HomeMy WebLinkAboutProduct Approval Certificate of Authorization No. 29824
;; 17520 Edinburgh Drive
CREEK
I
j;� 1; Tampa, FL 33647
TCHNICAL SERVICES, LLC (813)480-3421
E
EVALUATION REPORT FLORIDA BUILDING,CODE`,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017
P.O. Box 1404 a
Joplin, MO 64802
(417)624-6644
http://www.tamko.com
k" 1
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing it j j
Subcategory: Underlayments
Code Sections: 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION
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TAMKOO ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKOO ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed fr suranorganic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and faced with granules.
' Ili,{ it
TAMKOO Master ASTM D 6380, Class S,Type IV underlayment constructed from an,organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKOO Moisture Self-adhered, ASTM D 1970, fiberglass reinforced,', modified bitumen sheet membrane
Guard@ with a mineral surfacing and a removable release fiII on the adhesive side and
removable selvedge release tape.
TAMKOO No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
'''i b
TAMKOO No. 15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt. ; I
Organic Felt 4
TAMKO@ No.30 ASTM ASTM'D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated • saturated with asphalt.
Organic Felt
I
TAMKOO No.30 UL ASTM D 226,Type II underlayment constructed from a noR-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKOO TW Metal and Self-adhered, flexible,ASTM D 1970 and TAS 103', rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable'releaseffilm onIthe adhesive side.
TAMKOO TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film onthe adhesive side.
I
TBP14001.4 FL12328-R8 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G29-3. They"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 ot�er product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODCUTS,INC.
CREEKTAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKOO TAM-FELT Alternate to ASTM D 226,Type I and Type II underlayment constructed from a non-
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
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.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting
joints.
The minimum application temperature shall be 50°F except as follows:
a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt Panels and Surfaced Roll Shingles and Slate Clay and
Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile
TAMKOO ASTM Slate Y' N N N N Y
Surfaced Roll Roofing
TAMKOO ASTM Tile N N N N N Y
Underlayment
TAMKOO Master Smooth Y' N N N N N
TAMKOO Moisture Guard@ Y N N N N N
TAMKOO No.15 ASTM
Asphalt Saturated Organic Y Y Y YZ N N
Felt
TAMKOO No.15 UL Asphalt Y Y Y Y2 Y N
Saturated Organic Felt
TAMKOO No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKOO No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKOO TW Metal and Tile Y Y N N N Y
Underlayment
TAM KOOTW Underlayment Y Y N N N N
TAMKOOTAM-FELT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001.4 FL12328-R8 Page 2 of 4
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.
CREEK ' TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2)' Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's-published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FB C requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting kthe eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds wate i from the deck. End
laps shall be staggered between courses in accordance with the manufacturer'sapplication instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assuranceprogram in compliance with
Rule 61 G20=3.
REFERENCES
Enti Report No. Standard ;' Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D.226 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 i� 1995
ASTM D 47,98 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188; 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D,1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
''', .I
ii •
TBP14001.4 FL12328-R8 q i li Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Thelfmanufacturer 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.
CRK TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
.�``'taY IR'�p''%
c•E•NsF�Fs,� �.. _..w 2017.10.19
No 74021 - - 12:15:58
• � W,af�4tw.a.AYI cw,.c,......--,
:X_ U..�...... -04'00'
: �13'. STATE OF .'W
%4�••.k P•.����� Zachary R. Priest, P.E.
'�;'91 .......C ,, Organization NoFlorida .ANE9641on No. 021
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
TBP14001.4 FL12328-R8 Page 4 of 4
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.
P
I
Certificate of Authorization No. 29824
CREEK r 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS ;• "issued September 25, 2017
220 West 4`"Street
Joplin, MO 64801 y'
(417)624-6644
l
Manufacturing Plants: Joplin, MO ,
Phillipsburg, KS
Frederick, MD
Dallas,TX Ih
Tuscaloosa,AL
Quality Assurance:• UL LLC(QUA9625) j ji1
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles j
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 J !'
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES l;i
i
'Ili
Enti Report No. Standard;'1 Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100;;; 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 I 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100;r 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 !; P 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 a,l, �' 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 fl, I 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 a 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100;j j 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 ; 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6.381 2008(2013)e1
UL 2390,!i ;•
ASTM D•,7,158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3962 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D3462 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D6161 i; 2016
UL LLC(TST9628) 11NK14014 ASTM D'3'161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 ,i 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D,3161 2016
UL LLC(TST9628) 4787148748 ASTM D4158 2011
ASTM D 3161 2016
ASTM D;3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The'manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for;which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
l;�
0 C DEEK TAMKO BUILDING PRODUCTS
j'� Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 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
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. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
' I
TAMKO,1'BUILDING PRODUCTS
CREEK {iis i 4 Asphalt Shingles
TECHNICAL SERVICES, LLC �I a
I, I
INSTALLATION it
r
Elite Glass-Seal® Basic Wind Speed(V,It): Max. 194 mph ;
(Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min.119/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 16/32 in. plywood existing
(Frederick,Joplin(Non- construction. !
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 ir :3 plywood or wood plank for
ii
new construction; Min.7/16 in:1OSB existing construction.
Underlayment: In accordance with FBiC requirements.
Min.slope: -2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application,instructions when installing
shingles at slopes greaterthan'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 FBC
requirements and manufacturer's published installation
instructions. Shingleslishall bel aktached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
I
NAILS
I Nia i
Nailirxg I. tli 6-70
Area ---------------------------------------_-_...........----------------- --------------------- ---...
j 5-118"
u 'oil !,
I
,;I I
Butt Edge
Figure 1. Elite Glass=Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only) I' ii i
I' 3 P
I,
NAILS
----------------------
Nailing . --...... _......-- - _ ------------ _..... °
Butt Edg'
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
I'
'I I
T131315001.4 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 fof 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,
Ali
0 GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed (Vuit): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in. OSB 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 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
BOND
6-118" EXPOSURE 6-6/8"
1" r-- 12-11211--►�- 12-318" 1 /2'"► �1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS,Z�� NAIL ZONE
COMMON
/BOND
6-1 EXPOSURE 3-318"
1' 1*-7-11/2'411-7-1/2"-+- 7-3V8"�F7-1/2"-►h-7-1/2"-►I �--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.
17MKtBUILDINGPRODUCTS
CREEK
Asphalt Shingles
i'
TECHNICAL SERVICES, LLC
t
= aSTENERS - COMMON BOND::
�'
�E)fP`OS.URE
W o{
Figure 5. Heritage®Woodgate
6 Nail Pattern
v! •12-112" =; ;'f-1�2-.'!%2" i�1'�'19�-
®Common Bond.
- FASTENERS it
co
T L
in
co ¢
�. 39,3181, " i►! I 9
Figure 6. Heritage®, Heritage®Premium, &Heritage®W�oodgate
Alternate 6 Nail Pattern
PA NT` �
LINE:
- i lit l
7;T18" -- =- _ _ _ I_ }NAIL ZONE.:
' r' , •, _' -Y ',- illi
'. ' 1 EDGE OF
a l l COMM9N,
i li.' ',BO.ND:;
EXP;4SURE:
,r,•�.:,. ...
FASTENER LOCATION. 1 ,
M w , D:O NOT FASTEN•: i
ALO.NG, GE`
. OF '.
_-- COMMON=BOND
,PREFER1FEb
..FASTENER
LOGATIO:N '
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 f ;'; 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 du6'tion 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
e
0 G R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(Vuit): 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
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
5112" V E E 5"
-L-LE
1"--� I 1111 12" �r�+-11��—I►� �-1 t�
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
CS,,_,
5112" EPOSURE 5"
9u '3u �112n If-1n
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 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.
"i
CREEK iTAMKO BUILDING PRODUCTS
i
Asphalt Shingles
TECHNICAL SERVICES, LLCA,j j
Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): In accordance with FB'C requirements;
Solidly sheathed min.Jill5/32 i6!.1 plywood or wood plank for
new construction; Min.,;7/16 in!bSB existing construction.
Underlayment: In accordance with FBC require�nents.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application iinstructions when installing
shingles at slopes greater than 121:12.1
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufactsili rer's published installation
instructions. Shingles;�shall belattached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
5-1I2" EXPOSURE T
1'L 11" -► 12-3J8"-- -
Figure 10. Heritage®Woodgate(Frede lick)
4 Nail Pattern (non-HVHZ only) i
lei� i
it NAILZONEI
it PIVIMON BOND
FASTENERS
FEXPRE
a
ll� '
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
'i
TBP15001.4 FI-18355-R4 �,; Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Thel'manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration fori which this report is valid.
This evaluation report does not express nor imply warranty, instal lation,"recommended use, or other product attributes that are not
specifically addressed herein. i;;
CREEK DING BUILDING PRODUCTS, ,
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vuit): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vwd): 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"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
aa'
y ul Exposure
:2 NmTas 2 Noah
Fasteners hkil
one
— — — — — — — — — — — — — — —
17-1r2"
S"
Fxlposu re
9.1 R• 9.1M• 9-1M•— -9.1M• T
�*—taxa•—�{ �+—taara
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Fi at&
aranr�
FasWwR pug
1�-irp
Bcpaun
t t,
a�ts`r�-�I �1st�a-us
Figure 13. Heritage®Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I1'AMKO BUILDING PRODUCTSCR EK
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vu,t): Max. 194 mph y
(Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min.1;19/32 in'.)plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. f i'
Deck(Non-HVHZ): In accordance with.FBC requirements;
Solidly sheathed minJ1,15/32 in.�plywood or wood plank for
new construction; Min'!7/16 in!!OSB existing construction.
Underlayment: In accordancewith 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. �I r 1
Direction of prevailing wind
Start 5-1/8" exposure
here—
ril ,
'II
II 'ii
hee „ Ila,
Figure 1 5-1/g exposure
I�
1 I
a Fastener Fattener
Figure 2 Figurle� 3
1/41F
Figure 14. Hip &Ridge(Frederick&Joplin)
i
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical ServlceS,,LLC of any product changes or quality assurance changes throughout the duration fory6hich 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
0 C TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(Vuit): 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.
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
hStart59Y� exposure
' 'I
Start
Figure 1 here Y exposure
IF
50 1
Fastener %'�?I Fastener
' �5-1/2" r -1/2"
Figure
Figure 2 IW 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 herein.
��I t
rI''TAMKO BUILDING PRODUCTS
CR' EK �I Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation. _ F;
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 requirerr%'ents. j
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 meant 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
i 1,
7) Installation of the evaluated products shall comply with this report, the FIBsC, and the manufacture's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail. Ijl'
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3. li !J
I ilk';
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstratedl'compli Ilrice with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the n d manufacturer.
I 'I
1,l7.09.25
* : No 74021
: 11-0400-0400
-P STATE OF : Qj
NZachary R. Priest, P.E.
Florid ° r
'.*SS�ONALE Organization iNo ANEl1,'69 Registration No. 1
�f�fllllltl��
it
i
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any comply"ny 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 th j approval process of the
product.
' 3 N
tip
END OF REPORT
TBP15001.4 F11-18355-R4 it s'�,,;1 Page 11 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
jwhich 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,