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FL# FL1835S-R4 N10V ° 9Application Type RevisionCodeVersion 2017 ST. Lucie Countymitting
Application Status Approved
Comments
Archived e%opy
Wf
Product Manufacturer TAMKO Bu in
"L4 9
L' L"
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 Kerri 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
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 10/18/2021
Validated By Locke Bowden P.E.
r` Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva] 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 Equiv UL letter for standards for FBC 2017.pdf
t4sJ/www_8o4dabuilding org/pr/pr app dd.aspx?param--vGFVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJlukQ%3d%3d 112
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
r
FL# Model,Number or Name Description
355.1 Glass-Seat,Site Glass-Seat, 4 ASTM D 3462 asphalt shingles and hip and ridge shingles
I Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
j Hip and Ridge Shingles
i
Limits of Use I Installation Instructions
Approved for use In HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf
Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third PartyYes
Other:See evaluation report for limits of use. jh Evatuatim Retorts
FL18355 R4 AE TBPi'5001.4 2017 FBC Eval Report Shingles
frnal.pdf
Created.by Independent Third Party:Yes.
Contact Us::2601 Blair Stone Road,Tallahassee 8.32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copvrfoht 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 boa 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 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 avaiiable.to the public To determine ifynaare,a lirnrtseaunder Chapter 455,FS„please dick here.
Product Approval Accepts
xrrF;; `�� tCtetk
Credit Card
Safe
httpsJ/www.floridabuilding.orWpdpr app d8 asp)OparanF-wG€VXQwtDQuvosrHazGXQW83MPT3uoiKzDIM2XugwuWmY6PQIJlukQOA3d%3d 212
Certificate of Authorization No.29824
C Rol E E K 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4r"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: 1504.1.1,15D72.5, 1507.2.7.1,1523.6.5:i
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 1995
PRI Constriction Materials Technologies(TST5878) TAP-059-02-01 TAS 100, 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-61 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) TAP315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(T5TB878) 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 A FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTZ
CREEK AsPtMftSW-Q1d*
TF-CfNICAL SERVICES,LLC
PRODUCT DESCRIPTIM
Elite Glass-Seats 12-I14'x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self searinp.3-
(Frederick,Joplin& asphatt'shingle vAth fiberglass mat coated on both sides with.asphalt and surfaced with.
Tuscaloosa)- ceramic granules complying with ASTM D 3462.
Mass-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 sidesVith asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Wass-seal 12-114"x 36",ASTM D 7158,Class H self-searing, 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 shah be used in thenon-HVHZ only,
1 Heritage@ 13-114" 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,Phillipsbu complying with ASTM D 3462.
Tuscaloosa)
Hen Premium 13-114' x 39-318", 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 127 x 36", ASTM D 3161, Class F and ASTM D 7158', Class R fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced With mineral granules complying with
ASTM D 3462.
Heeitage@ Vintage@ 17AI2"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 vAth*mineral granules complying vAth 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.
TBP15001A 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.
T'his 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(V„it): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(V w): Max.156 mph
Tuscaloosa) Deck(HVHZ): to 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. 15132 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 FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
.................... -
671'181°
Area .................._..... __ _...•----._.....•-- ---••-......---...- 5-
ET
W
124ge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ.only)
NAILS
Naffing'-. _. _-------•----------— — ._....... ---- __......... - 6-71811
Area ....... _ -•-••-_..._..__....._._....._.-s._._.._._................ ........
rJ-'1�8
R`
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal.
S Nail Pattern
TBP15001A FL18355-R4 Page 3 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
CREEK Asphalt Shingles
TECHNICAL S;rRvicEs, LLC
Heritage® Basic Wind Speed(V,,,): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V,,rd): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVH4. In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in-plywood or wood plank for
Heritage®Premium new construction; Min. 15132 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.0SI3 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 Pattem" 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 Mail Pattern"detailed below-
FASTENERS NAILZONE
GOMMON
BOND
6
- 8" EXPOSURE 6-6/9'
11 k- 12-11211--+- 12-31811
Figure 3. Heritage@,Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL AIL ZONE
/COMMON
BOND
SURE 5-518"
7-,1/2"-�- 7—V8-414-7-1)7 -7=11 �—i
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP15001A FI-18355-R4 Page 4 of I I
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
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
MAIL ZONE(
ASTENERCOMMON BOND
T
-118" EXPOSURE 5 518"
I" 11.7-112+7-1/2'+7-3/8+7-112+7-1/2A� �3-1"
Figure 5. Heritage@)Woodgate
6 Nail Pattern
12-1/2"-1
i ! Common Bond
FASTENERS
!
—
:�4fi,
t
r + d
m N �
In O
In X CD
W.!
4 39-3/8" I—
Figure 6. HeritageO, Heritage@)Premium, &Heritage@ Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/811NAII-20NE
6=1I8" DGE OF
COMMON
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
!Vail patterns frau f=igures 3,4,and 6 may be placed in the nail zone as described above
TBP15001.4 FI-18355-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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TEc-HNICAL SERVICES.LLC
Heritage@ Premium Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): 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. 16/32 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Undeflayment In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers 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
Paftem"or"6 Nail Pattern"detailed below.
NAILZONE/
FASTENERS J/1"OOMMON BOND
51/2° EXPOSURE �t°T
12"
Figure 8, Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
T - T
51/211 SURE 5"
-LL—
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.
Y
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage&Woodgate Basic Wind Speed(Vit): Max 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
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 (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 Pattem"detailed below.
NAIL ZONEf
FASTENERSCOMMON BOND
T
EXPOSURE 5"
11" 4-12-318"-4111-
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONEI
FASTENERS COMMON BOND
T
5.112" EXPOSURE 5"
1" 9-112" 3' 9 1$" 3'11s 9-1J2" �—V
Figure 11. HeritageO Woodgate(Frederick)
6 Nail Pattem
TBP15001 A F1-18355-R4 Page 7 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
ACREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(VWt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vad): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 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. 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.
44 4d-
n �psh
Notch
6„ FaMnets
Nail
ore ;
' s^
Exposure
i
Rla vera s-vs--+}+—ova
•v 1 .
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
461 - �R
j I Nouh
T ool
T
y lea Pt�9
Zone
17112'
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001 A 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
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vwt): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max-150 mph
Deck(HVHZ): In,accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;.Min.7/16 in.OSB existing construction.
Underlayment In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Stare—
rt 5-1/8" exposure
he
Start here
Figure 1 5-118" exposure
lit Ivy
Fastener ner
Figure 2 Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP1 6001 A 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(Vint): Max. 194 mph
(Phillipsburg) 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 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
4
Start 5yr exposure
here—
r Fn]
Start
Figure I here 511 exposure
sy 15
ner Fastener
5-1/2" -1/2"
Figure 2 1/
IV, Figure 3
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 heroin.
au��0�ND����,U�� 7��x2�au8J]UVGpRODU[�S
���������� Asphalt Shingles
TECHNICAL SERVICES, LILC
LIMITATIONS
1 Fire Classification isnot within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall bndesigned others meet the minimum design loads
established for components and cladding andi c nd with FBC requirements.
3) The mean roof height shall borestricted tnamaximum 33ftinthe HVHZ'
4) Classification boASTM D715U appliesbo exposure B&Cwith a building mean-roof height d8O-ftcrless.
5) Deck substrates shall be clean, dry, andfree from irregularities and debris. All fasteners iothe deck
shall.~checked for protrusion and corrected prior_____,.._-application.
G) Shingles shall be installed starting at the eavein 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 imobncdpna- Where discrepancies exist between these eourceo, 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 81G2O-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,61h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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Florida.13 STATE OF
Registration No 74021
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will 8acquire,ofinancial interest inany company manufacturing or distributing
products under this evaluation.
CREEKTenhoicm|Oomiceo'LLCismotowmod,opnngod.oroontrolledbyanynmnpenymnnufactuhngordistribuhngpmduutsunder
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�Priest,P.E.doesnothave,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END mFREPORT
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