HomeMy WebLinkAboutProduct Approval � CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL, SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,67"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4`"Street 1
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO �, �d C `
Phillipsburg, KS4`j'Pt;ti;
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE.
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 , 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D,3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
{ UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)el
1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016
1 UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
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CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin;Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM .D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
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,at CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
/-Elite Glass-Seal®_ Basic Wind Speed (V„it): Max. 194 mph
(Frederick,Joplin & Basic Wind Speed (Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin (Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
i
Nailing Gr7ff
Area . 15-11819
c�
1
Mate
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing __.........................._......... ...... ....................................`.. 6.718"
Area
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
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GREEKTAMKO BUILDING PRODUCTS
[, Asphalt Shingles
TECHNICAL SERviCEs,LLC
Hip&Ridge Basic Wind Speed (V„„): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vard): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
ino ere-
� n
� II II
Start
Figure 1 here 5-1/8"exposure
i
,a Fastener Fastener
! Figure 2 '�1/4" Figure 3
Figure 14. Hip & Ridge (Frederick&Joplin)
TBP15001.4 FI-18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) 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 code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
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COMPLIANCE STATEMENT
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The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6t'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
�`%� PRY R. �° i
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�Fs��i� 2017.09.25
No 74021 11 :31 :41
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=-0 -04'00'
:'P'. STATE O F .'44/
�'.�'�•'•'c� P;����-- Zachary R. Priest, P.E.
W,,, Florida Registration No. 21
Organization No.ANE11 69
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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 under
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.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
I
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MIAMI
-- MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
iT(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w��vw•miamidade.eov/economy
Gardner Asphalt Corporation
4161 W. 7"Avenue
Tampa,FL.33605
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: Gardner Underlayments
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.
I
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.
TERMITERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
NATION
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.
DVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
eAxpiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
I
n 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# 17-1221.15 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
Af
NOA: 18-0409.06
MLAMl•nAoe COUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 1 of 6
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ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: Asphalt
GRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
I Test Product
Product Dimensions Specification Description
APOC Tuff-Felt-26- 36"x 72' rolls ASTM D 226 Type H Asphalt Saturated Felt underlayment,2
1 square#30.
Manufacturing
Location cation#1, 2
United FGUR20 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2
Manufacturing square#30.
Location 41, 2
APOC 25 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2
Manufacturing square#30.
Location #1, 2
No.30 ASTM 36"x 72' rolls ASTM D 226 Type 11 Asphalt Saturated Felt underlayment,2
Manufacturing square#30.
LI cation#1,2
MOC Tuff-Felt 46 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location #1, 2
United FGUR10 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location#1, 2
APOC45 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location#1, 2
No. 15 ASTM 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location#1, 2
United FGUR70 18"x 72' rolls ASTM D 226 Type H Asphalt Saturated Felt underlayrrient, 1
Manufacturing square#30.
Location#1, 2
NOA: 18-0409.06
MIAWDADE COUNTY= Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 2 of 6
1 -
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
GatorSkin 42"x 285.8'rolls ASTM D 226 Type H Synthetic roof underlayment comprised
Manufacturing of layers of polyolefin film.
Location #3
G I torSkin-10 42"x 285.8'rolls ASTM D 226 Type H Synthetic roof underlayment comprised
MI na factoring of layers of polyolefin film.
Location #5
Weather-Armor CX-L 37.25"x 145' rolls ASTM D 226 Type H High strength hybrid underlayment
Mazza factoring comprised of two layers of polyolefin and
Location#3 polyester synthetic fabric with a thin layer
of modified bitumen between the two
plies.
Weather-Armor SB-1 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified
Manufacturing asphalt, granulated self-adhered
Location#4 underlayment.
Gard-Lock 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified
Manufacturing asphalt, granulated self-adhered
Location#4 underlayment.
I
Weather-Armor HT3 39"x 65' 8"rolls ASTM D 1970 60-mils thick(nominally),self-adhering
Manufacturing membrane composed of elastic polymers,
Location#4 bitumen,glass reinforcements and a cross
laminated sheet surfacing.
Weather-Armor FT 39"x 65' 8"rolls TAS 103 60-mils thick(nominally), self-adhering
Manufacturing membrane composed of elastic polymers,
Location#4 bitumen polyester and glass
Ireinforcement.
(MANUFACTURING LOCATIONS:
1. Tacoma,WA.
2. Eutaw,AL.
3. Hangzhou, China.
4. Springville,AL.
5. Tampa,FL.
NOA: 18-0409.06
CMLAALMI�QADE COUIVTIr Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 3 of 6
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Renort Date
PRI Construction Materials GGI-100-02-01 ASTM D 226 06/22/12
Technologies GGI-101-02-01 ASTM D 226 06/22/12
GGI-132-02-01 ASTM D 226 04/28/15
GGI-176-02-01 ASTM D 226 09/26/16
GGI-178-02-01 ASTM D 1970 10/25/16
GGI-194-02-01 ASTM D 1970 08/04/17
GGI-196-02-01 TAS 103 08/08/17
GGI-206-02-01 ASTM D 226 03/09/18
GGI-207-02-01 ASTM D 226 03/09/18
GGI-201-02-01 ASTM D 1623 01/29/18
GGI-178-02-01 ASTM D 1970 01/29/18
GGI-178-02-02 ASTM D 1970 01/29/18
GGI-199-02-02 ASTM D 226 12/12/17
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32° or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: One or more plies of APOC Tuff-Felt 26,United FGUR20,United FGUR70,APOC 25,No. 30
j ASTM, GatorSkin, GatorSkin-10 or Weather-Armor CX-L with a minimum 4"headlap and a 6"
end lap mechanically fastened to deck with approved nails and tin caps 6 inches o.c.minimum
at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.
Nails shall be driven flush and 90 degrees to the roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles, quarry
slate,metal roof applications, and as an anchor sheet in roof tile applications.Must Comply with
applicable Roofing Application Standards and Building Codes.
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: Minimum 2 plies or more of APOC Tuff-Felt 46,United FGUR10,APOC 45,or No. 15 ASTM
with a minimum 19"headlap and a 6"end lap mechanically fastened to deck with approved
nails and tin caps 6 inches o.c.minimum at all laps and three staggered rows fastened at 12
inches o.c. minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the
roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles, quarry
slate,metal roof applications, and as an anchor sheet in roof tile applications.Must Comply with
applicable Roofing Application Standards and Building Codes.
r
NOA: 18-0409.06
MIAMI•DADE COUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 4 of 6
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck,membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Weather-Armor SB-1, Gard-Lock,or Weather-Armor HT1 self-adhering
membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles, quarry
slate, and metal roof applications.Must Comply with applicable Roofing Application Standards
and Building Codes.
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck,membrane adhered.
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Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c.in the field of the roll.
Membrane: One or more plies of Weather-Armor FT'self-adhering membrane adhered to the anchor sheet
with a minimum 3"headlap and 6"end lap.
I
Surfacing: • Weather-Armor FT1 Shall be acceptable for use in approved asphaltic shingles,wood
shakes, &shingles,quarry slate,metal roof,and mechanically fastened roof tile
applications.
0 Weather-Armor FT may be used with any approved adhered roof tile system as specified in
their current NOA using the following tile adhesives with current NOA:
■ The Dow Chemical Company's TILE BOND Roof Tile Adhesive
■ ICP Adhesives and Sealants,Inc.'s ICP Adhesive Polyset AH-160
Must Comply with applicable Roofing Application Standards and Building Codes.
LABELING:
ll membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city,
state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County
Product Control Seal as shown below.
I
C
DADE COUNTY
•
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NOA: 18-0409.06
MIAMI-DADECOUNTY Expiration Date: 03/28/23
=# i Approval Date: 05/10/18
Page 5 of 6
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BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
I . 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.
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LIMITATIONS:
i
a 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.
1 3. Weather-Armor SB-1, and Weather-Armor HT' shall not be hot mopped; refer to manufacturer's published
literature for product compatibility.
4. Gardner Underlayments listed herein are components used in roof assemblies. Roof assemblies are approved
under specific assembly Notice of Acceptance.
5. APOC-Tuff Felt 26,United FGUR20,APOC 25,No. 30 ASTM,APOC-Tuff Felt 46,United FGUR10,
APOC 45,No. 15 ASTM,United FGUR70,GatorSkin, GatorSkin-10 and Weather Armor CX-L listed
herein shall not be left exposed as a temporary roof for longer than 30 days of application.
6. Gard-Lock and Weather Armor SB-1 fisted herein shall not be left exposed as a temporary roof for longer
than 90 days of application.
7. Weather-Armor HT'and Weather-Armor FV listed herein shall not be left exposed as a temporary roof for
longer than 180 days of application.
8. Gardner Underlayments listed herein may be used with any approved roof covering Notice of Acceptance
listing Gardner Underlayments listed herein as a component part of an assembly in the Notice of Acceptance.
If Gardner Underlayments listed herein is 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 fie
testing results.
9. For fire classification of specific roof assemblies using Gardner Underlayments listed herein refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA: 18-0409.06
MIAMI•DADECOUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
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