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FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
- Joplin,MD 64802
(417)624-6644. Ext 2305
[-RE7CEIVED
kerri eden@tamko.com
jAuthixed Signature Kerri Eden
OCkerri_eden@tamko.com
V18
cai Representative iCerri Eden
ST. Lucie , s/Phone/Emali PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Emali
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect ora Lkensed
Florida Professional Engineer
A+aL 0 Evaluation Report-Hardcopy Received
Florida.Engineer or Architect Name who developed Zachary R.Priest
0 the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality-Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COT TBP15001.4 2017 FBC Eval Report Shingles final.odf
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 Eguiv UL letter for standards for FBC 2017.odf
Sections from the Code
Mips://wvw.floridabuil.ding.org/pr/pr-app dtl.aspx?param=wGEVXQwt;DquvosrHazGXQ... 1/3/2018
Florida Building Code Oiu ime 1 agt4 L Vl z.
I
Product Approval Method Method 1 Option D,
j
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FRC Approval 10/08/2017 i
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 HVH2:Yes FL183S5 R4 II TBP15001.4 2017 FBC Eval Reoort Shingles
Approved for use outside HVHZ:Yes fi"nal.0
Impact Resistant:N/A Verifted 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
FLIS355 R4 AE T81315001,41 2017 FBC Eval Reoort
Shingles final.odf
Created by Independent Third Party:Yes
Back Ne#
E
v
n ct U ::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Capvrloht 2007-2013 State of Florida :i.Privacy Statement::Accessibility Statement t:Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-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 traditionalmail.If you have any questions,please Contact 850.4871395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed tinder Chapter 455,F.S.must provide the Oepartmerit with an email address If
they have one.The emails providedmay be used for official communication with the licensee.However email addresses are'puhlic 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 er .
Product Approval Accepts:
� sw �
Credit Card
safe•!!!���
https://www floridabuilding.org/pr/pi�app 113/2018
Certificate of Authorization No.29824
O' CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480--3421
EVALUATION REPORT FLORIDA BUILDING CODE,.e EDITION(2017)
Manufacturer; TAMKO BUILDING PRODUCTS Issued September 25,2017
h
220 West 4" Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
TuscaloosaAL
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. Standard Year
PRI Construction Materials Technologies(T$T, 5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-061-02-01 TAS 100 1995
PRI Construction Materials'Technologles(TST5878) TAP-054-02-01 TAS 100 1095
PRI Constmction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(17ST6878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction.Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1,995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995,
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PR1 Construction Materials Technologies(TST5818) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM b 6381 200(2018)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM 0 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D Mral 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC,(r$T6628) I0CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 126A24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM 1)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(ANEI 1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Pagel of 11
This evaluation report is provided for State of Florida product approval under Ruie 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 riot express nor imply warranty,installation,recominended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles {
TECHNICAL SERVICES,LLC
i
PRODUCT DESCRIPTION
Elite GlassSealO 12-1/4"x 36', ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab l
(Frederick,Joplin& -asphalt shingle.with-fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying.with ASTM D 3462:
i
Glass-Seal 12-1/4"x 36", ASTM D 31-61, 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 i
Tuscaloosa) ceramic granules complying with ASTM D 3462. I
Glass-Seal_ . 12-1/4"x 36', ASTM D 7158, Class H'self-sealing;3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying i
with ASTM-D 3462. Shingles shall be used in the non-HVHZ only. .
Heritage® 13-1/4" x'397318", ASTM D 3161, Class F and ASTM D 7158, Class H, fiberglass
�.(DaMir.,-Stederick- reinforced; laminated architectural asphalt shingle surfaced. with mineral granules
:Joplin;Phl.Ill'psburg,& complying with ASTM D 3462.
-Tuscafaosa);
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.
HeritageO 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 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.
PRODUCTS
MCREEK TAMKO BUILDINGAsphalt Shingles
TE6HNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seat® Basic Wind Speed(Vlt): Max. 194 mph
(Frederick,Joplin& Basic Wind.Speed Max. 150 mph
Tuscaloosa) Deck(HVHZ)-- In accordance with FBC requirements;
& Solidly sheathed min. 19132 in, plywood or wood plank for
Glass-Seat new construction; Min. 15/32 in. plywood existing
(Frederick,Jdplin(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): Install'ed with 5-1184nch 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
-•---........-_.... 67ff
Nailing
Area
SM Edge
Figure 1. Elite Glass-Seal&.Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing'—,-- ------------........0.../ ............. .............................. - 6-7/8
Area
Buft.Edgle
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
T8P15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The-manufacturer shalir 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,installafion, recommended use,or other product attributes that are not
specifically addressed herein.
• ���y�E.a� TAMKOBUILDING PRODUCTS
Asphalt Shingles
i
TECHNICAL SERVIC6s,LLC I
i
Heritage@ Basic Wind Speed(Vint): Max. 194 mph
(Dallas,-Frederick,Joplin, Basic Wind Speed(Vega): Max. 150 mph I
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 j
(Dallas, Frederick constriction,
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; i
& Solidly sheathed min. 15/32 in. plywood or wood plank for
HeritageO Woodgate new construction; Min.7/16 in.OSB-existing construction.
(Dallas&Frederick) Undedayment: In accord ance:with FBC requirements.
Min.slope: 2:12:and in accordance with FBC requirements. Refer to j
the manufacturer's application instructions when installing I
shingles at slopes greater than,21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS I
115 and manufacturer's published in 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`'' COMMON
VBOND
l
-118" Papo
SURE 6-518"
,l 1" �- 12-112 -►�-- 12-318" --►� 127112"-►I �111--1"
Figure 3. Heritage@, Heritage@ Premium,and HeritageO Woodgate(Dallas)
4 Nail Pattern(nori-HVHZ only)
.FASTENERS NAIL ZONE
COMMON
BOND
6-118" EXPOSURE 5-5/8"
1'=-►I �7-1/2' .7-172"�-7-3I8"►h-7-1/2"-►�-7-112`,'-►+ �—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 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
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONEI
ASTENERS COMMON BOND
i
ii-118" EXPOSURE55/8"
1" �7-1/2=►�7-1/2+7-318' 7-1127-1/211�
{
Figure 6. Heritage@ Woodgate
6 Nail Pattern
I
t
Common Bond
FASTENERS
I
i► iY i
Mr) T
to
'r I
39-318" I—
Figure 6. HeritageO,Heritage®Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
i
a
PAINT
GNE'_�
7-718" _ —__NAIL ZONE
EDGE OF
6=118" COMMON
BOND
EXPOSURE
5-6/8"
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
TBP15001.4 - FL18355-R4 Page 5 of 11
This evaluation.report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance-changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
����� TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic-Wind Speed(Vw); Max.194 mph
(Frederick) 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(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
Pattem"or"6 Nail Pattern"detailed below.
NAIL ZONFJ
FASTENERS' COMMON BOND
{
51I2" EP
OSURE "
1��—►, �--- 11"---►�-�— 1211 --► --11"—►� �--1
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
i
NAIL ZONEt
FASTENERS COMMON BOND
6%11 F
SURE 5".
II Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
TBP15001.4 FI-18355-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 attributesthat arenot
specifically addressed herein.
TAMKO BUILDING PRODUCTS
11129ra
CREEK Asphalt Shingles
TECHNICAL SERVICES;LLC
Heritage@ Woodgate, Basic Wind Speed(Vwt): 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.7116 in-0S13 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 -(Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 44 Nail
Pattern"or°6 Nail Pattern'd6talied below.
NAIL ZONE!
FASTENERS
COMMON BOND
IWT
EXPOSURES!
TI-q 11" —+-12-3/&'
Figure% Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAFLZONEI
COMMON BOND
FASTENERS
T
EXPOSUIEY
Figure 11. HbritAgeOD Woodgate,(Frederick)
6 Nail Pattern
TBP15001.4 FL18,355-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.
•
aCREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC i
C
Heritage@ Vintage@' Basic Wind Speed(V,,,1): Max. 194 mph
(Phillipsburg) 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. 1
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"ort Nail Pattern"detailed below.
1
4d'
E poswe
nmoaa z .'Notch
i
Fwtenas Nab
ore
17-112"
5'
apposure
-1 -1
' �--tw.rs—+•� f*--lays—�
Figure 12. HeritageO Vintage®
5 Nail Pattern(non-HVHZ only)
_ Exposu!
w
Notch
6 61
Famenm Na
- - — - - — - - one
J2
Li I j I ecpostrro
1-
s�rr---►I
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 throughoutthe 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
CREEK TAMKO BUILDING?
Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V,,jt): Max. 194 mph,
(Frederick&Joplin) Basic Wind Speed(Vasa): 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
Underlayment: new construction;Min.7/16 in.08B existing construction.
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 manufacturers published installation in-structions.
The direction of the exposed end shall be away from the
prevailing wind.
Diredtion of prevailing wind
A
Start 5-1/8" exposure
here-,
Fn].
Star
here
Figure 1 !exposure
Fastener Fastener
Figure 21/4Figure 3
"
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.61 G20v-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
CREEK TAMKO BUILDING
Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip 8.Ridge Basic Wind Speed(Vat): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vaud): 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: 212 and in accordance with 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
Start 51' exposure
here--.;,
Start
here 511 exposure
Figure I
lop
ter
Fastener Fastener
Figure 2 IMP Figure 3
Figure 15. VintageO 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 noffy 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
'SCREEK 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.
s.
3) The mean roof height shall be restricted to.a maximum 33 ft in'the HVHZ.
4) 'Classification to ASTM D 7154.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 FBG, 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'ligted in this report shall be manufactured under a quality assurance program in compliance with
Rule 611320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,61"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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CERIFIFiCATION 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.