06/08/2016
10/21/2016
Description
26 gauge steel, lapped roof panel, mechanically attached to wood
deck with exposed screws.
Installation Instructions
FL17022 R5 II 1 5VCrimo 26oa WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 1 5VCrimo 26aa WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
0.032" aluminum, lapped roof panel, mechanically attached to wood
deck with exposed screws.
Installation Instructions
FL17022 R5 II 2 5VCrimo 032Alum WoodDeck EVALREPORT.ndf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 2 5VCrimo 032AIum WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel
mechanically attached to wood deck with clips and screws.
Installation Instructions
FL17022 R5 II 3 1.5
MechSeam 24aa WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 3 1.5
MechSeam 24aa WoodDeck EVALREPORT.ndf
Created by Independent Third Party: Yes
1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel
mechanically attached to wood deck with clips and screws.
Installation Instructions
FL17022 R5 II 4 1.5
MechSeam 032A1um WoodDeck EVALREPORT.ndf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 4 1.5
MechSeam 032Alum WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam roof panel
mechanically attached to wood deck with screws.
Installation Instructions
FL17022 RS II 5 1NailStrin 26aa WoodDeck EVALREPORT.ndf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 5 1NailStrin 26oa WoodDeck EVALREPORT.ndf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel
mechanically attached to wood deck with screws. 1
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Florida Building Code Online Page 3 of 3
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -78.5
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.7
(7) 1.5" Nail Strip
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -63.5
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
17022.8
(8) EMAX Rib
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -146
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplemental guide for
attachment.
17022.9
(9) PBR MAX
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -119.5
Other: Refer to evaluation report for conditions
and limitations of use. Refer to manufacturer's
installation instructions as a supplem ental guide for
attachment.
Installation Instructions
FL17022 R5 II 6 1NailStrio 032Alum WoodDeck EVALREPORT.ndf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 RS AE 6 1NailStrio 032Alum WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel
mechanically attached to wood deck with screws.
Installation Instructions
FL17022 R5 II 7 1.5NailStrio 26cia WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 7 1.5NailStrio 26na WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
29 gauge steel, lapped roof panel mechanically attached to wood deck
with exposed screws.
Installation Instructions
FI_17022 R5 II 8 EMAX Rib 29aa WoodDeck EVALREPORT.ndf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 8 EMAX Rib 29aa WoodDeck EVALREPORT.pdf
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached to wood deck
with exposed screws.
Installation Instructions
FL17022 R5 II 9 PBR Rib 26aa WoodDeck EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R5 AE 9 PBR Rib 26na WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
EMI
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 mall. 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 emaiis 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:
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Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization 118064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R5
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 16-123-5V-S6W-ER
(Revises 15-217-5V-S6W-ER.2)
Date: 4 / 18 / 16
Contents:
Evaluation Report
Pages 1— 7
5-V Crimp Roof Panel
Steel
26 gauge
24"
Wood Deck
Digitally signed byJames L. Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23. ``,111111/!1///
‘.\CENSF'•
No 31242
*11/
*CL-_
°, 'STATE OF
0,7/0"NAL`;' "
2016.04.19 11:32:32 -04'00'
CBUCK, Inc. - Palm Beach County, Florida
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net
Mail Address: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
\CSUCK
1netEztr nq
Specialty Structural Engineering
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub -Category Metal Roofing
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 2 of 7
CBUCK, Inc. Certificate of Authorization #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System
Description:
5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support:
Slope:
Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32" or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to "Table A" attachment details herein)
Specialty Structural Engineering
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 3 of 7
CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 — Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 — Uplift test for roof covering systems
• TAS 125-03 — Standard Requirements for Metal Roofing Systems
Code Compliance:
Evaluation Report
Scope:
Limitations and
Conditions of Use:
Quality Assurance:
The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
This product evaluation is limited to compliance with the structural requirements
of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
• This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
• Option for application outside "Limitations and Conditions of Use"
• Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3. This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107, for any individual structure, site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
CK En
Specialty Structural Engineering
Components/Materials Roof Panel:
(by Manufacturer): Material:
Thickness:
Panel Widths:
Rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
FASTENER 1
Type:
Size:
Corrosion Resistance:
Standard:
FASTENER 2
Type:
Size:
Corrosion Resistance:
Standard:
Components/Materials: Underlayment:
(by Others)
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 4of7
CBUCK, Inc. Certificate of Authorization #8064
5-V Crimp
Steel
26 Gauge (min.)
24" (max.) Coverage
5/8"
50 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Used for Attachment Method 1
Hex Washer Head Wood Screw
#9 x 1-1/2" (min.)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
Used for Attachment Method 2, 3 & 4
Hex Washer Head Wood Screw
#10 x 1-1/2" (min.)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength:
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/f3) min.
20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum
of 3/16".
CBUCK ErwineetP6nq
Specialty Structural Engineering
FL #: FL 17022.185
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 5 of 7
CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
• Fastener Spacing: Refer to "TABLE A" Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
• Row Spacing: Refer to "TABLE A" Below
(along the length of the panel)
• Rib Interlock: Lapped
• Minimum fastener penetration thru bottom of support, 3/16".
• For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
Referenced Data:
TABLE "A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure (ASD)*: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF
Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c.
Fastener Spacing (along rows): 12" o.c. 12" o.c. 12" o.c. 12" o.c.
Fastener Size: #9 #10 #10 #10
* Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
1. UL 580-06 & UL 1897-04 — Uplift Test
By Architectural Testing, Inc. - West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05 / 02 /14
Report No.: F3366.01-450-18, Date: 12 / 18 /15
2. TAS 125 — Uplift Test
By Architectural Testing, Inc. - West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07 / 22 /14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Extreme Metal Fabricators, Inc. Licensee #974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
LICK Engen rung
Spec!alt.; Structural Engineering
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 6 of 7
CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
24" Maximum Net Coverage
Panel Profile
Nominal 12" o.c. Nominal 12" o.c.
1
Panel Overlap
•
Fastener
#9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A"
Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Refer to Table "A" for Spacing Along Panel Length
Deck:
-15/32" or greater Plywood, or
- Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
CBUCK Eric2ineer nog
Specialty Structural Engineering
FL #: FL 17022.1 R5
Date: 4 / 18 / 16
Report No.: 16-123-5V-S6W-ER
Page 7 of 7
CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Fasteners -
#9 x 1-1/2" Min. or
#10 x 1-1/2" Min. per Table "A'
Hex Washer Head Wood Screws
5-V Crimp Roof Panel
Deck:
-15/32" or greater Plywood, or
- Wood plank
Typical Roof Assembly
Isometric View
Optional:
Rigid Insulation
Thickness 3" Maximum
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:1
Design Pressure (ASD)*: - 86 PSF - 93.5 PSF -101 PSF - 228 PSF 1
Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c.
Fastener Spacing (across panel width): 12" o.c. 12" o.c. 12" o.c. 12" o.c. 1
Fastener Size: #9 #10 #10 #10 1
* Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.
1
MIAIMI.DALM
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4
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material faith to perforin in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.gov/economy
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-0815.05 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 1 of 7
ROOFING COMPONENT APPROVAL
Catesorv:
Sub-Cateuorv:
Material:
Roofing
Underlayment
Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions
Titanium® UDL-25 48" x 250' rolls
PLUS
Manufacturing
Location #1& #2
UDL-MD (2Ply system)
Manufacturing
Location #2
Titanium® UDL-30
Manufacturing
Location #1& #2
Titanium® PSU-30
Manufacturing
Location #3
48" x 250' rolls
48" x 250' rolls
36" x 72' rolls
MANUFACTURING LOCATIONS:
1. ML1
2. ML3
3. ML4
MIAMI•DADE COUNTY
APPROVED
Test
Specification
ASTM D226
Type I&11
ASTM D226
Type I&II
ASTM D226
Type I&II
TAS 103
Product
Description
Woven synthetic polymer underlayment with one
side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Woven synthetic polymer underlayment with a
chemical slip resistant and UV protected coating on
both sides.
Woven synthetic polymer underlayment with two
sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film.
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 2 of 7
EVIDENCE SUBMITTED:
Test Asencv Test Identifier Test Name/Renort Date
Intertek Testing Services #3031783 TAS 104 02/19/03
3119607C0Q-003B ICC -ES AC48 02/20/08
3124826-01 ASTM E108 02/19/08
3124826MID-007 ASTM E108 02/25/08
311801000Q-003 ASTM D226 02/20/08
3130639C0Q-002A ASTM D226 02/20/08
3146738C0Q-003A ASTM D226 04/22/08
3146738C0Q-003B ASTM D 1876/ TAS 117 03/28/08
Trinity 1 ERD I35520.06.11 TAS 103 / TAS 104 06/15/11
I38010.08.11 ASTM D226 08/11/11
I35520.08.11 ASTM D2523 / D1781 08/17/11
I35520.08.11-1 TAS 114 08/12/11
I35520.06.11 TAS 103 / TAS 104 06/15/11
I44970.07.13 ASTM D226 / D1781 / TAS 07/18/13
114
MIAMI.DADE COUNTY
APPROVED
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 3 of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6"vertical laps and mechanically fastened as
noted below.
Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium® UDL-30 is installed inverted (printed side facing down)
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Metal/Tin caps shall be primed with ASTM D41 primer
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 4 of 7
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6"vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
Ply Sheet:
6" vertical laps.
(Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium" PSU-30 parallel to the eave, using a heavy
pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note:
MANMADE COUNTY
APPROVED
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 5 of 7
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 6 of 7
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30
/ Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations, the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary .roof for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are
approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate
documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo
and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 7 of 7