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Florida
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Product Approval
{I USER:Public user
Product Anaroval Meny>Product or Anoiicetion Search>AurAlotion LEct>AppitcationCetall
FL# FL18355-113
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
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
11 Evaluation Report-Hardcopy Received
Florida Engineer-or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida license PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
W, Validation Checklist-Hardcopy Received
Certificate of Independence FLIS355 R3 COI TBP15001.3 FBC 2094 Product Evaluation Report
Shingles.0
Referenced Standard ar 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
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 6/14/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 05/09/2017
Date Validated 05110/2017
Date Pending FBC Approval 05/15/2017
Summa ry of Products
PL# Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal,. ASTM D 3462 asphaltshingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use installation Instructions
Approved for use In HVHZ.Yes FL18355 R3 11—TSP15001_3 MC 2014 Product Evaluation
Approved for use outside HVH7_Yes Report Shinoles.pdf
Impact Resistant,N/A Verified By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other.See evaluation report for limits of use. Evaluation Reports
FL18355 R3 AE TSP15001.3 FBC 2014 ProductEvaluation
Report Shingles.pcif
Created by independent Third Party:Yes
Back FEE
Contact Us::2601 Blair Slone Road.Tallahassee FL 32399 Phone:850-487-1,024
The State of Florida is an ANEW employer.Copyright 2007-2013 State ofFlorida.::Privacy SWtemen Refund Statemen
Under Florida law,email addresses are pubtic records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.0 you have any questions,please contact 650.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it
they have one.The emails provided may be used for official communication with the licensee.However e mall addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an emall address vilinch can be made avaltable to the public.To determine if you are a licensee under
Chapter 455.F.S.,please dick him.
Product Approval Accepts:
Credit Card
Safe
hos://wv�-w.floridabuildinL7.org/pr/pr app__dt1.aspx?pararn---wGEVXQwtDquvosrHazGXQ,... 6/14/2017
3 Certificate of Authorization No.29824
17520 Edinburgh Dr EEK
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLOEUDA BUILDING CODE a EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9,2097
220 West 4th Street
Joplin,MO 64801
(417)62446644
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: 1507.2.5,1507.2.7.1, 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) TRP-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 140 1995
PRI'Constniction 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(TST6878) 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 20084
UL LLC(TST9628) 06NK03898 ASTM D.31.61 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) 11NK14014 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 I
UL LLC(TST9628) 4787148748 ASTM D 7158 20084
ASTM D 3161 2009
ASTM D 3462' 2009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.3. FL18355-R3 Page 1 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
r.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TF-cHNICAL SERvicEs,LLC
PRODUCT DEScRipnoN
Elite Glass-Seal@ 12-114"x 36",ASTM D 3161, Class F and ASTM D 7166, Class H self-sealing, 3-tab
(Frederick,Joplin I asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D-M62.
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 nonA_NHZ only.
Heritage@ 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM.D 7158, Class H fiberglass
(Dallas,Frederick reinforced, laminated architectural asphalt shingle surfa ced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 1.3-1W x 39-318", 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 Q 3462.
HerltageOVintageO 17-1/2"x 40".ASTM D 3161, Class F and ASTM D 7168, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 34621.
HeritagepWoodgate 13-1/4" x 30-3/8', 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 31462.
Herit6ge(Moodgate 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.
TBP15001.3 FL18355-R3 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(VuO,: Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph
Tuscaloosa) Deck(HVHZ).- In accordance with FBC requirements;
& Solidly sheathed min. 19132.in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick Joplin(Non- construction.
HVHZ)&
(Frederick,
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16.1n,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-5-118 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-'U8-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 Pattern"detailed below.
NAILS
Nailing
-7
Ar6a .. ....... ..... . .. ................I ...... 0
BW fte
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
............ .......
Area ............
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 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.SF-RvicEs,LLC
Hentage@ Basic Wind Speed(Vui): Max. 194 mph
(Pallas,Frederick,Joplin, Basic Wind Speed(Vad): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements',
& Solidly sheathed min. 19/32 in. plywood or wood plank,for
HerltagOD Premium new construction; Min. 15/32 in. plywood existing
(Dallas,'Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Nm-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.0813 existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2,12 and in accordance with FBG requirements. Refer to
The mahulticturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(W,HZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattem" detailed
below.
Installation (Non-HVHZ):, Installed with 5-5/8 in. 'exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using elther"4 Nail
Pattern"or"6 Nail Pattern"detailed,below.
FASTENERS NAIL ZONE
GOM MON
0/80ND
all EXRosURE 6-6/9'
12-11211 12-3/811 2-1/2"� i111-1
Figure 3. HeriltageS,Heritage®Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-518°
Figure 4. Heritage®&Heritage@ Premium
6 Nail Pattern
f
TBP15001.3. FL18355-R3 Page 4 of 11
This evaluation report is provided for State of Ronda product approval under-Rule 61G20-3. The manufacturer shall notify CREEK 1.
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.
TANIKO BUILDING PRODUCTS_
CREEKAsphalt Shingles
TF-c-INICAL SvrPVIGES,L.LC
NAIL ZONF!
ASTENERST�' '�"" COMMONSON
'`
EXPOSURE 5 US"
1° �F7-112:►�+�•7-112'M��7-318=►�/�7-912s1�+F7-1/2� �-�'"
Figure 6. Heritage®Woodgate
6 Nail Pattern
-►�t"�1"i+-- 12-112"--=• i�----12-1/2"-----►�1r,1„�+-
i i r �, Common Bond
FASTENERS i.
� �•�aD'7r'.�4;.t a',.;s,"^--moi •it:}:4. ��'2�':c.:�: v r3Y. '??'�-'^'�,.t:�xo':r:ct. --
T m I
H r
39-318” i
Figure-6. HeritageO,Heritage@ Premium,&Herltage@ Wraodgate
Alternate 6 Nail Pattern
PAINT
CINE
NAIL ZONE.
fi=1IS" -EDGE OF.
COMMON
BOND
EXPOSURE
5-518°
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG=EDGE OF
COMMON BOND
PREFERRED.
FASTENER
LOCATION
Figure 7. Heritage@(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed In the nail zone as described above
TBP15001.3 FI-18355-R3 'Page 5 of 11
i
This evaluation report is provided for State of Florida product.apprpvai under Rule 61620-3. 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
ACREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(Vwt): Max. 194 mph
(Frederick) Basic Wind Speed(Vaa): 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.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° rEOVO-SUPRE 5°
1"."� �-- 11"--►�-- 12" 11"—►� �1 n
Figure 8. Heritage@.Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS4,/COMMON BOND
511x" EXPOSURE 5°
9u o 9112" 14-1 It
Figure 9. Heritage@.Premium(Frederick)
6 Nail Pattern
i
TBP15001.3 FL18355-R3 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
s
TAMKOBUILDINGPRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERviCE5, LLC
Heritage®Woodgate Basic Wind Speed(V,et): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): 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 andmanufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern'or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
Ar
n
- EXPOSURE 5P
1�� 1�� �'►�--12-31$"— — 11" --►I ..1st
Figure 10. Heritage®Woodgate.(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BONA
r1/2" EPOSURES"
1"-"� N-9-112"-►If3'��--918"-►�FB'�-8-112"-M� �-1
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.
TAMKO BUILDING PRODUCTS
JCREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Va-,d): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32.in._plywood or wood plank for
new constructlon 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 greaterthan 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.
rxposure
T rbt<n
Fa3teners
t�1
ane
— — — — ——— —— — — — — — —
5"
rxpMun:
9.111' 9•IM 9.1M'—�—A7M`
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
- �' F7t♦f06YR
Nowt
T �
T
tf F�QIlR Noll
zam
17-11t
r
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 8 of 11
This evaluation report is provided for State of Florida 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.
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TE:cHNICAL SF-Rvicirs,LLC
Hip&-Ridge Basic Wind-Speed(Vta): Max. 194 mph,
(Frederick&Joplin) Basic Wind Speed(Vmd): Max.- 160 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly-sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 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.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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing Wind.
Direction of prevailing wind
Start 5-1/8" exposure
Start
hered
Figure 1 5-IN'exposure
ivy
Fas#e %
nerastener
_ 41 wall
Figure 2 IMF Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.3 FI-18355-113 Page 9 of 11
This evaluation
valuation report is provided for State of Florida product approval under Rule,61G207.3. 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.
TAIVIKO BUILDING PRODUCTS
CREEK Asphatt Shingles
TF-CHNICAL SF-RVICF-S,LLC
VintageO Hip&Ridge Basic Wind Speed(Vot): 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. 15132 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.
Underlayment.. In accordance with FBG 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 fromthe
prevailing wind.
Direction of prevailing wind.
ftrt 51'exposure
here-
AN A
Suit
<Man
Figure I here exposure
gel lop ter
Fasteroer Fastener
Figure 2 Figure 3
Figure IS.. VintageD.Hip&Ridge(Phillipsburg)
TBP15001.3 FL18355-R3 Page 10 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 thatare not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
SCREEK Asphatt 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 promo underiayment 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 manufacturers
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 5th Edition(_2014)as evidenced in the referenced documents submitted by the named manufacturer.
t%IiIIII++++r',!
N&
No 74021
2017.05.09
15:06:10
=o
:�. STATE OF 4U ...�... .� `04'00'
10
0;<,, �- ?• �4✓;� ZacharyR.Priest, P.E.
Florida
SS . Organization No AE11669 1
tle ii I I
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.
GREEK 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
TBP15001.3 FL18355-R3 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or.quality assurance changes'throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein..
,
odds Building lode Online- https://www.floridabuilding.org/pr/pr_app dti-aspa?param=wGEVX...
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6CIS Nome tog fn User Regffirstbn Hot 7bpis Submit Surcharge Stats 6 Fads Fubkatbns FBC Start BM Site Map links Search
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xr,v z FL tf F1.16048-113
--�• Application Type Revision
Code-Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Emaki 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.rulz@tribuiltmaterkalsgroup.com
Authorized Signature David Rutz
david.ruiz@tribuiltmateriaisgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NI 07073
(201)842-2449
david.ruiz@tribuiltmaterlaisgroup.com
Quality Assurance Representative
Address/PhonpiEmail
Category Roofing
Subcategory Underkayments
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 Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2027
Validated By John W.Knezevlch,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R3 COI 2015 02 COI Nlegloen.odf
Referenced Standard and Year(of Standard) Standard UAL
ASTM D1970 2409
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
I of 2 5/24/2016 9:58 AM
orida Building Code Online https://www.floridabuilding.org/pi/pr app dtl.asPx?paraln=wGM._.
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary_of_Products
-FL# 'Model,Number or Name Description
16048.1 TRI-BUILT Roof Undedayments Self-adhering,modified bitumen roof underlayments j
!'Limits Of Use �—��------- --�—;Installation Instructions
Approved for use In HVHZ:No FLI6048 R3_II 2015 10 FINAL ER TRl
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL1 8=R3.pd_f
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure: +N/A/-45 Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use i Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R3 RE2015 30 FINAI ER fRb
underlayment for one particular application.See ER Section :BUILT UNDER LAYMENTS;FL6048-R3.pdf
5.6 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Eitlr Nmtt'
SdtD W_(15:;1940 North Mon@e_;1reEt.Tafbhassee FL,32399 phone:850-487-1824
The State of Florida Is an AA/EEO employer.S,QWjMftM07_-2Q13 State of Florida,;:Privacy Statement;:ACQMIUM Staterrienl;;$S(nidAialemed
Under Florida law,email addresses are public records.If you do not want your e-mail address teleased in response to a puNlic-retorts request,do not send eiect xmic
mal to thtsenttty.Instead,contact the office by phone or by traditional mail.9 you have'any questions,please Contact 850.487.1395, Pursuant to SectloD
455.275(1),Fbrida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address 9 they have
one.The emails provkied may be used for official commummtlon wth the licensee.However emal addresses arc public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made avallatae to the public.To determine I you are a licensee under Chapter
455,F.S.,phase click hes.
Product Apprrwal Accepts:
kid-
F3,
,,-rurlttyy, ,:
2 of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
IITY M 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
EVALUATION REPORT FAX:(203)262-9243
Allied Building Products Corp. Evaluation Report A42960.20.12-113
dba TRI-BUILT Roofing Products F1.16048-113
9050 Louisiana Street Date of Issuance-1014S/2012
Merrillville,IN 46410 Revision 3: 10%08/2015
SCOPE:
This Evaluation Report is.issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida..The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida .Building-Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5`l" Edition (2014) Florida Building Code
sections.noted.herein.
DEsCRJlPnoN: TRI=BUILT Roof Underlayments
LABELING: Labeling;shall be in accordance with the-requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or.provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by thenamed client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity ERD Evaluated" may be displayed in
advertising literature. if any portion of the Evaluation Report Is displayed,then it shall be done in its entirety.
INsPEcnoN:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by:
.L.
've
Robert J.M.Nieminen,P.E. ''r:'s� •I L4 The facsimile seal appearing was authorized byRobert Nieminen.
�Jp,; ,,.+s``• P.E.an 10/06/2015:This Coes not serve as an eleetronkally signed
Florida Registration No.59166,Florida DCA ANE1983 document:Signed,sealed hardcoples have been transmtted to the
Product Approval Administrator and to the named chem
CERTIFICATION OF INDEPENDENCE:
1. Trinity 1 ERD does not have; nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen,P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
I.- SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance With the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.1;9.2, Physical Properties ASTM D1970 2009
1507.4.5..1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6,5,2.1 Physical Properties TA5103 2995
3. REFERENCES:
Kaft Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/15/2013
ERD(TST6049) Physical Properties 54 6546.11.13
6546.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04110/2014
ERD(TST6049) Physical Pioperties 543530.02,14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing 816814 09/04/2015
UL,LLC,(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tei-Built Sand-11 SA Shingle Underlayment is. a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SSS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SOS modified
bitumen roof underlayment.
S. LimrrAmONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E, are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this'Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113
cervTKate of Auth"Itation#9503 FL160418113
Revision 3:10/08/2015
Page 2 of S
_
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TRINITY ��^�'��[�
�herethepnoduct�spec�caUy
5.4 �F�!���Vn���mmsm�be����a�pm�ed roof��
referenced within FBCapproval documents. -If not listed,arequest maybe made tnthe AH]for approval
based on this evaluation combined with supporting data for the prepared roof covering.
S.5 Allowable roof covers applied atop the un6edaymentsare asfollows:
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes late
Mingles &Shingles S
Tri-Built Sand-R SA Shingle Yes, No No No Yes Yes
Undedayment
Tri'-8uilt S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlaynient I i
5S.1 "Foam-On TUe^ is limited to use nfthe following Approved We adhesives unless tensile adhesion/long
term aging data from anaccredited testing laboratory isprovided.
> Tri-Built SIA HTTUVndedaymentwith 3141 2-CumponentRoof Tile Adhesive AH'1su(FL63a2)nrDow
ll|eBond'fi*Roof Tile Adhesive(pr/17)
5.6 Allowable substrates are noted below:
5.6.1 :
Tri-Built Sand-ASAShingle Undedoyment,Tri-Built SIA HTTDUnde,laymenturTri-Built Smooth w/ S/a
Undaiaynesuapp|ied to:
�
Plywood; ASTM D41 primed plywood; OSB; ASTM 041 primed n8B; uzTw1 D41 primed structural
'
concrete.
While not.required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final ,uofcmver'|s not slated for installation o,itbm 24 hours. mote: Tn|'oNcr requires
`
tongue-and-groove board decking be covered with plywood o, OSB prior to installation of the self-
adhering underlayment.
e/f'adhe,ingundedaymunt.
'
5.6.2 :
Tri-Built S/AHTTVUn6arlaymentapplied to:
' > Dens Deck phme;-SECUROCK Gypsum-Fiber Roof Board.
�
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
`
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
'
under foam-on Vile systems,insulation attachment shaOhedesigned byaqualified design professional and
�
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
nrTAS 114,Appendix 1
6.6.3 Bond to Methanically Attached Base Laver:
For installations under mechanically attached prepared roof coverings, bate layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall beattached
per minimum requirements ofFRSA/T.R\April 2012([4-12).
Exterior Researth and Design,LLC_ Evaluation Report A42960.20.12-m3
c*vnwm of^"oa^*vm"ws03 nL160*&e3
Revision�xam81ao-IS
Page novs
TRINITY ERD
5:6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRi April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TR1 April 2012(04-12)and are used in foam-on the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 pssf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self=adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Bunt Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. iltlSTALLATiow
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Trl-Built Sand-R,SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment Qr Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming Is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
once the entire length of membrane is in place, peel-off the release flim diagonally while holding the
membrane tight. Firmly roll the membrane.into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged In a manner that prevents tile slippage -and/or damage to the
underiayment.
Exterior Research and Design,LLC Evaluation Report A42960.10.12-R3
C00ficare of Autharizatfan#9303 FL16048•113
Revision 3:10/0812015
Page 4 of 5
i
TRINITY ERD
7. BUILDING-PERMIT REQWftzmms:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Si MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 CIA requirements.
9. EQUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@.us.uLcom
END OF EVAIMATION REPORT-
1
i
Exterior Research and Design,LLC- Evaluation Report A42960.10.12-R3
Certt(kote of Authorization#9503 FL26048-R3
Revision 3:10/08/2015
Page 5 of 5