HomeMy WebLinkAboutProduct Approval lll � MIAMI-DADE COUNTY
Emig PRODUCT CONTROL SECTION
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11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
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 fails to perform 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.
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.
NOA No.: 13-0730.01
CM=• Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 1 of 7
ROOFING COMPONENT APPROVAL
Cate2ory: Roofing
Sub-Cate2orv: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Description
Titanium® UDL-25 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
PLUS Type I&11 side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Manufacturing
Location#1
UDL-MD (2Ply system) 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with a
Type I&H chemical slip resistant and UV protected coating on
Manufacturing both sides.
Location#2
Titanium®UDL-30 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two
Type I&II sides coated with UV protected and slip resistant
Manufacturing polymer stabilized polypropylene on both sides.
Location#1&92
Titanium®PSU-30 36"x 72' rolls TAS 103 Unreinforced polymer modified bitumen material
adhered to the underside of a polymer-coated,
Manufacturing synthetic woven sheet. The underside is backed
Location 93 with a release film.
MANUFACTURING LOCATIONS:
1. ML 1
2. ML3
3. ML4
MIAMI•DADE COUNTY NOA No.: 13-0730.01
,... Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 2 of 7
EVIDENCE SUBMITTED:
Test Alrency Test Identifier Test Name/Report Date
Intertek Testing Services 43031783 TAS 104 02/19/03
3119607COQ-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
3130639COQ-002A ASTM D226 02/20/08
3146738COQ-003A ASTM D226 04/22/08
3146738COQ-003B ASTM D 1876/TAS 117 03/28/08
Trinity ERD 135520.06.11 TAS 103/TAS 104 06/15/11
138010.08.11 ASTM D226 08/11/11
135520.08.11 ASTM D2523/D1781 08/17/11
135520.08.11-1 TAS 114 08/12/11
135520.06.11 TAS 103 /TAS 104 06/15/11
144970.07.13 ASTM D226/D1781 /TAS 07/18/13
114
MIAMI•DADE
NOA No.: 13-0730.01
COUNTY
- ,... 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.
NOA No.: 13-0730.01
MIAMI•DAD,COUNTY 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: (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,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
MIAMI•DAD;COUNTY 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
QMIAMI-DADECOUNTY 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.
CMIAMI&MADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 13-0730.01
MIAMI•DAD;COUNTY Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 7 of 7
Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15/32"Plywood
Florida Product Approval # 11651.12 R1
Florida Building Code 2010
Per Rule 9N-3
Method:1—D
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:9N-3.005(1)(d)
HVHZ
Product Manufacturer:
GULF COAST SUPPLY&MANUFACTURING,LLC.
4020 S.W.449"'Street
Horseshoe Beach,Florida 32648
Engineer Evaluator:
Terrence E.Wolfe,P.E.#44923
Florida Evaluation ANE ID:1920
Validator:
Locke Bowden,P.E.,FL#49704
9450 Alysbury Place
Montgomery,AL 36117
Contents:
Evaluation Report Pages 1-4
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Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2010,Sections 1504.3.2,1518.9,1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel, 26 Ga.Steel, 24" Coverage,through fastened roof panel
over 15/32"Plywood decking.Non-Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3.
Paint Coating: Valspar Fluropon Coating(Optional)
Yield Strength: Min.50.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2010,Section 1507.4.3
Panel Dimension(s): Thickness: 0.018"min.
Width: 24"Coverage
Rib Height: 3/8"major rib
Panel Rollformer: Rollformer Corp.
Panel Fastener: #9-15 x 1-1/2"WoodZac w/Zac Head with sealing washing through panel rib.
%"minimum penetration through plywood
Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4
Substrate Description: Min.15/32"thick,APA Rated plywood over supports at maximum 24"O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/Florida Building Code 2010.
Design Uplift Pressures:
Table"A"
Maximum Total Uplift Deslgn Pressure: 108.5 psf 156.5 psf
Fastener Pattern: Panel Rib Panel Rib
Fastener Spacing: 12"O.C. 6"O.C.
*Design Pressure includes a Safety Factor=2.0.
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FL#11651.12 R1 February 23, 2012
Force Engineering&Testing Inc.
19530 Ramblewood Itive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010,Section 1504.3.2,1518.9,1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010,as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ TAS 125-03
■ UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04-Uplift Test for Roof Covering Systems
■ TAS 100-95-Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
■ TAS 110-00-Accel.Weathering ASTM G 26/Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03:UL 580-94/1897-98 Uplift Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.117-0065T-O7A-C,Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654)
Report No.T130-07,Dated 02/28/2007
Report No.T215-08,Dated 07/08/2008
3. TAS 110-00:Valspar Fluropon coated metal panel testing
A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
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FL#11651.12 R1 February 23, 2012
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Force Engineering&'Testing Ync.
19530 Ramblewood Drive
Humble,TX 77338
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010,including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12,lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1518.2,1518.3,1518.4.
Fire Barrier: Any approved fire barrier having a current NCA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his drawings for properfastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2010
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
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February 23, 2012