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FOCT 1.6.2817
L# �' fl-18355-113 � � '
Application_Type Revision PERMITTING
Code Version 2014
t F St.Lucie County,FL
Application Status Approved , s
Comments
Archived D
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417)624-6644 Ext 30
kerri_eden@tamko.co
tILE 0
Authorized Signature Kerri Eden - '
kerri-eden@tamko.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative.
•Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a•Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist Hardcopy Received
Certificate of Independence FL18355 R3 COI TBP15001.3 FBC 2014 Product Evaluation Report
Shinales.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
Equivalence of Product Standards
Certified By
Sections from the Code
hftps://floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKl2FSvRVj3yllYNvoJiP6gg°/*3d`/o3d 1/2
Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
- Tampa,FL 33647 e
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9,2017
220 West 4t'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: 1507.2.5, 1507.2.7.'l, 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 9995
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) T,AP-280-02-01 TAS 100 1995
PRI Construction Materials.Technologies(TST5878) TAP-303-02-01. TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-62-01 Rev 2 TAS 100 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) 02NK9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628).: 06NK03898 ASTM D 3161 2009
ASTM D 3462" 2009
UL LLC(TST9628) 08CA59132 ASTM D 3161 2009
UL LLC(TST9628). 09NK07896 ASTM.D 3161 2009
ASTM D'3462 2009
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009'
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 1INK14014 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2009.
UL LLC(TST9628) 4787148748 ASTM D 7158, . 2008d
ASTM D 3161 2009
ASTM D 3462 2009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.3 FL18355-R3 Pagel 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.
D TAMKO BUILDING PRODUCTS
['t Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(V„it): Max.194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): .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. 15/32 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: 2:12 and in accordance with FBC requirements. Refer to.
the manufacturer's application instructions when installing'_
shingles
nstalling'-
shingles at slopes,greater than 21:12.
Installation(HVHZ): Installed With 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or T Nail Pattern"detailed below.
NAILS
Nalling
Alm ---- -- ---- -___ _-_ -------__._..._-______
61
5-118"
Butt Edge.
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Patten(Non-HVHZ only)
NAILS
Nailing -— _ 6-7ff
Area --.....-.....- =- -- -- — — — --
5-1I8"
Butt Edge .
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 3 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.
CREEKD L~ TAMKO BUILDING PRODUCTS
G, K Asphalt Shingles
TECHNICAL SERVICES, LLC
::NAILZONE/,
ASTENERS'. .. COMMON BOND-
E!(POSURE FWW
1 ,7.112' -7112;�► 731$"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►�1"�1"i� '12-1!2"-�; 1412-1/2" x;1";1!9�--
i i i i i i
s i ® Common Bond
FASTENERS
T
f
3. OD
U, r
to
Figure 6. Heritage®, Heritage®Premium,8 Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT'
LINE
7,7l8" ....... }NAIL ZONE-.
6-1�8d. EIa.GE
- COMMON:
W.6',SURE
ACCEPTABLE_.. ._,.. .
FASTENER LOCATION
DONOT FASTEN
ALONGEQGE.OF
_ `C;OMM ,N"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
TBP15001.3 FL18355-R3 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
specificallyaddressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V„ij): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd)E 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.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 21:1.2.
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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
OMMON BOND
FASTENERS :54/6
5-1/2" EXPOSURE 5"
11" -+-12-3/8 IF
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
COMMON BOND
FASTENERS
t
5.112" EXPOSURES"
1"—i� Ef'8-112 ► 3' —8�/8 3'+i�-9-112"-� �-V
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.3 FL18355-R3 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.
CD TAMKO BUILDING PRODUCTS
II K Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge. Basic Wind Speed(V„u): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood .existing .
construction.
Deck(Non-HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published-installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Stmt l 5-1/8" exposure
iII
. Start
Figure 1 here 5-1/8"exposure
1»
yAS,,
-; ,
Fastener Fastener
Fi ure 3
Figure 2 � g .
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.3 FL18355-R3 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
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.tomeet 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 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 5`h Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
%,0�Y IR
,�. 811 ����
,E
G •NSF '•c9�i�
No 74.021
2017.05.09
15:06:10
STATE OF .� -04'00'
��',��•'�..O R t V... N�.`�, Zachary R.Priest,P.E.
�.SS f0NA'���,` Organization No.ANE1166Florida Registration No. 9 1
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will a 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.doesnot 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
TBPM01.3 FL18355-R3 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 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.