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Fl-# FL18355-R4
�ov,ar-
Application Type Revision ��ff
Code Version 2017
Application Status Approved
Comments
Archfved p
Product Manufacturer TAMKO Building.Products,Inc.
Address/Phone/Emali PO Box 1404
t Joplin,,MO 64802
(417)624-6644 Ext 2305
kern—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
kerri_eden@tafriko.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 Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Lit Validation Checklist-Hardcopy Received
Certificate of Independence FL1_8355 R4 COI TBP15001.4 2017 FBC Eval Report Shfnotes final.pd
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
FL183S5 R4 Enuiv UL letter for standards for FBC 2017 odf
Sections from the:Code
hqs://www.flor,iclab,Wlftg.org/pr/prl_�app_dtl.aspx?param=wGEVXQwtDgtivosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method I 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
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 Zge,and
Vintage Hip and Ridge Shingles
Limits of Use Install6tildn Instructions
Approved for use In HVHZ:Yes FL18355 M 11 TBPI5
001.4 2017 FBC Eva[Report Shingle
Approved for,use outside HV14Z:Yes final r)d
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 T8P15001A 2017 FBC Eval Reno
Shingleg final.od
Created by Independent Third Party:Yes
E-E-1 r._e._Ij
Contact Us::260I Blair Stone Road Tallahassee FL 323w Phone:$59-487-1824
The State of Florida Is an WESO employer.Cppyricifti:2007-20135tate of Florida ::Privacy Stateme *.*Accessibility stateme ::Refund Statement
Under Florida law,email addresses are public records.if you do not want your e-mall address released In response to a pubfic-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(l),Florida Statutes,effective October 1,2017,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 Dqpartment 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 her .
Product Approval Accepts.
FC_R'R M
Credit Card
Safe
https://www.floridabuilding.,brg/pr/pi_'app__Otl.aspx.'?param=wGEVXQwtDquvosrHazGXQ... 1/312018
Certificate of Authorization.Na.29824
CREEK17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,e:EDi*nON(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West e Street
Joplin MO 64801
(417)64-6644
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.
iu& 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-166-02-01 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 160 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1996
PRI Construction Materials Technologies(TST5878) TAP-316-02-01 ASTM D 6381 2008(2018)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)p1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
-UL LLC(TST9628) OBCA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) I0CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10GA64882 ASTM D 3161 2018
UL LLC(TST9628) IINK14014 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)el
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(ANE1 1669) 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,orother product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles }
TECHNICAL SERVICES,LLC {
4
i
PRODUCT DESCRIPTION
Elite GlassSeaM 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 1
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 r
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying f
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
:(Dalfas,:.Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
s Jopim,•I?liillipsburg-& complying with ASTM D 3462.
Tuscafuosa)
Heritage®Premium 13-1/4" 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 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. j
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 13-114" x 39-3/8", ASTM D 31.61, 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.
1 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 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
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(Vult): Max. 194'mph
(Frederick,Joplin'& Basic Wind Speed(Vbd): 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. 15132 in. ply-wood 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/I3'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 571/8-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'detail-ed below.
NAILS
Nailing 6-70
Aroa
M Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
...__.._. ......__..---...--•.... ................... 6-7/811
rj
Area ................. ...................i..........
Butt. dge
Figure 2. Elite'Glass-Seal&Glass-Seal
6 Nail Pattern
TBP1500I..4 FL18356-R4 Page 3 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.
����" �� TAMKO.BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vut): Max. 194 mph i
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd)' 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 i
Heritage®Woodgate new construction; Min.7116 in.OSB existing construction. l
(Dallas&Frederick) Underlayment: In accordance with FBC requirements. C
Min.slope: 2:12 and in accordance with FBC requirements. Refer to l
the manufacture'r'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 ZON E
VCOMMON
BOND
EXPOSURE 5-518"
i
1" - 12-11211-►r-- 12-318" -►�- 12-112" r--1"
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONECOMMON
BOND
6-1/8" EXPOSURE 5-518"
' t" �t7-112"-►r-7-1J2"-Mh-7-3/8"�f-7-1/2"-►�-7-1/2"-� �-1
Figure_4. Heritage@&Heritage®Premium
6 Nail Pattern
i
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.
CREEK7AMK0 BUILDING PRODUCTS
K Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL`ZONEI
ASTENERS. COMMON BOND }
r
T
6-118" L EXPOSURE 5 518"
l
L� _'I '_II' �7 ',_f
� '''i'" �` 'r ' ''tom u'
1" 112" 7-1I2'. �/8" 1/2 7-112 1
Figure 5. HeritageO Woodgate
i
6 Nail Pattern
I
114--12-1/0-1
1 -12-1/2" i1"117
W1 Common Bond
FASTENERS ;
M �
�o �
�W
i 'r
39-3/8"
j Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7_718" _ _ _ _ _} NAILZONE
Y� -EDGE OF
6=118" COMMON
! BOND•
AL
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
QO 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
TBP15001.4FL18355-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
TECHNICAL SERVICES,LLC
HeritageO Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vsd): Max. 150 mph
Deck(HWIZ): 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. 15132 in. plywood or wood plank for
.new construction;Min.7115 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12'9nd 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, I
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"13 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
0
SURE
12
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ orily)
NAIL ZONE'
FASTENERS COMMON BOND
7
51/211 EXPOSURE 5"
-LL
Figure 9. Heritage®Prem' ium,(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report isprovided 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.
PRODUCTS
C R E E K TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basi&Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(VQ: Max. 150 mph
Deck(Non-HVHZ)7 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 manufacturers application instructions when installing
shingles-at slopes greater than 21:12.
Installation (NonrHVHZ): 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
IWT
EXPOSURE 5"
Figure 10. Hentage@ Woodgate.(Frederick)
4 Nail Pattern,(non-HVHZ only)
NAIL ZONEI
FASTENERS COMMON BOND
t
T
112, jWEXPOSURE 511
a 4r
Figure 11 HeritageOW. 00dgate(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,.insta.1laboh, recommended use,or other product attributes that are I not
specifically addressed herein.
DING PRODUCTS
L9 TAIVIKO BUILAsphalt Shingles
1�1111
= TECHNICAL SERVICES,LLC
Horltage(OV!ntageO Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In,accordaince with FBC requirements;
Solidly-sheathed min. 19/32 in. plywood or wood plank for
new constructilon. 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 manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): 'Installed with 5 in. exposure in raccordance 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.
4d!
Exposure
Notch
Fwtenars
ecposuie
+
Figure 12. Heritage@ Vintagd@
5 Nail Pattern (non-HVHZ only)
N Nold,
T'�
Fastemys
Z Z
one
7-
Expmum
Figure 13. Heritage@)Vintage
6 Nail Pattern
TBP15001.4 171-18355-134 Page 8 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.
DING PRODUCTS
CRTAMKO BUIL
EEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vlt): 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.
Undertayment: In accordance with FBG requirements.
Min.slope: 2:12 and,in accordance with FBG requirements.
Installation: installed with 5-1/8 inch exposure in accordance with the
FBC: and manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
here-
F! !!
Start
Figure 1 here 5-1/8"exposure
V
X Fastener
astener V871
Figure 2 4 -Figure 3
1111 .
Figure 14. Hip&.Ridge(Frederick&Joplin)
TBP16001A FL18356-R4 page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall n-otify 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 8 Rid90 Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V.rd): Max. 150 mph
Deck(HVHZ): In accordarice 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 Wth.FBC requirements;
Solidly sheathed min, 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSI3 existing construction.
Underlayment In accordance with FBC requirements.
Min.slope: 2:12 and In.accordance Wth'FBC requirements.
Installation: Installed with 5'inch exposure in accordance with the FBC
and manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Wrt 511 exposure
n —
I Fn]
n
aStart
4a —
here 51' exposure
figure I
ivy
Fastener astener
5-1/2"
Figure 2 Figure 3
Figure 15. Vintage@ Hip&Ridge(Phillipsburg)
TSP15001.4 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
Tedhnical 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
1) Fire Classification is ndt 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. I
3) The mean roof height shalt be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall,be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this, report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule.61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R.Priest, P.E. have demonstrated compliance with the Florida Building
Code,6r"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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:-�'V E N s�.Fs�, 2017.09.25
No 7402 11 :31 .41
70�•. STATE OF : lU!
-04'00'
Zachary R. Priest, P.E.
.c�•0 R ! P�N `,' Florida Registration No.74021
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
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 64G20=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.