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.FL# FL18355-114
1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products,"Inc.
Address/Phone/Email PO Box 1404_
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrL-eden@tamko.com.
Authorized Signature, Kerri Eden
kerrl_eden@tamko.com
Technical Representative Kerri Eden
.Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrl_eden@tamko.com
Quality Assurance Representative
i Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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'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.
A 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 year
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 Eauiv UL letter for standards for FBC 2017.pdf
https:/twww.floridabuilding.org/pr/pr apP dtl.aspx?param=.wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJlukQ%3d%3d 112
8/16/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
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
j 18355.1 Glass-Seal,Elite Glass-Seal, :ASTM D 3462 asphalt shingles and hip and ridge shingles j
Heritage,Heritage Premium,
Heritage Woodgate,Heritage I
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles, } ��
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes i FI IS355 R4 II TBP15001 4 2017 FBC Eval Report ShingL- �
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
j Other:See evaluation report for limits of use. Evaluation Reports
FI l8 55 R4 AE TBP15001 4 2017 FBC Eval RemShin_gLu
final.pdf
( ( Created by Independent Third Party:Yes
i— 0
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The state of Florida Is an AA/EEo employer.eoovriaht 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
mall 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 emalls
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:
Credit Card
Safe
https://www.floridabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2XugwuWmY6PQIJlukQa/o3d%3d 2/2
' i r
r Certificate of Authorization No.29824
-- 17520 Edinburgh Dr
` Tampa,FL 33647
TF—CHNOCAL SERVICES= ➢ LC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CooE,a EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS. issued September 25,2017
220 West4'"'Street
Joplin,MO 64801
(417)624-6644
i
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,.AL
l
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
Enti Report No. t ndard 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
PRl Construction Materials Technologies(TST5878) TAPA 402-01 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 1oD 1995
.PRI Construction Materials Technologies(TST5878) TAP-007-02-01 TAS 100 1995.
PRI Construction Materials Technologies(TST6878) 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) 0214K9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 -•2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 •.2008(2013)e1
UL 2390
i 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) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148746 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 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
I�4� ►fly Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-114"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. Shin-gles 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.
TAMKO BUILDING PRODUCTS
fl`� Asphalt Shingles
TECHNICAL.SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed,(Vuit): Max.194 mph
(Frederick,Joplin,& Basic Wind Speed(Va,d): 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;
i Solidly sheathed min, 15/32,in. plywood or wood'plank for
new construction;Min.7/16 in.OSB existing construction.
Undedayment: In accordance with FBC requirements.
:Min.slope: , .2.12 and in accordance with FBC requirements. Refer to
I 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 Pattem" 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
NaTng - - -......- _ __ _ J- 6-7Y9"
Area
Butt Et#ge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattem(Non-HVHZ only)
NAILS
• `fin .-_ 1":
Nailing - — — --------- -- — — �:: ` — --
AM
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
I
T80,15001,4 FL18355-R4 Page 3.of 11
This evaluation'ieport 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.
�R�I TAMKOBUILDINGPRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V„it): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vega): 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.7116 in.OSB existing construction.
(Dallas&Frederick) Und6dayment: 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.
FASTENER$ NAIL ZONE
COMMON
BOND
6- 8" EOSU RE 6-618"
1" I - 12-1/2"-►� 12-318" -►'t- 12-1/9-`� �--1"
Figure 3. Heritage@,Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS4" NAIL ZONE
COMMON
BOND
610__ EXPOSURE 5-51W
i�-►� h-7-1/2"-►�-7-1I2"-�T3r8"�-7-1/2°�-7 1/2"� h—i"
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 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
r=' CREEK
l� Asphalt.Shingles
TECHNICAL SERVICES,LLC
! NAIL ZONE/•
ASTENERS COMMON BOND
i
F
RE 5 5/8"
1° ' 112" 7,1/2 -3li3" 1I2 7-1l2 1
Figure 5. Heritage®Woodgate
6 Nail Pattern
� - -►�i"�1"i�-12-10 =�
Common Bond
. FASTENERS
E L I
N �
1X.
�W
39-3lB"
i
Figure 6. Heritage®,Heritage®Premium,&.Heritage.®Woodgate
Alternate 6 Nail Pattern
PAINT'
LINE
7-7/8" — _ }NAIL ZONE
EDGE OF
6-118" COMMON
AL
BOND
EXPOSURE
5-5I8" .
ACCEPTABLE
FASTENER,LOCATION
! DO NOT FASTEN
ALONG EDGE 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
i
.!TBP15001.4 FL16355-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 producU 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.
EjCREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,L.LC
Heritage&Premium Basic Wind Speed(V,ir):. Max.194 mph
(Frederick) Basic Wind Speed(Vase): 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. 15132 in. plywood or wood plank for
new construction;Min.7/16 in.0S13 existing construction.
Undedayment: 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
5112" EXPOSURE 5"
1'�—+I �— 11"—►� 1211 lilt
Figure
Figure B. Herita9e@ Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONEI
FASTENERS COMMON BOND
51/2" EXPOSURE 5"
�-91/2!L- T 9"—+3-'I'-51/2° I*--711
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.
I
`� TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
Heritage®Woodgate Basic Wind Speed(V„t): Max.194 mph
(Frederick) Basic Wind Speed(Vesd): Max.150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood.or wood plank for
j new construction;Min.W16 in.OSB existing construction.
j Underlayment: In accordance with FBC requirements.
'.Min.slope:. 2:12 and in accordance with FBC requirements. Refer to
1 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
I requirements and:.manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
I
Pattern"or"ti Nail Pattern"detailed below.
,I
NAIL ZONEI
FASTE ME S COMMON BOND
;IqT
} EXPOSURE V!
-*.-..12-3I811 IV
Figure 10. Heritageg Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZON EI
FASTENERS COMMON BOND
iWEXPOSU
RES"
1"� f 4-.9.1/2°�►�+3' 9�3/8°�►143' -9-1/2" �1-1°
"Figure 11. Heritage®"Woodgate(Frederick)
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 7 of 11
i This evaluation-report is provided for State of Florida product approval under Rule 6JG20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product"changes or quality assurance changes throughout the duration for which this report 1s valid.
This evaluatiomreport does not express not imply warranty,Installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
1CREEK Asphalt Shingles
TECHNicAL SERVICES,LLC
Heritage@ Vintage@ Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vega):• Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 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. 15132 in. plywood or wood plank for
new construction;Min.7116 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 Pattem" 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.
Oar
5 ugmme � Fxposwe
��r z tbfzh
b, Fayenes Ibn
-- -- -- -- - - - one
s°
upw,re
•v .
Figure 12. Heritage@ Vintage@
5 Nail Pattern(non-HVHZ only)
.o• Notch
+era Not
a�
s
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.
TAMKO BUILDING PRODUCTS
CREElI Asphalt Shingles
TECHNICAL SERVICES,LLC
f
Hip&Ridge Basic Wind Speed(V„it): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Va,d): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;.
i Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 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 5-118 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
Meart H5-1/8"exposure.
rer
' hheret
Figure 1 5-1/8"exposure
SAS
` Fastener i F stener
Figure 2 Figure 3
1/4
Figure 14. Hip&Ridge(Frederick 8 Joplin)
i
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.
CREEK TAMKO BUILDING PRODUCTS
1 Asphalt Shingles
` TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„ir): Max.194 mph
(Phillipsburg) 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(Nbn-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7116 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
Start 51' exposure
O
l 11
Start
here 5" exposure
Figure 1
1"
Fastener Fastener
Figure 2 1 4 Figure S
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-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.
i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
i
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.
I 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,-6th Edition(2017)as,evidenced in the referenced documents submitted by the named manufacturer.
,��IlurtUy
2017.09.25
No 74021 = 11 :31 :41
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'p0:•. STATE OF :��
0,� •.�� P,:���.` Zachary R.Priest,P.E.
R:,. �% Florida Registration No.74021
Sift ON�q� ��' 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.
CREEK Technical Services,LLC Is not owned,operated,or controlled by any company manufacturing or distributing products under
i
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_