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• FL# FL18355-1141i
Application Type Revision Vpd� �'I
Code Version 2017 y� �N' nA?
Application Status Approved
Comments j
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404 I
Joplin,MO 64802
(417)624-6644 Ext 2305
ke`&i_eden@tamko.com
Authorized Signature Kern Eden
kerri_eden@tamko.com
�I
Technical Representative Kerrl 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
ji
Category Roofing jl
Subcategory Asphalt Shingles
I '
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
L! Evaluation Report-Hardcopy Received
I
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. III
I✓ Validation Checklist-Hardcopy Received
Certificate of Independence EL18355 R4 iCOI TBP15001 4 2017 FBC Eval Report Shingles fin/I Rd
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
i
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 'EDuir-UL letter for-standards for FBC 2017.pdf
https:/Moridabuilding.org/pr/pr app dti.aspx7param--wGEVXQwtDquvosrHazGXQW83MPT3uoWzDIM2XugwuWmY6PQ[JlukQp/o3dp/o3d 1/2
c +
— i Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
`CECHNICAL S EFMCES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BuiLDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 0 Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5,1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES -- -
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043=02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-31402-01 Rev 2 TAS 1t)0 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) 02NKS507 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) OSNK03898 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) 1 OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24651 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(ANE11669) TBP15001.3 Calculations 2017
TBP_15001.4,.. _ .
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.
TAMKO BUILDING PRODUCTS'
j C R E E`K Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-114"x 36", ASTM D 3161, Class F a!nd ASTM D 7158, Class H self-sealing, 3-tabl
(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. Shirfoles shall be used in the non-HVHZ only,
Heritage® 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7156, Class H fiberglass)
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granulesil
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 fiberglassii
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules,i
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,j'
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with'I
ASTM D 3462.
Heritage®Vintage® 17-112"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.
I
HeritageO Woodgate 13-114" x 39-3/S", ASTM'D 3161, Clas's 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 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural II
(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 complyinglwith ASTM D 3462.
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TBP1.5001.4 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. j
This evaluation report does not express nor imply warranty;installation, recommended use, or other product attributes that are not
specifically addressed herein.
(I
L
G] EKK TAMKO BUILDING PRODUCTS
j'T� Asphalt Shingles
TECHNICAL SERVICES,U-C
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vuit): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): Max.150 mph
Tuscaloosa) Deck(HVHZ): in accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min, 15132 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: in accordance with FBC requirements.
Min.slope: 212 and in accordance with FSC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/6 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 5-1/6-inch exposure in accordance with FSC
requirements and manufacturer's published installation
Instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
_NAILS. .
Nairffg - ;
: 7J8�
Ares - _
t-Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
in
::,:..::a__
Nallln `-: ....__...._ _ ....._..__.' __.�:_.... _.......
18
_.
Area
5-R18"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 _. - _Page 3 of 11,
This evaluation-report is provided for State of Florida product approval under Rule 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.
GREEK TAMKO BUILDING PRODUCTS
Asphalt shingles
'i'ECHNICAL SERVICES, LLC
Heritage®- Basic Wind Speed(V„�: Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vase): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
HentageS 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
Heritagd@ Woodgate new construction;Min.7/16 in.OSB existing construction. i
(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�j
115 and manufacturer's published installation instructions:
Shingles shall be attached using °6 Nail Pattem detailed l
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC,
requirements and manufacturer's published installation;'
instructions.I Shingles shall be attached using either°4 Nail'
Pattem°or-t3 Nail Pattern"detailed below.
-_-FASTEN ERS t _- NAI L ZON E
COMMON
-_ BOND
EfCPOSURE 5-5/9'
1--� - 12-112n
12-318 --1- 12-1/21
u ' u
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate (Dallas)
4 Nail Pattern(non-HVHZ'only)
_._
- NAIL ZONE
= FA37ENERS _ CCIMMON
BOND
6-118" EXPOSURE 3-518°
1"- �i-7-il2"i�t-7-112°-►�E- 7�'V8" -7-112"-►h-7 112 �-1"
Figure 4. Herltage®&Heritage®Premium
6 Nail Pattern
TBP15001.4 FL18355-134_ 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.
I
a (
TAMKO BUILDING PRODUCTS
K Asphalt Shingles
TECHNICAL SERVICES, LLC
Zi3NEl
qL _
ASTENER GONIMON:BOND
.4.
r '
w
F.7(POSURE 5518",
1:.. �j.7=112 ►�.7-UZ'�j =7-3/8 1/27 .. .1"'
Figure-5. Heritage®Woodgate
6 Nail Pattern
t I
-►11' 12-112°-►�. i4---12-1/2"=--►�j'�1'14-
FASTENER$ -- i Common Bond
+ w 3918°. -
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
IL:ZONE
fail,g-1 .;EDGE OF
COMMON
- r
BOND
EXPOSURE
..ACCEPUBLI
;FASTENER LOCATION
DO.NOT FASTEN
ALONG EDGE.OF
---------- GOMMON'BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4, and 6 may be placed in the nalf zone as described above
TBP15001.4, _ FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall-notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK AsphattShingles
TECHNICAL SERVICES,LLC
Heritage@ Premium Basic Wind Speed(Vint): Max. 194 mph
(Frederick) Basic Wind Speed(Vssd): 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.7116 in.OSB existing construction.
Undedayinent: 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,1
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
COMMONBOND
EXPOSURE
Figu're 8. Heritage®Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAILZONEI
FASTENERS COMMON BOND
1 jun SURE 5"
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
TRP15001.4-- FL18355-R4 Page 6 of 11
This evaluation report is providedfor State of'Florlda 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.
CGi ? TAMKO BUILDING PRODUCTS
i Y Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V,,,,): Max. 194 mph
(Frederick) Basic Wind Speed(V8jjj): 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 Pattern"detailed below.
NAIL YONFJ
_-
FASTENERCOMMON BOND
00
- - S
EXPOSURE 9'
1'=� '�t- 11" : �i-12-318tt;--►�- 11" -� �-1°
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattem(non-HVHZ only)
- - - NAILZONE!
_ - - -- -
COMMON BOND
FASTENERS
v
EXPOSURE 5°
1" 9-112" 9-i12"
Figure 11. `Heritage®Woodgate (Frederick)
6 Nall Pattern
TBP-16001.4 FL18355-114 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.
II
TAMKO BUILDING PRODUCTS '
CREEK Asphalt Shinglesl'
TECHNICAL SERVICES,LLC
Herita e®Vinta e® Basic Wind Speed 9 9 p (V„n): Max. 194 mph ��I
(Phillipsburg) Basic Wind Speed(V8sd): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed'min. 19/32 in. plywood or wood plank
fori'
new construction; Min. 15/32 in. plywood exlsting'
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 toy
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 j'
requirements and manufacturer's published installation',
instructions. Shingles shall be attached using either"5 Nail!
Pattem"or"6 Nail Pattem"detailed below.
I
-
y u9t 6cposure
ona
171&
i - it
1.-ft
Exµaufe
'¢tX•--r�--.¢tin•—.--r�•�v-ub•===+�+—¢uu,+_ �;_ .._ I
V
Figure 12. Heritage.®Vintage®
5 Nail Pattern(non-HVHZ only)
it
r2pasure
+W®t
-- - 7
. I
- Ili
_ I l
�to-U+•----►I �•---t�tx—� li
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 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
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TAMKO BUILDING PRODUCTS
TECHNICAL-CREEK SERVICES,LLC Asphalt Shingles
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.
Undedayment: in accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC-requirements,
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
Start 5-1/5" exposure
here—
On
ere—
_I II
Start
Figure 1 hEre 5-1/8"exposure
1D!
r,.118
Fastener
Fastener
Fioure 2 1/4" Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP-15001.4 FL18355,-R4___ Page_9 of_1 1
This evaluation report is provided for State of Florida product approval under Rule 61G20-& The manufaotuier 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.
II,
MTAMKO BUILDING PRODUCTS,
G RE E I� Asphalt Shingles
TECHIIICAL,SERVICES,LLC
Hi
Vinta e® e Basic Wind Speed 9 P&Ridge p (Vmt): Max. 194 mph
(Phillipsburg) Basia.Wind Speed(Vega): 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 forl',
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 I',
direction of the exposed end shall be away from the m
prevailing wind.
I I;
Direction of prevelling wind
art 5"exposure
Fn] x
Figure 1 hem
g 5" exposure
I
Fastener , fastener
��-5-1/2" �I
I,
Figure 2 Figure 3
I'
Figure 15. VintageO Hip&Ridge(Phillipsburg)
L
jll
li
i
I
TBP15001A _ FL18355-114_ _ 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
I
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification Is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
R.
,� .• SF •.s, 2017.09.25
No 74021 :_ 11 :31 :41
• _ W l.I. I�0.'NYe
:�. -04'00'
9O STATE OF �:4U
'.`��•'�� O t P.:����� Zachary R.Priest,P.E.
�ee Registration
�'SSINA`EOrgan
O � ��, zan No.A11 E 69 1
rlrrnn
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 _ , F1,18355-114 ._. _ _--_ Page 11 of 11
Phis evaluation report is provided for State of Florida product approval under Rule 61G20=-& 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.