HomeMy WebLinkAboutEVALUATION REPORTSCANNED RECEIVED
BY JT'l 0 b 2019 NEORECta.
St. Lucie County Certifrcote ofAatha zot on Y32455
ST. 6ucie County, Permitting 353 Christian Street, Unit913
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R6
One Owens Corning Parkway FL11602-R6
Toledo, OH 436S9 Date of Issuance:11/03/2009
(740)321-6345 Revision 6:06/20/2018
SCOPE:
This, Evaluation Report is issued under Rule 61G20-3 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 61h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Titanlum"a Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of 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 the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEW Ietc. 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 "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in its entirety.
INSPECTION: 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 7.
Prepared by:
Robert J.M. Nieminen P.E.
?s ";. ' ` 'The
Florida Registration No. 59165, Florida DCAANE1983
•,,9f`� 'i..e}�+ taaimJe seal appearingwas authorized by Robert
• J,ra„?„?,',„,o�° Nieminen, P.E. on o6/2o/iolg. This does dotsenrc as an
electronica:Ivsigned documen!
CEIMFICATiON Of INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC, LLC 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.
S. This Is a building code evaluation. Neither NEMO fete. 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.
ROOFING COMPONENT EVALUATION:
ON-EMO I etc.
Product Category: Roofing -
Sub -Category. Underlayment
Compliance Statement: Titanium"' Roof Underlayments, as produced by Owens Corning Roofing and Asphalt,
LLC, have demonstrated compliance with the intent of the fallowing sections of the 61h Edition (2017)'Florida
Building Code through testing in accordance with applicable sections the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
1DU/.1.1, KVM.1.1 txceptlon
1507.1.1, T1507.1.1,15072.92
1507.3.3
TAS 110
TAS 110
ERD (TST6049)
ERD (TST6049)
ERD (TST6D49)
ERD M6049)
ITS(TST1509)
ITS(TST1509)
ITS(TST1509)
ITS(TST1509)
Owens Coming
PRI(TST5878)
PRI (TST5878)
PRI OM878)
PRI (TST5878)
PRI(TST5878)
PRI CI ST5878)
ITS (QUA1673)
ITS (QUA1673)
Tear Strength ASTM D1970 2015
Physical Properties ASTM D1970 2015
Physical Properties FRSA/TRI April 2012(04-12) 2012
Accelerated Weathering ASTM 04799 2011
Pull -through resistance TAS 117(8) 1995
Physical Properties
Physical Properties
ASTM D226.
Wind 6piift
A5TM D226
ASTM D226
Physical Properties
ASTM D226
Product equivalency
ASTM D1970 ,
ASTM D1970; Tear strength
ASTM D1970; Tear strength
ASTM D1970; Tear strength
ASTM D4798
TAS 117(B); Pull -through
Quality Control
Quality Control
115010.05.10
135520.06.11
138010.08.11
135520.08.11-1
311801000Q-003
3130639COQ-002A
3126617CGQ-005
161823107COCL-011
Declaration
OCF-341-02-01
.00F-331-02-02
OCF-332-02-02
OCF-334.02-02
OCF-341-02-01
OCF-422-02-02
ITS Ustings
Service Confirmation
06/15/2011
08/11/2011
08/12/2011
04/26/2007
08/21/2007
10/31/2007
01/23/2015
06/18/2018
09/20f2017
10/03/2017
10/03/2017
1D/03/2017
11/27/2017
04/03/2018
Current
09/30/2017
4.1.1 Titanium'" PSU-30 1s an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets
ASTM D1970 as a single -layer and meets FRSA/TRI April 2012 when used In 2-ply system.
NEMO ETC, LLC
Certycate o)Audwr6orlan 032455 6TM EDMON(2017) F8C NON•HVHZ EVALUATION
Titanium Roof Undedayments
Evaluation Report t11980.11.M!16
FL1602-R6
Revision & 06/20/2018
Page Z of 7
4.2 Mechanically Fastened Underlavments ONEMOletc.
4.2.1 Titanium- UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight,2.5 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.2 TitaniumTM UDL-30Is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.01bs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.3 TltanlumTM UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 FBC HVH2 jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 TitaniumTM Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based an this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers -
ROOF COVER OPTIONS
ASUNDEPHALT
AYMEN7
SHINGLES
NAIL -ON TILE
FOAM -ON TILE
'METAL
WOOD SHAKES
&SHINGLES
SLATE
taniu
TtaniumPSU-30
Yes
(Dubai, UAE)
Yes
Yes
(See 5.5.1)
Yes
Yes
Yes
Titanium PSU-30
(Brentwood, NH)
Yes
No
No
Yes
Yes
Yes
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Titanium UDL-30
Yes
Yes
Yes
lazsesheetn l-PW
18a05rcete2-op.
Yes
Yes
Yes
system).
vnkml
.
Titanium UDL-50
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Aooroved rue
_ • • - --- _.._ __..__..,.,,,
.....�„or,,,m ra s.ou�umauuns.
ADHESIVE
FLORIDA PRODUCT APPROVAL
UNDERLAYMENTS
Dow TIleBond"'
FL22525
I Titanium PSU-30(Dubal,, UAE)
ICP Adhesives Polyset" AH-1E0
FL6332
Titanium PSU-30 (Dubai, UAF)
t Refer to Tile Manufacturers or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance
NEMO ETC, LLC
Certifimte o)Auteorammn p324s5 0 EDITION(2017) FBC NON-HVH2 EVALUATION Evaluation Report 111980.11.08-R6
Titanium Roof Underla FLi1602-R6
yments Revision 6: 06/20/2018
Page 3 of 7
5.6 Allowable Substrates; Titanium PSU 30: ONEMOletc.
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
i Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechani all„ Attached Base Sheet:
➢ ASTM D226, Type I or 11 felt.
D Titanium UDL-30'(primed with D41 primer) or UDL-30 (inverted).
5.6.3 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 tile systems, where the
underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems
that are not addressed in FRSA/TRI April 2022 (04-12) and are used in foam -on tile 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 FRSA/TRI April 2012 (04-12), Appendix A, Table IA or FBC 1669 for determination of design wind loads.
#1 Maximum Design Pressure =-05 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Dubai, UAE), self -adhered
#2 Maximum Design Pressure =-30 osf
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.,1-5/8" diameter tin caps
Spacing: 6-Inch o.c, at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
#3 Maximum Design Pressure = -30 osf*:
Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/9roth
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.,1-5/B" diameter tin caps.
Spacing: 6-Inch o.c, at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
Cea$ ETC, LLC
Evaluation Report 111980.11.08•R6
CerctJfcote oJaurhwkatlon *32455 6TM Evaluation
FBC NON-HVHZ EVALUATION FL31602-R6
Titanium Roof Underlaymems RevWon 6: 06/20/2018
Page 4 of 7
#4 Maximum Desien Pressure--0ONEmoletc.
S osf':
Deck: Min, 15132-inch plywood to meet project requirements to satisfaction Of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30(inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per Inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.,1-5/8' diameter tin caps
Spacing: 64nch D.C. at 44nch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
#5 Maximum Design Pressure --45osf':
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per Inch, heads not less than 3/8 inch
diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch
with min. 32 ga.,1-5/8" diameter tin caps.
Spacing: 6-Inch o.c. at 4-inch wide side laps and 8-inch o.c, at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDC-30.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table La -
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS lied
Assemblies marked with an asterisk* carry the limitations set forth n Section Application
io FM Loss Prevention
Data Sheet 1-29{January2016) for Zone.2/3 enhancements.
5.7 Ensure Limitations -
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 180-days.
5.8 Tile Sliooaee Limitations pilr FRS-A/TRI Aorll Z012104.1211,
When loading roof tiles on the underiayment in direct -deck the assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
Titanium PSU-30 (Dubai, UAE) IFlat
NEMO ETC, UC
Cenifimte afAuthortmtion#32455 0 EDITION (2017) FBC NON-NVHZ EVALUATION Evaluation Report 13398F1.1608-R6 2-R6
Titanium Roof Underla yments Revision 6: O6/20//20/2038
Page 5 of 7
ONEMOI etc.
6.1 Titanium Roof Underiayments shall be installed'. in accordance with Owens Corning Roofing and Asphalt, lit
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 Titanium^'UDL-25,Titanium UDL-30orTttanlumUDL-50-
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic raps.
Mechanical attachment of Titanium UDL-SO is limited to ring shank roofing nails with minimum 3/8-inch
diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic
cap staples.
6.3.2.1 Code Reference: The Exception statement In FBC 1507.1.1 and FBC R905.1.1 states: ':_except metal cap nails
shall be required where the ultimate design wind speed, Vavr6 equals or exceeds 150 mph."
Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
in lieu of metal cap nails for these applications, when the TitaniumTu UDL-25, Titanium UDL-30 or Titanium UDL-
50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table
1507.1.1 or R905.1.1.
6.3.3 Slopes of 4.12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum. attachment shall be 12-Inches o.c. vertically and 24-inches o.c. horizontally in accordance with the
surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the
underlayment, the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:22 to less than 4.12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over
the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-
inch side (horizontal) laps, resulting in a double -layer application.
6.4 turn— PSU-30.
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover
Cut manageable sections and re -roll with the release film side out.
Membrane Application:
D Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place,
printed side up.
> Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane
into place.
i Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-Inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
i Upon completion, inspect the membrane and repair any defects or fish -mouths.
NEMO ETC, LLC
Cetii*Vte 6/Authoi;zallond32455 67" EDITION (2017) FBC NON-HVHZ EVAWAnoly Evaluation Report 111980.11.08-R6
Titanium Roof Underiayments FL11602-RGRevision 6:06/2012018
Page 6 of 7
ONEmojetc.
6.4.3 Tile Applicatlons ilitamum PSU 30 (Dubai, UAE) onlvl:
Reference is made to FRSA/TRI April 2012 (04-12)'Installation Manual and Table 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 underlayment.
Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
6.5 T(tenium 2-Ply System:
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30 (Dubal, UAE), self -adhered.
6.5.2 Non-TileApplications;
Install 'Titanium UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3
followed by Titanium PSU-30 (Dubal, UAEJ in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-22) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing, refer to Owens Corning Roofing and Asphalt, LLC published Installation
instructions, but not less than the fastener density from FRSA/TRI April 2012 (04-12), Table 1, considering the
wider sheet -width.
For adhesive -set tile roofing, refer to Section 5.6:3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hourcure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at the fastener penetrations is required for all tile roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
As required by the Building Official or
of this product.
Id„nd" the noteo LLA agency for information on product
The following plants have qualified products under their n
to properly evaluate
Covered for F.A.C. 61620.3 OA
-----------
_ -.
lant -
S ectficatlon - - -
e,esspeccauons.
pwyum
Product s -
C, Canada
Olgjda
41n dap China
F8C 1507.1.1 (Exce ton
Titanium UDL-30; Titanium UDL-50 -
,
Dubai, UAE
F8L 150Z1.1 Exce Ion
Titanium UDL-25; Tdanium UDL-30; TRanium UDL-50
FRSA/TRI0412 2RIs stem)
Titanium PSU-30 Dubai, UAE
Brentwood, NH
ASTM D3970
Tdanlum.PSu-301arentwood. NH) i
Intertek Testing Services NA Inc.
- END OF EVALUATION REPORT -
MEMO ETC, LLC
CeroToote ofAutnoruodon d32455 6`v EDRiON(2017) FBC NON4MZ EVALUATION Evaluation Report 111980.21.08.R6
Titanium Roof undeti FL31602-R6
yments Revision 6.06/2012018
Page 7 of 7
RECEIVED t ` s�-0 `('(
CREEK MAY 0 7 2019 Certificate of Authorization No. 29824
17520 Edinburgh Dr
C&tting Department Tampa, FL 33647
TECHNICAL SERVICES, L,LLucie county (813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September25, 2017
220 West 4' Street
Joplin, MO 64801
SCANNED
(417)624-6644
By
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
;t
1-U
tir
Frederick, MD
Dallas,
Tuscaloosa, AL
�
///���
�Ij
O PY
Quality Assurance: UL LLC-E
(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
PRI Construction Materials Technologies (TST5878)
Report No.
TAP-043-02-01
Standard
TAS 100
Year
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)
PRI Construction Materials Technologies (TST5878)
TAP315.02-01
TAP317-02-01
ASTM D 6381
2008(2013)el
UL LLC (TST9628)
02NK9507
TAS 100
ASTM D 3161
1995
2016
UL LLC(TST9628)
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
05NK28006
ASTM D 6381
2008(2013)el
UL 2390
UL LLC ST9628
(T )
06NK03898
ASTM D 7158
ASTM 0 3161
2011
2016
UL LLC (TST9628)
(T
OBCA59132
ASTM D 3462
ASTM D 3161
2010A
2016
ULLLC(TST9628)
09NK07896
ASTM D 3161
2016
ULLLC (TST9628
IOCA50498
ASTM D 3462
ASTM D 3462
2010A
2010A
(TST9628) ST9628)
UL LLC (TST9628)
IOCA64882
ASTM D 3161
2016
IINK14014
ASTM D 3161
2016
ULLLC ST9628
R )
12CA24551
ASTM D 3462
ASTM D 3161
2010A
2016
UL LLC (TST9628)
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)el
UL LLC (TST9628)
4787043752
4787148748
ASTM D 3161
ASTM D 7158
2016
2011
ASTM D 3161
2016
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calcu aOtions 2
2017A
TBP15001.4 FL78355-R4 Page 1 of 11
This evaluation report is provided for State of Flodda product approval
Technical Services, LLC of any product changes or quality
under Rule 61G203. The manufacturer shall notify CREEK
assurance changes throughout the duration for which this is
report 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
PRODUCT DESCRIPTION
Elite GlassSeal®
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, 34ab 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 7168, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-114" 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
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 39-318", 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.
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
TECHNICAL SERVICES, LLC
INSTALLATION
Elite GlassSeal@ Basic Wind Speed (Vw�:
(Frederick, Joplin & Basic Wind Speed (Vasa).
Tuscaloosa) Deck (HVHZ):
&
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa) Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Nailing
Area
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
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 Pattern" detailed below.
Figure 1. Elite GlassSeal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7/8"
5-1/8"
TBP15001.4 FL18355-R4 I
This evaluation report is provided for State of Florida product approval under Rule 61 G20J. The manufacturer shall ni
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this re
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes
specifically addressed herein.
3 of 11
is valid.
are not
®CREEK
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed (V°10:
(Dallas, Frederick, Joplin, Basic Wind Speed (Vmd):
Phillipsburg & Tuscaloosa) Deck (HVHZ):
&
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa) Deck (Non-HVHZ):
&
Heritage® Woodgate
(Dallas & Frederick) Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
.4
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
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.
NAIL ZON E
BOND
EXPOSURE S-6/8"
) " h— 12-1 /2" --Io� 12-3/8" --►- 12-1 /2"--� �--1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERSi;;?� _ _ NAIL ZONE
COMMON
—r BOND
EXPOSURE 5-6/80
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
4 of
This evaluation report is provided for State of Flonda 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.
®CREEK
TECHNICAL SERVICES, LLC.
7-1
1� �7-7/2�.7.1/2'1►�7�1a'�7.1/2W�7.1/2+►I
Figure 6. Heritage®Woodgate
6 Nall Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAILZONE?
COMMONBOND
IT
1RE55/8"
If
3 Common Bond
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
rlhll clVcrt
LOCATION
E
Figure 7. Heritage® (Tuscaloosa)
Expanded Nall Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBPI5001.4 FLI8355-R4 Page 6 of 11
This evaluation report is provided formats of Florida product approval under Rule 611320-3. 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
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vul):
(Frederick) Basic Wind Speed (Va,e):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in, plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
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.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattem° or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
5"
1 ° ►� I'-- 11"— ►�— 12°
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
Figure 9. Heritage® Premium (Frederick)
6 Nall Pattern
0:
This evaluation report is provided for State of FloriPage 6 of 11
da product approval under Rule 6:I;z; : .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
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (Vwi):
(Frederick) Basic Wind Speed (V.w):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15f32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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 "6 Nail Pattern" detailed below.
:• r
r�T
EXPOSURE 51
1J f
11"-+-12-3/8'r—+— 11" -� 14111",1"
Figure10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
ZONE/
MN BOND
I
b1/2" FRE Y
SAW
Figure 11. Heritage® Woodgate (Frederick)
6 Nall Pattern
- - - -- 1-1-1woa-rcv Page 7 of 11
This evaluation report is provided for State of Flodda product approvalunderRule 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.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (V ,�:
(Phillipsburg) Basic Wind Speed (Vasd)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12,
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using 06 Nail Pattern" detailed
below.
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.
qo�
No¢h
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4
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 expreas nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V i0:
(Frederick & Joplin) Basic Wind Speed (Ve,e):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
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.
DirmUo�n of prevailing wind
exposure
Figure 1
.� Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
5001.4
jxposure
Technical Services, LLC of an F...... app`ova. uncer Kula 61G20.3. The manufacturer shall roll CREEK
s valid.
This evaluation report does not express norchaimplyor
Installation, changes rreom ended use, orhout the dotherproduct attributesn for which this that not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (VAO:
(Phillipsburg) Basic Wind Speed (Vase):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
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.
Dlrectlo4n of pnevalling vAnd
ure
Figure 1
1'r
Vener
-12„
Figure 2
cposure
rlgure s
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
FL
10 of
i ms 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 PRODUCTS
TECHNICAL SERVICES, LLC Asphalt Shingles
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 heign ASht shall be restricted to a maximum 33 tt in the HVHZ.
or less.
5) Deack Is bstratea shall be clean, drryPPI1e and free from any rregu ante and and debris. All height
n the deck
shall be chedted for protrusion and corrected prior to undedayment 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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
iV,Ip9�F��•
%
No 74021
CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
R+..•,4 Wnaw..
-04'001
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing of 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 FL18355•R4 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 far 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.