HomeMy WebLinkAboutProduct Approval-FL18355-R4 `•� 10/116018 Florida Building Code Online
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x.°y Arm RFCElf
Oaf EL18355-R4 ��
Application Type Revision OCT 10
1019
Code Version ' 2017
Pe
Application Status Approved tI th�9 De
�ucle C°Part„,
ty ent
Comments
Archived (L
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404 ALZ
Joplin, MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
141
Authorized Signature Kern Eden
kerri_eden@tamko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden P.E.
✓J Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf
Referenced Standard and Year(of Standard) Standard ea
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf
https://floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJIukQ%3d%3d 1/2
10/11/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option
Date Submitted 09/25/2017
Date Validated 09/27/2017 •
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
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 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes
Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021
Design Pressure: N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles
fina1,01
Created by Independent Third Party:Yes
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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 employencopyrioht 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 mail.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 click here.
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https://tioridabuilding.org/pr/pr_app_dt.l.aspx?param=wGEVX0wtOguvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJIukQ%3d%3d 2/2
„ , .
1I �” Certificate of Authorization No. 29824
r. REEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 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
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)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) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 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 61020-3. 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.
F.. CREEKTAMKO 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.
I
•
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph
(Frederick, Joplin& Basic Wind Speed (Vasa): 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
-. .-1"
NAa, il,i.�ng`- ----- ------ ----------------- �---------_....- ._ 6-7/8'1
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Area Nailing _ - - _ - - _, T 6-7/8"
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.
CREED
TAMKO BUILDING PRODUCTS
r � Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed (V„it): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vai): 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
fr BOND
I
6-1/8" EXPOSURE 5-5/8"
L. 1 \ I
'11. 11.1 I1 12-1/2"--- J4---- 12-3/8" --►J4 12-1/2'1--øj 14-1"
Figure 3. Heritage®, Heritage® Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS /NAIL ZONE
diN
COMMON
BOND
fi1 _
6-1/8" EXPOSURE 5-5/8"
I..._ \ \ i \ i I
1=-111 14--7-1/2' 7-1/2"-411- 7-318" 7-1/2"-11+1F-7-1/2"-1101 14-1"
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.
, ..„..,
lc'. CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
77.M tAaSTENERaSm• '
•
COMMON BOND
7 -
T .
.1
60/8" , . .
1 \ .E)(POSIJRE5/8":
41,1 10-71/221•14-7-1/2'473/814447112+7-101.1 141,-,1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
! ! ! !
--,-h"1114--12-1/211- 1 , , 1
14-la-1/2"---).!1"1"14-
. .
• 1
I
1 i IR] Common Bond
g FASTENERS
'
, 6
t
to a
'9 a
Lo x
+III \ \
\
ZO
6
4-
I 1 39-3/8' ). I
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
(
PAINT-
JNAIL:ZONE
i;. .-----.- 7.--"-------..: EDGE OF
:,....
,6-118 . '
.COMMON", ,
A ,„, .,.
,, BOND' -- -
EXPOSURE
• . . _
.55/81!:
ACCEPTABLE
- -"-FASTENER:LOCATION',
DO NOT FASTEN
ALONG.-ED GE:OF
, COMMON'BOND:
;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
TBP15001.4 FL18355-R4 Page 5 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.
P- GREEK TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasil): 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.
NAIL ZONE/
FASTENERS COMMON BOND
t
W-7"
\ T
EXPOSURE 5"
.
1
II� 11" 12" "'—►� I' —014-- —+---11 --� 14-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
1
51/2" EXPOSURE 5"
i l I�
1��L -91/2' 3' 9"--41-34I4-91/22=-01I.1-1
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 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 PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
•
Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
�- T
5-112" EXPOSURE 5"
J. 1 1j
ar111 14— 11" -►�-12-318"-'- 11" --01 1-1"
Figure 10. Heritage®Woodgate (Frederick) •
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
/COMMON BOND
FASTENERS471
t
5.1/2" EXPOSURE 5"
.L 1,
1"--11 14111- 9-1/2" 3'I►h-9-3/8" 0143 9-1/2".41 l-1°
Figure 11. Heritage®Woodgate (Frederick)
6 Nail Pattern
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 Nun): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Va&j): 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.
N Off'
1Jgmart rxposure
2 NO:hw z NvtCh
010 Nail
one
17.1/2'
S'
Exlposu re
III; 9-1 AV 9-111` r 1 9-1M'--►�—9-1i' T
1 •
--163/1' 10.3M'
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Exposum
Notdi
Zane
17-lir
Boixdutn
4-r-I 7-3/r Pig 74.fr 741x' 7 ur —7-arr
mtr 1-
■ g7/1--.1 "1
SW
161 r
tutu•
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 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.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed (Vain): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vasil): 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 prevailing wind
Start 5-1/8" exposure
here- �•�
slimmimk 410.4
nl ‘0 •
>ris.r.I.L� •�,�•.,fy.
�.1.�•
S ..41.1,110
Figure
Figure 1 here 5-1/8" exposure
e11
6\f‘!;:\ „-
Fastener
Fastener
r'L
5- " '-5-5/8"
Figure 2 �� Figure 3
1/4"
Figure 14. Hip& Ridge (Frederick&Joplin)
TBP15001.4 FL18355-R4 _ Page 9 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.
. . .
F.,.. TAMKO�°�0�����0�~0�r PRODUCTS
��`8���0��0�~0��
Asphalt Shingles
r.4
,;:. -' TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Va ): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed mm . 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; Mm .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 manufaduna/npubl|ohodinata||a1ion instructions. The
direction of the exposed end shall be away from the
prevailing wind.
II Direction of prevailing wind
Start
5" exposure
I here ��..
103'
here laranik 0,4%04
1 111111411C .0°-"0/400140.2.7
,01.04- loir"lige2
Inl 141101101111
I Start
5" exposure
Figure 1
1"
:w g -\
~ -
\~~^ ` --- � � lks 's
` �J �������r Fastener
'- �^�� -z-uu:"
' -5-1/8» \
Figure 2 ^^^
Figure 3
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
.
TeP15001.4 ru8355-R4 Page 10o,11
approvalThis ort is provided for State of Florida product underRule 61G20'3The manu��uupwxa noU�CoEsK
Technical|Svaluation —'.Ulofonypmduotchongosnrqualityassv,ancoohnnOonththe 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
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 61G20-3.
•
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6"'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
_toittrrrri,
YRp,F
g
�P� • •• 9/ ee,
.` G , ENS - s
2017.09.25
No 74021 1 1 :31 :41
- 1 • - h.p�a M1RNntPoeu
7� -04'00'
1.0:• STATE OF :11-/::
:
., •..A• 1.0.•P:r�� • Zachary R. Priest, P.E.
Florida Registration No.
,,,",,S/0NAL �``,, Organization No.ANE11669 1
�rrrntttt
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 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.
- . .
41)
September 8, 2017
TAMKO BUILDING PRODUCTS INC
220 W 4TH ST ~ .
POBOX 1404
JOPUN, MO 64802
�mEdition
Our Reference: FloridaBuilding Code—Building ui|di ng .
Dear Ms. Eden,
Per your requestan evaluation of your submitted list of standto comre the reference year
of the standard ait is prescribed in the 2017 Florida Building Code —Building 6th Edition (2017) and compared to
the 2014 Florida Building Code, 5th Edition. A"statement....that product has not been affected by changes made
to the Florida Building Code since last approval" has been requested by the manufacturer. Please review and
utilize the table below to suffice this request.
Standards Reference Table
Product UL File FBC 2014 FBC 2017 Equivalency Technical
Reference Reference Remarks
ASTM D3161 R3919 ASTM D3101-09 ASTM D3161/D3161M -16 Yes No remarks
ASTM D3462 R2819 ASTM D3462-09 ASTM D3402/O3482K8-1OA Yes No remarks
ASTM D7158 R2919 ASTM D7158-08d ASTM D7158/D7158M—11 Yes No remarks
UL 1897 R3225/R18590 UL 1897-04 UL 1897-12 Yes No remarks
Under UL's on-going Follow-up Service, the manufacturer is authorized to use the UL's Listing Marking on such
products, which comply with the Follow Up Service Procedure document and any other applicable requirements
of UL. Only those product .vxhinhpropadybenrtheLebormtmhao' LiotingK8orking. aneoonoideradaaUotodby
UL.
furtherFor det�i|�mbnutth�ounentcm��omUunmpu�UohedforTmnnhoBui|ding �roductn |nc' p�aomoeeUL's
|
online certification directory found at www.ul.com.
If you have any further questions about this information, please feel free to contact the undersigned.
Very truly yours, Reviewed by:
WILLIAM MARSHALL(ext. 42735) ALPESH PATEL42522)
EnQineahngAsooc�te Lead (ext.Staff Engineer
UL LLC
s3apnnxstcnRoad,Northbrook,uawo*zaoyoUSA
T:o4r.2r2.onon/F:mn.2,z.81uy/W:uunm
Certificate of Authorization No. 29824
17520 Edinburgh Drive
3.-
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6TH EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017
P.O. Box'1404
Joplin,
2
(417)624 6644 RFCFI'O
O
http://www.tamko.com (71.2 z;
Pe"�rtti 20/ ;.
Quality Assurance: UL LLC(QUA9625) St Gu eSOU eDt
SCOPE
144
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION
TAMKO®ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO®ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard® • with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
TAMKO®No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with.asphalt.
Organic Felt
TAMKO®No. 15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®TW Metal and Self-adhered,flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAM KO®TW Self-adhered, flexible, ASTM. D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001.4 FL12328-R8 Page 1 of 4
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.
' ---,
m�x�om�0NGP���Cm� ��
CREEK .
TAMKoUndeduvmo�o
r
TECHNICAL SERVICES, LLC
TAMKO®TAM-FELT A\harnatahoASTN1D228.Typo |ondType \| undodaymentconatmutedfromanon'
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
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.
The roof deck shall Ueconstructed ofclosely fitted plywood sheathing for new nrexisting oonatruotion� Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8^ gap at abutting
joints.
The minimum application temperature shall be 50°F except as follows:
a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOC)TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKO®Moisture Guard®shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's nocommondoUone, but in no case shall
exposure d 30 days
Exception: TAMKO®TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt . Panels and Surfaced Roll Shingles and Slate Clay and
unde,|aymwru Shingles Shingles Roofing Shakes Shingles Concrete Tile
TAMKOC)ASTM Slate y, N N N N Y
Surfaced Roll Roofing
TAMKO®ASTM Tile N w N N N Y
unde,|aYmenu
T/mmw%}C)xxaster Smooth Y, N N N N N
TAMKO®Moisture Guard® Y N N N N N
T/MKO0No.15 ASTM ,
Asphalt Saturated Organic Y Y Y Y N N
Felt
T»moKo®No.1euLAsphalt v y y y« Y N
Saturated Organic Felt
TAMNO®Nv.'oVASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt ,
T/mnKO®No.onuL Asphalt y y v N Y N
Saturated Organic Felt
TAMmO®TW Metal and Tile y y N N N Y
Underlayment
TAMKO®1W Underlayment Y Y N N N N
TvwmmO®zAM'FscT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001.4 pU2328-R8 Page um4
isdvdo�O��ofFloridaproduct approvalunderRu�61G2e3 The manu�cm,u,shall notify CREEK
--evaluation
��, —'.'u o'°nvp,ouvouchengovorq�u\)�yooxvrmnnochanges m h ,modur�ivnvo,whicxtxio report is valid.— installation, recommendedmhe,pmdm�aut�bu�s�at are not
Th�ova�a�onn,pu�doeommoxpm000nrknp�wmn�n�. use, or
12i; Certificate of Authorization No. 29824
REEK 17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL. SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, Sr"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017
P.O. Box 1404
Joplin,MO 64802
(417)624-6644
http://www.tamko.com
QualityAssurance: UL LLC(QUA9625)
( )
SCOPE
Category: Roofing
Subcategory: U n d e rl aym e n is
Code Sections: 1507.1.1
Properties: Physical properties
•
PRODUCT DESCRIPTION
TAMKO®ASTM Slate ASTM D 6380,Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO®ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard® with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
TAMKO®No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No. 15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 ASTM - ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®TW Metal and Self-adhered,flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001.4 FL12328-R8 Page 1 of 4
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.
|
. '`
| .
�����)���0~�0�� TAMm}mu|L�NGPRDDoUTS.U«�
���0��0�*0����^ TAMmoUnde,laymmms
��� TECHNICAL SERVICES, LLC
TAMKO®TAM-FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non-
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
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.
The roof deck shall boconstructed cfclosely fitted plywood sheathing for new urexisting conatruotinn. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting
joints.
The minimum application temperatre shall be 50°F except as follows:
a) The minimum application temperature of TAMKO®TW Metal and Tile Underlayment and TAW1%O@>7W
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKOO Moisture Guard()shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendetiona, but in no case shall
exposure exceed 30 days
Exception: TAMKOO TIN Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substratesinthenon-HVHZ`
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
- Asphalt Panels}� � M�u mvv Surfaced...� ' M Wood �ngles u^| � Slate ���� `Clay arid '
Underlayment Shingles Shingles Roofing �` ` Shakes ' �`Shingles Concrete Tile
TANIKJC)ASTM Slate \" N N N N Y
Surfaced Roll Roofing
TAMKO®ASTM Tile N N N N N v
Underlayment
TAM KO®Master Smooth v, N N N N N
TAMKO®Moisture Guard® Y N N N N N
T@moK[C)No.1eASTM -
Asphalt Saturated Organic Y Y Y yu N N
Felt .
TAM KO®No.15 UL Asphalt y y y yu y N
Saturated Organic Felt
T/MKoC)No.30ASTM
Asphalt Saturated Organic Y Y Y Y Y y
Felt
T/ummo®No.oouLAsphalt v y Y N Y N
Saturated Organic Felt
TAM KO®TW Metal and Tile v y N N N v
Underlayment
TAMKO®TW Underlayment Y Y N N N N
TxnmnummTAM'FscT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TaP14001.4 FL12328-R8 Page 2 of 4
This evaluation report is provided for State of Flridmd ct approval underRule V1ou0-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes o /i ssurance changes thh t 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 E
TECHNICAL SERVICES,LLC TAMKO BUILDING PRODCUTS,INC.
4 TAMKO Underlayments
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049), TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(fST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 1
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
TBP14001.4 FL12328-R8 Page 3 of 4
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 PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
►►►►uiIrw,i
R, :• °• ,,% 2017.10.19
•
No 74021 12.15.58
•
�_ -04'00'
:53• STATE OF •1
%CT•'••1 P.' .` • Zachary R. Priest, P.E.
••0 R 9.•" C?��`� Florida Registration No.74021
�"i,,'ONp� �`�� Organization No.ANE9641
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
TBP14001.4 FL12328-R8 Page 4 of 4
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 PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
it
TBP14001.4 FL12328-R8 Page 3 of 4
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.
l` CREEK TAMKO BUILDING UnderlTS,INC.
-- TAMKO Underlayments
.-. TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
li
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
sO,%%%%IIIttIII$RY R. pill/
, �GENS• F -- 2017.10.19
tii.-• ' -;No 74021 ' 12-15-58
* _ -04'00'
:153'. STATE O
F :4/::
' ••
--'--T�s•.S�ONALP�.`�"� Florida
Zachary R..Priest, P.E.
74021
Organization NolANE9641
i11111itIE
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.
1/4
IIS
END OF REPORT
TBP14001.4 FL12328-R8 Page 4 of 4
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.