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FL# FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
' I
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerri Eden
kerri__eden@tamko.com
Technical Representative
Address/Phone/Email
I
Quality Assurance Representative
Address/Phone/Email 1
I �
Category Roofing
Subcategory Asphalt Shingles
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
11' Validation Checklist- Hardcopy Received
Certificate of Independence FL18355 R2 COI TBP15001.2 FBC-2014 Product Evaluation Report
Shinales.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
i I
Equivalence of Product Standards
Certified By
Sections from the Code
https:/hvww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKp/`2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 1/2
2/20/2017 Florida Building Code Online
I I
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/18/2015
Date Pending FBC Approval 12/19/2015
Date Approved 02/10/2016 I
I
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R2 II TBP15001.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shingles.pdf '
Impact Resistant: N/A Verified By: Zachary R� Priest PE-74021
i Design Pressure: N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinoles.pdf i
Created by Independent Third Party:Yes
I I
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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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
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https:/Avm.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK*/o2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 212
.
CREEK
Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813}480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5?"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2015
220 West 0 Street
Joplin,MO 64801
i (417)624-6644
jManufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
1 SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti 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 11995
j 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
I PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 11995
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 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 i2009
UL LLC(TST9628) 08CA59132 ASTM D 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 '2009
ASTM D 3462 �2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 !2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 11 NK14014 ASTM D 3161 i2009
ASTM D 3462 12009
UL LLC(TST9628) 12CA24551 ASTM D 3161 '2009
UL LLC(TST9628) 4786110543 ASTM D 6381 -2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 2008d
ASTM D 3161 2009
ASTM D 3462 12009
TBP15001.2 FL18355-R2 Page 1 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 wfiich 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.
TAMKO BUILDING PRODUCTS
CREEKI 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 HI 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.
i
Glass-Seal 12-1/4"x 36 ASTM D 3161,.Class F and ASTM D 7158, Class HI 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.
i
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
i
with ASTM D 3462. Shingles shall be used in the non-HVHZ'only.
i 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.
ti
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.
I
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 witfi 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.
i
TBP15001.2 FL18355-R2 Page 2 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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vow): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood!I or wood plank for
i 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"4 Nail
Pattern"or°6 Nail Pattern"detailed below.
NAILS
Nailing
Area
5-'118"
Butt Edge i
Figure 1. Elite Glass-Seal&Glass=Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
i '
Nailing - -------------- ------- -
----- -----------
- — -- —.....--.....__....__
Area
' R ,
BuTEdge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufactuier 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
GREEKTAMKO BUILDING PRODUCTS
��11 Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vdt): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(V.,d): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywoodl 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'requirerrients. 1
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
j 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 manufacture'r's published installation
instructions. Shingles shall be attached;using either"4 Nail
I
Pattern"or"6 Nail Pattern"detailed below.
I1 i
FASTENERS NAIL ZONE
COMMON
BOND
6-118" EXPOSURE S--b/8"
II
I
12-11211 12-318" -►�- 12-112'-►� r-1"
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodg ate(Dallas)
4 Nail Pattern (non-HVHZ only)
I
FASTENERS NAIL!ZONE
I.
COMMON/BOND BOND
II
EXPOSURE 5-5/8"
1'=►' h-7-1/2'H�f-7-1/2"-!� 7-318"-►�1-7-if2"-►h-7-1/2'� N--=1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.2 FL18355-R2 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 vAch 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
NAIL'ZONE/
ASTENERS COMMON BOND
i
F
RE 5 5/8"
VLA �7-1/2'+7-1/2'4,1*qVB+7-1/2+7-1/21 �1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-► ''. 12-1/2"�; ,-
�1";1;
i i i i i i
FASTENERS Common Bond
; ;
zt
C9 'i 1
Q�
L9 O r
to
W j
39-3/8"
Figure 6. Heritage®, Heritage®Premium,&Heritage®Woodgate '
Alternate 6 Nail Pattern
PAI NT
LINE
7-7/$" _ __ ___ __�-NAIL.ZONE
EDGE OF .
COMMON
BOND
EXPOSURE
Er
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG'EDGE OF
------ - COMMON BOND
i ; PREFERRED
FASTENER
LOCATION
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
TBP15001.2 FL18355-R2 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.
I
CREEKTAMKO BUILDING PRODUCTS
' Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(V,d,): Max. 194 mph
(Frederick) Basic Wind Speed(V,,d): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood,orrwood plank for
new construction; Min. 15/32' in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC,requirernents; '
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
j 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 fusing either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS /COMMON BOND
r/
5112" SURE 5"
FPO
0
1'� �-- 11"—►�-- 1211 --�►,�--11"—�
Figure 8. Heritage®Premium(Frederick)
j 4 Nail Pattern (non-HVHZ only)
I �
NAIL ZONE/
FASTENERS COMMON BOND
EXPQSURE 5"
I �
�-91/2��
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern I.
TBP15001.2 FL18355-R2 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 productl attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Vat): Max. 194 mph
(Frederick) Basic Wind Speed(Vsd): 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 atiached'using either"4 Nail
Pattem"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
EXPOSURE VI
11" -►�---12-3/8"-4- 11" -� 1 -1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
II
NAIL ZON E/
FASTENERS COMMON BOND
I I
t T
5.12" EXPOSURE 5"
i
1 � � g-112"�'"1' 9-3/8"�-►�-3'�►�-8-'1/2"—►I �1
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V.�d): Max. 150 mph
Deck(HVHZ): In accordance with FBC;requirernents;
Solidly sheathed min. 19/32 in. plywoodl or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): 1n accordance with FBCrequirements;
Solidly sheathed min. 15/32 in. plywood,or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBG.requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application iristructions when installing
shingles at slopes greater than 2,1:12.
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
j requirements and manufacturer's published installation
instructions. Shingles shall be attached;using either"5 Nail
Pattem"or"6 Nail Pattern"detailed below.
L
Y ridd- y 6tposu2
T7 nee c Z Wtch
s Fines Nail '
17-1/Y'
I �
FXP=
' I S•
T_
re
1/ .1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
I '
4V
I i
b' Flamers Nd
� � - - - - - - — - - Zone
171/2`
I '
3
If
76114' 767!4•
Figure 13. Heritage®Vintage'
6 Nail Pattern
TBP15001.2 FL18355-R2 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.
i
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vdt): 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
j new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC'requirements.
Min.slope:. 2:12 and in accordance with FBG 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.
i
li
Direction of prevailing wind
Start 5-1/8" exposure
here—
Start
Figure 1 here 5-1/8"exposures
� I
Its
astener
Fastener
Frl �
i" t5-518"
j Figure 2 �� Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
it
i
TBP15001.2 FL18355-R2 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.
i
i
TAMKO BUILDING PRODUCTS
CREEKAsphalt.Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(V,At): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Val): Max. 150 mph
Deck(HVHZ): In accordance with FBG 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 FBG 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 FBGrequirements.
Min.slope: 2:12 and in accordance with FBCrequirements.
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.
Directiofn of'prevailing wind
start 5" exposure
here—
Start
here 5" exposure
Figure 1
I �
` Fastener •''�?I Fastener
t5- „
r �5-1/2" 112
Figure 2 1/4" Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
i
I
TBP15001.2 FI-18355-R2 Page 10 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
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.
j 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 buildiingimean roof height of 33-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 fromthe
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
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated Compliance with the Florida Building
Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named'manufacturer.
,��.�` PRY R. p �•,,, 14
G1:•........
20151'2
No 74021 13.44.19
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-05'00'-
3 STATE OF :t�44/
T •.� P • _.` Zachary R.Priest,'P.E.
s•.O R 1 •••C?���` Florida Registration No.74021
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ii,S QNA'`00 Organization No.ANE9641
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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
j products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
jZachary R. Priest, P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
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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
TBP15001.2 FL18355-R2 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;.productd attributes that are not
specifically addressed herein.
h11AM1 IaDE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
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).
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j This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
j 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,Titaniumm UDL-30,Titaniumo UDL750,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.
NOA No.: 14-0603.18
MIAMI-DAD;COUNTY Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 1 of 5
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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
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PRODUCT DESCRIPTION:
1 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.
IT 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.
IUDL TT 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
Manufacturing Type I&lI 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.
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UDL TTMC-300 48"x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I&11 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.: 14-0603.1E
MIAMI•DAD;CouNTY Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 2 of 5
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RhinoRoof U15 42"x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two
Manufacturing Type I and 11 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.
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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
III,
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
j 3119607COQ-003B ICC-ES'AC48 02/20/08
3124826-01 ASTMI E 108 + 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 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-OOIA ASTM,D226 10/28/14
101823107COQ-011 ASTMD226 : 12/09/14
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Trinity ERD I15010.05.10 ASTM 134798/D226 05/14/10
138010.08.11 ASTM D226 08/11/11
!I
I35520.08.11 ASTM D2523/D1781 08/17/11!I i
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NOA No.: 14-0603.18
Mwt�1i•DAne CouN7�r Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 3 of 5
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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,iUDL 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-300,1 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,
1 spaced 6"o.c. at all laps and three staggered rows fastened 12"o.c. in the field of the roll.
j 4. Titanium®UDL-25 PLUS,Titanium®UDL-30,Titanium®UDL-50,UDL TTMC-300,1 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.
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BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
This Notice of Acceptance.
2. Any other documents required by the Building Oficial or applicable building code in order to properly
evaluate the installation of this material. I,
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NOA No.: 14-0603,18
Mu►MIoAne couN7Y Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 4 of 5
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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
j 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.
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-251PLUS, Titanium®UDL-
', ! 30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U1;0, RhinoRoof U15, RhinoRoof
U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are note 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 cou►vTY Expiration Date: 08/08/18
Approval Date: 06/11/15
Page 5 of 5