HomeMy WebLinkAboutProduct Approval y ' ,
Certificate of Authorization No.29824
CREEK 17520 Edinburgh_Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE;H EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4th Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
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
Ea& 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
j 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)e1
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) 11NK14014 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)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
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 Page 1 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.
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.
G R K 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
i 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL
Nailing--, - 6-7/8
Area - ---------------------------------------------------- -
5-118" ,
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAII-§
i
i
Nailing — ---------.....__._..._- — ----------------- -- 6.7/8"
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.
CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V„it): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vwd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) 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 5-5/8 in. 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 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
6-1/8" F
POSURE 6-6/8"
� I D I E-
11 �--- 12-1/211--►�- 12-3I$" — 12-1/2'"Ild �--1"
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FAS?ENERS NAIL ZONE
COMMON
BOND
61 EXPOSURE 5-5/6"
i" �4-7-1/2"►�t7-1/2"-II►h- 718"-�7-if2"�-7-112"-►� �1"
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 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.
CREEKTAMKO BUILDING
n Asphalt Shingles
TECHNICAL SERVICES, LLC
ASTENERS' COlU1MON,BOND
X51/8" `' *EXPOSURE-5.5_/8"
r`
4_4W 3/8' _ +7_....._
Figure 5. Heritage®Woodgate
6 Nail Pattern
,
! 1 ® Common Bond
FASTENERS
,- I -
(h _
Co N
r
C Co
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT" ,... .. _ - .-._., ..-.. . . .,.
,LINK'
,
,7.;NO,!
6 i!8''- � f •EDQE
;COMMON
!BOND:
EXPOSURE'
- ,ACCEPTABLE'. , -..... .
FASTENER L-OCATIM
Q-0-NOT FASTEN
ALONG`.EDGE::OF
�'COMMON'B.OND,,
:PREFERRED
FASTENER;
:LO.CATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
i
TBP15001.4 FL18355-R4 Page 5 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): 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. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. 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 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAI I-ZONEi
FASTENERS COMMON BOND
5112 EXPOSURE 511
1"-►I 11° 12"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPO[I
SURE 5°D E
�-91/2 , �„--.x.13 -�1/�.--►I X4-1„
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 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
• CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
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 (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
i Pattern"or"6 Nail Pattern"detailed below.
i
NAIL ZONEI
FASTENERSCOMMON BOND
WT
5-112" EXPOSURE 5"
I 1�� � 11° ..�....7 2-3J8'r-�■- 11" -� �,,.1��
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
t
5.112° EXPOSURES"
V-1 9■112" ' 93/8" 3'�►�■8.1/2" �1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I
i
I
TBP15001.4 FL18355-R4 Page 7 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vuit): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vwd): 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. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. 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 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
ad
g ncrnes Z �vh
Fwt-ws
--- — —— — - - - - i - - --
17-1rr
s
Mw
V
�+—ta�•� �+—tava•�
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
6•
Notch
a»
wn«
Ftitm11lR Noll
777
ZOne
17-1/2'
>< 7,Tlf' 7aA' 7J/r�s-7-lJ>r
asn•—.{. I �ul�wrr
Figure•{13. Heritage®Vintage
6 Nail Pattern
TB1315001.4 FL18355-R4 Page 8 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.
CREEK TAMKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(V,,d): 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
hSttarrt h5-1/g" exposure
-I 11
Start
Figure 1 here 5-1/8"exposure
1„ SAh" 1»
Fastener T Fastener
��5
Fastener
� n
Figure 2 �1,4 Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
i
I
TBP15001.4 FL18355-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.
CREEK TAMKO BUILDING PRODUCTS, v
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): 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 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
13tart. 511exposure
here
� II
Start
Figure 1
here 5" exposure
' 1"
tr
Fastener ? Fastener
"
�5-1/2
Figure 2 114P Figure 3
Figure 15. Vintage®Hip&Ridge (Phillipsburg)
TBP15001.4 FI-18355-R4 Page 10 of 11
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.
• CREEK TAMKO BUILDING
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.
COMPLIANCE STATEMENT
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.
RY R. p 446,
0.1 P• 9 ' 2017.09.25
No 74021 = - - 11 :31 :41
it -04'00'
3 STATE OF "41J
'��T•'•;c< P:�_� Zachary R. Priest,P.E.
�i�S• R C? �� Florida Registration No.74021
4f, 0NA�E��� Organization No.ANE11669
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.
i
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.
I
I
I
I
I
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.
"IAMF MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
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.Qoy/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-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TT,UDL TF,
UDL TTMC-300,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and
RhinoRoof RSA Synthetic 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.
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 renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
MIAMbDADE COUNTY NOA No.:14-0603.18
Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 1 of 5
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Material: Polypropylene
SCOPE:
This acceptance is for Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TT,UDL TF,
UDL TTMC-300,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA
Synthetic Underlayments as described in this Notice of Acceptance,for use with approved prepared roof assemblies
where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener
densities.Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the
Florida Building Code
PRODUCT DESCRIPTION:
Test Product
Product Dimensions Specification Description
Titanium®UDL-25 PLUS 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
Manufacturing Type I&II side coated with UV protected and slip resistant
Location#1  polymer stabilized polypropylene on both sides.
Titanium®UDL-30 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&II sides coated with UV protected and slip resistant
Location#1 polymer stabilized polypropylene on both sides.
Titanium'UDL-50 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&II sides coated with UV protected and slip resistant
Location#1 polymer stabilized polypropylene on both sides.
UDL TT 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with one
Manufacturing Type I&II side coated with UV protected and slip resistant
Location#1 polymer stabilized polypropylene on both sides.
UDL TF 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&II sides coated with UV protected and slip resistant
Location#1 polymer stabilized polypropylene on both sides.
UDL TTMC-300 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&II sides coated with UV protected and slip resistant
Location#2 polymer stabilized polypropylene on both sides.
RhinoRoof U10 42"x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&II sides coated with UV protected and slip resistant
Location #3 polymer stabilized polypropylene on both sides.
NOA No.: 14-0603.18
MIAMI•DADE COUNTY Expiration Date: 08/08/18
U MID 4 11 Approval Date: 06/11/15
Page 2 of 5
RhinoRoof U15 42"x 286'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I and II sides coated with UV protected and slip resistant
Location #3 polymer stabilized polypropylene on both sides.
RhinoRoof U20 42"x 286'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Location#3 Type I and II sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Titanium UDL25 48"x 250'rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Location#3 Type I and II sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
RhinoRoof RSA 36"x 67' rolls ASTM D1970 Unreinforced polymer modified bitumen material
Manufacturing Location #4 adhered to the underside of a polymer-coated,
synthetic woven sheet. The underside is backed
with a release film.
MANUFACTURING LOCATIONS:
1. MLI
2. ML2
3. ML3
4. ML4
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Intertek Testing Services #3031783 TAS 104 02/19/03
3119607COQ-003B ICC-ES AC48 02/20/08
3124826-01 ASTM E108 02/19/08
3.124826MID-007 ASTM E108 02/25/08
311801000Q-003 ASTM D226 02/20/08
3130639COQ-002A ASTM D226 02/20/08
3146738COQ-003A ASTM D226 06/20/11
3146738COQ-003B ASTM D 1876/TAS 117 03/28/08
101465036COQ-001 ASTM D1970 06/27/14
100539395COQ-006 ASTM D226 06/02/14
101863861COQ-001A ASTM D226 10/28/14
101823107COQ-011 ASTM D226 12/09/14
Trinity ERD I15010.05.10 ASTM D4798/D226 05/14/10
I38010.08.11 ASTM D226 08/11/11
I35520.08.11 ASTM D2523/D1781 08/17/11
i
NOA No.: 14-0603.18
Mwt�i•oaoe coutarir Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 3 of 5
INSTALLATION SPECIFICATIONS:
Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments
1. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF,
RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic
Underlayments shall be installed in strict compliance with applicable Building Code.
2. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF,
RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25,and RhinoRoof RSA Synthetic
Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion.
3. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF,
RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,and Titanium UDL25 Synthetic Underlayments shall be
fastened with Miami-Dade approved corrosion resistant tin-caps and 12 gauge 1 '/4"annular ring-shank nails,
spaced 6"o.c. at all laps and three staggered rows fastened 12"o.c. in the field of the roll.
4. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF,
RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments may be used with Asphaltic shingles,Wood shakes and shingles,Non-structural metal roofing,
and quarry slate.Titanium®UDL-30,Titanium®UDL-50,UDLTTMC-300,UDL TT,UDL TF,RhinoRoof
U10,RhinoRoof U15,RhinoRoof U20,Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall
not be used as roof tile underlayments.
5. For Roof Tile applications; Titanium®UDL-25 PLUS may be used as an anchor sheet in roof tile applications
when used in combination with a top membrane layer,consisting of a Miami-Dade approved TAS 103 self-
adhering underlayment. (See current NOA listing of approved TAS 103 self-adhering underlayment for
installation guidelines and limitations of use).
6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30,
Titanium®UDL-50,UDL TTMC-300,UDL TT,UDL TF,RhinoRoof U10,RhinoRoof U15,RhinoRoof U20,
Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments refer to a current Approved Roofing
Materials Directory for fire ratings of this product.
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.
NOA No.: 14-0603,18
MIAMI•DAD,COUNTY Expiration Date: 08/08/18
Approval Date: 06/11/15
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• A
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® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA 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® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments shall not be hot mopped,refer to manufacturer's published literature for product compatibility.
5. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments shall not be applied over an existing roof membrane as a recover system.
j 6. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application.
7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180
days of application.
8. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA 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® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF,
RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic
Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium®UDL-25
PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10,
RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a
component part of an assembly in the Notice of Acceptance. If Titanium®UDL-25 PLUS, Titanium®UDL-
30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof
U20, Titanium UDL25, and RhinoRoof RSA 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
11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0603,18
MIAMI•DADE COUNTY Expiration Date: 08/08/18
Approval Date: 06/11/15
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