HomeMy WebLinkAboutEVALUATION REPORTSCANNED JUN 0 6 Zp,9
BY NEORECtd.
Si. Lucie Count+ L
, Lucie County, Permitting eerojicare of Authror&ovon®32455
53 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Owens Coming Roofing and Asphak LLC Evaluation Report 111980:11.08+R6
One Owens Corning Parkway FL11602-11116
Toledo, OH 43659 Date of Issuance:111/03/2008
(740) 321-6345 Revision 6: 06/20/2018
SCOPE:
This Evaluation Report is Issued under Rule 63G203 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 Wit Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Titanium"' Roof Underlayments
LASEuNo: 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). NEMO I etc, requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADvornsEMENr: The Evaluation Report number preceded by the words "NEM01etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report Is displayed, then R 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 b •
uo."
Robert J.M.Nieminen P.E.s'e�
°
+oy^^.�," Tne facsim8e seaiappeadngvras authorized by 8a6ert
HorfdaRegistrationNo. 59266,Florida DCAANE1983
a:Nn^•O• Nieminen.P.Fon86128/2818.Mdoesnotserveasan
electronically signed document
CERMIGTION 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 R 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 NEMOletc. nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any
project an which this Evaluation Report, or previous versions thereof, Wwas used for permitting or design guidance unless retained
specifically for that purpose.
ONEMOjetc.
COMPONENT EVALUATION:
Sub -Category: Underlaytlent
Compliance Statement: Titanium^' Roof Underlayments, as produced by Owens coming Roofing and Asphalt,
LLC,have demonstrated compliance with the Intent of the following sections of the 0 Edition (2017) Florida
Building Code through testing In accordance with applicable sections the following Standards. Compliance is
subject to the installation Requirements and limitations / Comfitions of Use set forth herein.
1507.1.1,R905.1.1Exception
Unrolling,8reakingStre
1507.1.2, R905.1.1 Exception
Tear Strength..
15071.1, T15071.1,15072.92
Physical. Properties
1507.33
Physical Properties
TAS 110
Accelerated:.W6atheriry
TAS 110
Pul4hrough resistance,
ERD(TST6049)
Physical. Properties
6RD (TST6049)
Physical Properties
ERD M6049)
Physical Properties
ERD (TST6049)
ASTM D226
ERD (TST6049)
Wind Uplift
IT5(TM509)
ASTM D226
ITS (TST1509)
ASTNi 0226
ITS(TST1509)
Physical Properties
ITS(TST1509)
ASTM D226
Owens Coming
Product equivalency
PRI (TSS878)
ASTM 01970 ,
PRI (TST5878)
ASTM D3970; Tear strength
PRI(TST5878)
ASTM D1970; Tear strength
PRI OWS878)
ASTM 01970; Tear strength
PRI(ISf5878)
ASTM. D4799
PRI(TST5878)
TAS 117(4);. Pull -through
ITS (QUA1673)
Qualify Control
IS(QUA1673)
Quality Control
ASTIN 61970
2015
ASFMD1970
2015
FRSA/M April 2012 (04-12)
2012
ASTM 04798
2011
TAS UAB)
1995
115010.05.10
05/14/2010
135520.06.11
06/25/2011
138010A811
08/11/2011
135520.0811-1
08/12/2011
3118D3000Q-003
04/26/2007
3130639CC -002A
09/21/2007
3126617COQ-005
10/3112007
101823107CCIO 011
01/23/2015
Declaration
06/18/2018
C CF-341-02-01
09/20/2017
OCF-331-02-02
10/03/2017
OCF-332.02-02
10/03/2017
OCF,334-02-02
10/03/2017
OCF-34102-01
11/27/2017
OCF-422-02-02
04104/2018
ITS Ustings
_
Current
Service Confirmation
09/30/2017
4.1.1 Titanium"' PSU-30 is 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 lbs/square. Meets
ASTM D1970 as a singIL4ayer and meets FRSA/TRI April 2012 when used in 2-ply system.
MEMO ETC, LLC Evaluation Report 111980.11.MR6
Certij¢ate ofAuftr¢odana32455 6- EDITION (2017) F13C NON44VHZ EVALUATION FL11602-R6
Thanlum Roof Undemaymetns Revision 6: 06/20/2018
Page 2 of 7
ONEmoletc.
4.2 MechanicaRv Fastened Underlayments:.
4.2.1 Titanlumu 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 Titanlumi a UD630 is 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 1507.1A & R905.1.1(Exception).
4.2.3 Titanium'" UDL-501s a synthetic sheet -type
polymer coating. Unit weight 4.7 (bs./squari
sed of a woven core coated on both sides with a
& R905.L1(Exception).
of Record for any project an 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 HVHZ jurisdictions.
5.3 Fre.Class(fication is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product
5.4 Tltan)ufn" Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FSC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
OPTIONS
''=-'A9PHAlT :w^x < � ,N ;>�'"�
��` :' WOODSIiItKES ''� '-�,•'',:
UNDER[AYMENi SHINGLES ,HAD.-0NT1LE FOAM-0N T0.E
... _ ...
._METAL &SNiPIGtES SIATE�
Titanium PSU-30
yes
Yes
Yes
Yes
Yes
Yes
(Dubai, UAE)
(See 5.5.1)
Titanium PSU-3D
Yes
No
Na
Yes
Yes
Yes
(Brentwood, NH)
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
is„eamin2-Fir
iBu,esiroeiin2-yr
Yes
Yes
Yes
gVeml
nuemi
Titanium UDL-50
I Yes
No.
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use
tile adhesives / underlayment combinations.
Dow TileBond"' I FL22525 Titanium PSU-30 (Dubo, UAE)
ICP Adhesives Polysete AH-160 I FL6332 Titanium PSU-30(Dubai, UAE)
'Refer to Tile Manufacturers or Adhesive Manufacturers Florida Product Approval far Overturning Moment Resistance Performance.
NEMa ETC, U.0 Evaluation Report I11960.IL06-R6
Certfi teo(Auleoriniftn F32455 eEDITION (Z017)FBC NON-HVHZ EVALUAtiON ft11602-R6
Titanium Firm} Underlayments Revision 6: 06/20/2018
Page 3 of 7
"NEMOletc.
5.6 Allowable Substrates: Titanium PSU-30: "
5.6.1 Direct -Bond to Deck:
> New untreated plywood;
> Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
> ASTM D226, Type I or II felt.
> 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 -an 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 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 FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-4S osf:
Deck:
Min. IS/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, LIRE), self -adhered
#2 Maximum Design Pressure= -30 PW
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 DW:
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 3/8 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 over printed side of UDL-30.
Underlayment:
One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
NEMO ETC, LLC Evaluation Report 121980.11.08-0
OeMpmre opaumoraanon 032455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FU16021116
Titanium Roof Underlairme is Revision 5t 06/20/2018
Page 4 of 7
"NEM0 I etc.
#4 Maximum Desian Pressure =-45 psi":
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. 32ga, 1-5/80 diameter tin caps
Spacing: 64nch 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 at all tin•caps.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered
#5 Maximum Design Pressure =-45 csf':
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 sufticlent 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 Minch wide side laps and 8-Inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Undertayment: One or two plies, Titanium PSU 30 (Dubai, UAEJ, 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 1A.
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 WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
DataSheet.l-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure 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 190-days.
5.9 Tile Slippage Limitations (per FRSA/TRI April 2012 (OM22)1:
When loading roof tiles on the underlayment In direct -deck tile assemblies, the maximum roof slope shall be as
follows: -These slope limitations -an only be exceeded6Yusing battens during loading ofthe-roofiiles.- — --
Titanium PSU-30 (Dubai, UAE)
Max.1D-tile stack
Max.10-tile stack
6:12
MEMO ETC, LLe Evaluation Report 111980.11.08-R6
Ce,ofto0r ofAmmmmVon A32A55 6- EDMON(2017) FBC NON-WHZ EVALUATION FL116OZ-R6
Titanium Roof Underlayments Revision 6.06/20/2029
Page 5 of 7
published Installation requirements subject to the Umitations 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 TiFaniun UDLiS,,fitaniumU6L36orTftanium,UDl-SOt_
m _ .
6.3.1 Shall be installed In compliance with the requirements for ASTM D226, Type I or it underlayment In FBC Table
1507.L1 or R905.11 for the type of prepared roof covering to be installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-t5 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL-SO is limited to ring shank roofing nails with minimum 3/8-4nch
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 FEC 1507.1.1 and FBC R905.1.1 states: ':_except metal cap nails
shall be required where the ultimate design wind speed, V,,,ry equals or exceeds 150 mph."
Owens Coming 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 Titanium"' 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 Slooes 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 he installed atop the
underlayment, the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 254nch 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.
6A Titanium"' PSU30r _
6.4.1 Shall -be installed in compliance with the codified requirements for ASTM D1970 underlayment-in FBC Table
1507.2.1 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:
➢ 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.
D Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 124nches and side (horizontal) laps shall be minimum 34nches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
7 Upon completion, inspect the membrane and repair any defects or fish -mouths.
NEMO ETC, LLC Evaluation Report 111980.11.0R-R6
Cvtiflmte,fAvdWdmti,ns32455 eEDmON(2017)F11C NON-NVIR EVALUATION FL11602-R6
Titanium Roof Underlayments Revision 6:06/20/2018
Page 6 of 7
ONEMOjetc.
6.4.3 Tile Applications rl'rtanium PSU-30 /Daboi, UAE p I
Reference is made to FRSAf1 RI 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 underlayment.
Refer to Table 2 herein, and OwensComing Roofing and Asphalt, LLC published requirements for tile staging.
65 Titapiutni-Ply System' ....
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UD43o (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU30 (Dubai, uAE), self -adhered.
6.5.2 Non -Tile Application:
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 (Dubai; UAE) in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) installation Manual and Table i 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 the slippage and/or damage to the underiayment
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-hour cure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at file fastener.penetrations is required for all the roofing installations. Contact
mans rnrninti Roofine and Asphalt, LLC for approved sealant or mastic types.
of this product.
The following plants have qualified products under their respective pnystcai Prpperues hp--u -
- END OF EVALUATION REPORT -
Evaluation Report 11198611.68-R6
MEMO ETC, LLC FL11602•R6
CertiBtute ofAefnonlAttan 932455 6- EDITION I1D171 FBC NON-WMZ EVALUATION Revision 6:06/la/Z018
Titanium Raaf undedaymenes
Page 7 of 7
RECEIVED
CREEKMAV ®7 1019 Certificate of Auth7520 Edinburgh 29824
mitring Department Tampa, FL 33647
`TECHNICAL, SERVICES, �,Lrt. Lucle county (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 61e EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued Octobers, 2017
P.O. Box1404
Joplin, MO 64802
(417) 624-6644
hlta t/www.tamko corn S'CA
Manufacture Location: Silvassa, India St uClt? y ,,
L
Quality Assurance: Intertek Testing Services NA Inc. (QUA1673) COun)y
Category:
Roofing
Subcategory:
Underlaymenis
Code Sections:
1507.1.1, 1518.4
Properties:
Physical properties
PRODUCT DESCRIPTION
TAMKO SyntheticGuard A mechanically attached, synthetic underayment composed of a black coated
Polypropylene spun bond fabric surface, a polypropylene 5x5 scrim on the exposed side
and a black coating on the sheathing side (nominal weight = 2.11 Ib/100P). The
undedayment shall be used an altemative to ASTM D 226, Type II roofing
underiayments and has demonstrated a minimum tear strength of 20 pounds when
tested in accordance with ASTM D 1970. The product is supplied in 9.2-sq rolls with
nominal dimensions of 4-ft x 250.5-ft. Unless otherwise noted, the following application
details shall be followed for New and Existing construction. See manufacturer's
installation instructions for further detail.
TAMKO SyntheticGuard A mechanically attached, synthetic undedayment composed of a grey coated
Plus polypropylene spun bond fabric surface, a Polypropylene 10x5 scrim on the exposed
Side and a grey coating on the sheathing side (nominal weight = 3.05 Ib/100P). The
underlayment shall be used an alternative to ASTM D 226, Type II roofing
undedayments and has demonstrated a minimum tear strength of 20 pounds when
tested in accordance with ASTM D 1970. The product is supplied in 9.2-sq rolls with
nominal dimensions of 4-ft x 250.5-ft. Unless otherwise noted, the following application
details shall be followed for New and Existing construction. See manufacturer's
installation instructions for further detail.
Ihis evaluation report is provided for State of Florida product tty CREEK
duration far which this report valid.
I under Rule 61GZ0-3. The manufacturer shall notify C
age 1 of 3
Technical Services, LLC of any product changes or quality assurance changes throughout the
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, INC.
TECHNICAL SERVICES, LLC SynthaticGuard
APPLICATION
fitted
construction. Deck shall be installed in accoIrdance wiittho FBC requirements. s
Roof Deck: The roof deck shall be constructed of close)
ng
shall have no more than 1/8° gap at abutting joints. Roof deks
Application: Non-HVHZ: Underayment shall be installed in accordance with the FBC Table 1507.1.1
and manufacturer's installation instructions.
HVHZ: Underlayment shall be installed with a minimum 4-inch head lap and be fastened
as specified in FBC Section 1518.2.
Allowable roof coverings: Non-HVHZ: Underlayment shall be used with mechanically attached roof covering
systems as prescribed in FBC Section 1507.1.1.
HVHZ: Underlayment shall be used with mechanically attached asphalt shingles, wood
shakes and shingles, non-structural metal roofing, or quarry slate.
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) 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.
5) Roof slope limitations shall be in accordance with FBC requirements.
6) The underlayment may be used as described in other current FBC product approval documents.
7) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
8) The underlayment shall not be installed over existing roof coverings.
9) All undedayments shall be installed with the roll length parallel to the save, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
10) The underlayment shall be exposed on the roof deck for a maximum duration of 30 days.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
REFERENCES
Enti Report No. Standard Intertek Testing Services NA Ltd. (TST1509) 102404168COQ-004 ASTM D 226 Year
Intertek Testing Services NA Ltd. (TST1509) 102404168COQ-012 2012
Intertek Testing Services NA Ltd. (TST1509) 10275111000Q-002 ASTM A 08 2011
PRI Construction Materials Technologies ST5878 ASTM E 226 2009
9 R ) TAP-393.02-01 ASTM D 226 2009
ASTM D 4869 2016
PRI Construction Materials Technologies (TST5878) TAP-394.02-01 ASTM D 4533 2015
ASTM D 226 200909
ASTM D 4869 2016
ASTM D 4533 2015
•- .••--���� ��� ���e yr riunoa proauct approval under Rule 61G20-3. The manufacturer shall n�
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.
2 of
is valid.
are not
®CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS, INC.
SyntheticGuard
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6'n Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R.
`%%,G�PRO E N Sp9�Cc�'�i
,• �;: � F • sue'%
No 74021
��: STATE OF :414
�,.
•:OR�pP��C;,�
CERTIFICATION OF INDEPENDENCE
2017.10.05
12:51:28
-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor all 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, norwill 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
--' - I ---ioFL19948-RI
This evPage 3 of 3
aluatn report is provided for State of Florida product approval under Rule 81G20-3. The manufa
Technical Services, LLC of any product changes or quality assurance notify CREEK
chcturer shall
This evaluation report does not express nor imply warranty, Installationanges throughout the duration for which this report is valid.
specifically addressed hereto. , recommended use, or other product attributes that are not
5-Ol y 2
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017
220 West 40 Street Joplin, MO 64801 61 VL
(417)624-6544 SCANNED /�J6— QMO
Manufacturing Plants: Joplin, MO BY RECEIVED REVIEWED FOR
Phillipsburg, Ks St. Lucie County
Frederick, MD tom 0 7 ' ;ODE COMPLIANCE
Dallas, TX
Tuscaloosa, AL p,,mltSt.tm 00ST.`LUCIE COUNTY
Quality Assurance: UL LLC (QUA9625) BOCC
SCOPE
Category: Roofing W I IJLL, E Copy
Subcategory: Asphalt Shingles (I..lfill
Code Sections: 1504.1.1, 1507.2.5. 1507.2.7.1. 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
Enti
Reoort 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-064-02-01
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)
TAP303.02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP307-02-01
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)
TAP317-02-01
TAS 100
1995
UL LLC (TST9628)
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (rST9628)
04NK24368
ASTM D 3462
2010A
05NK28008
ASTM D 6381
2008(2013)e1
UL 2390
UL LLC (TST9628)
(T )
06NK03898
ASTM D 7158
ASTM D 3161
2011
2016
UL LLC (TST9628)
R )
08CA59132
ASTM D 3462
ASTM D 3161
2010A
2016
ULLLC (TST9628)
09NK07896
ASTM D 3161
2016
UL LLC (TST9628)
(T
1OCA50498
ASTM D 3462
ASTM D 3462
2010A
2010A
UL LLC(TST9628)
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
11NK14014
ASTM D 3161
2016
ULLLC (TST9628)
R )
12CA24551
ASTM D 3462
ASTM D 3161
2010A
2016
UL LLC (TST9628)
LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)et
UL
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
CREEK Technical Services LLC ( ANE11669 )
TBP15001.3
ASTM D 3462
2010A
Calculations
2017
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.
W 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, 3-tab asphalt shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage®
13-114" 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
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-1/4' x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage®
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate
13-114" 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.
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.
®CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite GlassSeal®
Basic Wind Speed (V g,):
(Frederick, Joplin &
Basic Wind Speed (Va,e)
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
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. 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 Nail 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 06 Nail Pattern" detailed below.
-718n
5-1I81,
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
-7/8a
i"118"
Figure 2. Elite Glass -Seat & Glass -Seal
6 Nail Pattem
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed (V°10:
(Dallas, Frederick, Joplin, Basic Wind Speed (V,,d):
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):
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. 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 5-5/8 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
Patterns or "6 Neil Pattern" detailed below.
NAIL ZON E
BOND
EXPOSURE &6/8"
I" �111— 12-1 /2" -+-12-318r' —►- 12-1 /2"--►I h--1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8°
1^� �T-1/2'+�7-1/2°� 7�8°�-7-i/2"-►h-7-1/2"� h—i°
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
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,installafion, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
7-1
1 �7-1/2+7-1/2'7.3/8"-1/2+4/294
Figure 6. Heritage® Woodgate
6 Nail Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONFJ
COMMON BOND
Common Bond
3t1.9/8"
Figure 6. Heritage®, Heritage® Premium, S Heritage® Woodgate
Alternate 6 Nall Pattern
raw r C"C r7
10CATION
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4
i nis evawatlon 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.
®CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vwa:
(Frederick) Basic Wind Speed (V,,d):
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. 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 "6 Nall 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
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
bOMMON BOND
$u
Figure 8. Heritage® Premium (Frederick)
4 Nall Pattern (non-HVHZ only)
Figure 9. Heritage® Premium (Frederick)
6 Nall Pattern
OND
TBP15001.4 FL18355-R4
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall n
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.
6 of 11
is valid.
are not
®CREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgats Basic Wind Speed (Vuo:
(Frederick) Basic Wind Speed (Ve,e):
Deck (Non-HVHZ):
Underiayment:
Min. slope:
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
1 --T�nT
7 EXPOSURE r
.i 1 ■t
1'I—rl 11e—a-12-3/8'r..... 11" —� 11,41.1"
Figure 10. Heritage®Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
ZONEf
NON BOND
1
!i•1/2'
EXPOSURE 5'
rrt
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
®CREEK
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (V jJ:
(Phillipsburg) Basic Wind Speed (V.w):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
Min. slope:
Installation (HVHZ):
Installation (Nan.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. 15/32 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 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 "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 12. Heritage® Vintage®
6 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattern
i ms evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall n
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.
8 of 11
Is valid,
are not
®CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V u):
(Frederick & Joplin) Basic Wind Speed (Vase):
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.
Direado�n of prevailing wind
exposure
Figure 1
Fastener
t5�n
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
>xposure
This evaluation report
Technical Services, LLC provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
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
Vintage® Hip & Ridge Basic Wind Speed (V lt):
(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. 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.
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.
Dlredlo�n of prevailing wind
ire
Figure 1
:r
Fastener
Figure 2
Kposure
rigure 3
Figure IS. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 p
This evaluation report is provided far State of Florida product approval under Rule 61G20-3. The manufacturer shall n
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.
of 11
Is valid.
are not
®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 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 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 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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
J%,,GPR'r E R ,S
fpR�,���i �p • V\ G
` VV
No 74021
Cam:
�'. STATE OF
�0 N 181111A11 t��A,�p
CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
-04'00'
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 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.
TBP15001.4
END OF REPORT
FL
11
oyo �, ,
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 n specifically addressed herein. ot