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• FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived L]
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
keftLeden@tamko.com
Authorized Signature Kerri Eden
kerti�—eden@tamko.com
Technical Representative Kerr!Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
1.:+ 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 10/18/2021
Validated By Locke Bowden P.E.
i� Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Rel2ort Shingles final.pff
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
FL1a355 R4 Equjv UL letter for standards for FBC 2017 pdf
https://floddabuilding.org/pr/prapp_dtl.aspx7param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2XUBWUWMY6PQldlukQ%3d%3d 1/2
certificate of Authorization No.29824
17520 Edinburgh Dr
�t Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS issued September 25,2017
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: 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(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-314-02-01 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 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) 06NK03898 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) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)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(ANE11669) T131315001.3 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.
i:CRTAMKO BUILDING PRODUCTS
EEK 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. ShinWes shall be used in the non-HVHZ only.
Heritages 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@ 17-112"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.
Heritage®Woodgate 13-114" 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 12-114" 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 2ofll
This evaki6tion 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
CREE Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal& Basic Wind Speed(Vu,t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vad): 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 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"6 Nail Pattem'detailed below.
NAILS
Nailing.
4�
ArealF
5-1/8"
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
-<�. ............. ..... ......
Nailing'—
............
AM
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seat
6 Nail Pattern
TBP15001.4 - FL18355-R4 Page 3 of 111.
This evaluation-report is provided for State of Ftorlda product approval under Rule 61 G20'3. The manufacturer she)]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.
BUILDING PRODUCTS
CRE E- K. TAMKO Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vw�: Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vsd): 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. 16/32 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.7116 in.OSB existing construction.
(Dallas&Frederick) Undedayment: 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 T Nall 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'14 Nall
Pattern"or"6 Nail Pattem"detailed below.
.FASTENERS NAIL ZONE
COMMON
0/BOND
7f7--
U RE 6-6/9'
12-1/2"L
Figure 3. HerltageO,Heritage@)Premium,and HeritageO Woodgate(Dallas)
4 Nall Pattern(non-HVHZ only)
NAIL ZONE
FASTENERS'
/COMMON
BOND
6 EXPOSURE 5-5/8"
7-1
Figure 4. Heritage®&HeritageO Premium
6 Nall Pattern
TPR15001.4 FL18355-R4 Page 4 of 11
This evaluation report is'provided for State of Florida product approval under Rule-61G20-3. Thee—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 PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZC?NFJ
t.
A&ENERS - CON1MlN BONI3
-
E7(PD5U6Mlr:
Figure 5, Heritage®Woodgate
6 Nail Pattern
rfl 12-1f2"
Common Bond
FASTENERS
Lr3
Figure 6. Herita e% Heritage®Premium &Herita e@ Wood ate
Alternate 6 Nall Pattern
PAINT
LINE
. .EDGE OF
6-178" COMMON
' 'BOND
EXPOSURE
-ACCEPTABLE,
LOCATION
DO NOT FASTEN
ALONG EDGE OF
GOMMON'BOND
FASTENER
LOCATION
Figure T. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nall 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 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 egress nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
i
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
Ti6l-[NICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(Vult): Max. 194 mph
(Frederick) Basic Wind Speed(VOW): 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. 15/32 in. plywood or wood plank for
new construction;Min.7116 in.0813 existing construction.
Undedayment: 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 OMMONBOND
7T
E 5"
j 11 1111. 1211 11
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE}
FASTENERS COMMON BOND
T51/2" EkpOSURE
"
.5.1
�-91hi4iq� (9,"...LQ 14-1 11
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
T13131500I-4- FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3:-TKe 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
1� TF.CHNICAL SERvicF-s,LLC
Heritage@ Woodgate Basic Wind Speed(Vull): Max. 194 mph
(Frederick) Basic Wind Speed(V.id): 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 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or 46 Nail Pattern"detailed below.
NAILZONEI
FASTENERS COMMON BOND
EXPOSURE V
11" i--r� l 2-3181F
Figure 10. Heritage@ Woodgate (Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
COMMON BOND
_ ��STJENIEIRS tell
EXPOSURES"
9-1/2!1+3' 9-378 +3+9.112" �41
Figure 11. Heritage@ Woodgate (Frederick)
6 Nail Pattern
TBP15001 A FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61620-3. This 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.
7AMK0 BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERvicF—s,LLC
Heritage®Vintage@ Basic Wind Speed(V„n): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vaw): 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.0S13 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.
40'
W1h
6 -toil
-one
Ekpwuie
Figure 12. Heritage@ Vintage@
6 Nail Pattern{non-HVHZ only)
Nach
alpmra
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 51 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,
REEK�{ TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL,SERVICES,LLC
Vintage®Hip&Ridge Basic'Wind Speed(V,,t): Max. 194 mph
(Phillipsburg) 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,0SB 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
Start 5"exposure
nem---
47
y
start:-..:
Figure 1 here, 5" exposure
- Fastener Fastener
`5-1/2" I'"L5-1/2rr
Figure 2 1/4"
g Figure g 3
Figure 15. Vintage®Hip &Ridge(Phillipsburg)
TBP15001.4 FI-18355-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.
TAMKO BUILDING PRODUCTS
CREE 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 6114320-3.
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.
Wf R.
..........
.,`��ti`��
2017.09.25
11 :31 :41
No 021
cc. —04'00'
A-% STATE OF 411
0oA,
40 •N Zachary R.Priest, P.E.
15.4111Florida Registrabon No.74021
.110W— Organization No.ANE 11669
1,111, 1110
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 FI-18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. Tlie 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.