HomeMy WebLinkAboutEVALUATION REPORTRECErVED
APR 2 2 2019
Permi Lucie county p��y�0e Comp'Ll""
s-°. Lucie c®umry
ENGINEER EVALUATE
Sentry Building Innovations
1209 Orange Street, Wilmington,
New Castle, DE 19801
(843)735-1773
SCANNED
BY
St. Lucie County
NEMOletc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CERTIFY
lion Report 13925.02.17-1-112
FL21895-R2
Date of Issuance:02/16/2017
Revision 2:12/11/2018
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 Cade sections noted
herein.
DESCRIPTION: Roofnadom Synthetic Roofing 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 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.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. 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 5.
Prepared by: ; ko1,,,y,(s"-_
. oP,
a
Robert J.M. Nieminen, P.E. °?T� <,_ pti--=' The farslmiresea 12/11/appearing 018. Thisdoesnoted s meal
... S'gj� Nieminen, P.E. on 12/11/2018. Thisdoesnotserve as an
Florida Registration No. 59166, Florida DCA ANE1983 ".Su"',,,;�„�� electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc. 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 I etc. 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 I etc. 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.
NNEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement: RoofnadoTM Synthetic Roofing Underlayments,
as produced by Sentry Building Innovations,
have demonstrated compliance
with the following sections of the 6t1 Edition (2017) Florida Building Code through
testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation
Requirements and Limitations
/ Conditions of Use set forth herein.
STANDARDS:2.
[Section _--
--Wind
Properties -�.---.�......_._..J.�.
_--_ : Standard
�.
1504.3.1
Uplift
UL1897
R,Year,-
2012
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength,
Pliability ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM 04533
2015
1507.1.1, T3507.1.1, 1507.2.9.2 Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12) 2012
TAS 110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
,Entity____ _ __ _
_ Examination
'Reference
ERD (TST6049)
ASTM D226
ACT-SC14110.05.17-2 v
JDate ,TM
OS/24/2017.N_
ERD(TST6049)
ASTM D226
ACr-SC14110.05.17-3
05/24/2017
ERD(TST6049)
ASTM D4533
ACT-SC16550.17
10/19/2017
ICC-ES (EVL2396)
IBC/IRC compliance
ESR-4055
03/01/2017
NEMO(TST6049)
UL1897
4L-ACT-18-002.07.18-2
07/05/2018
NEMO (TST6049)
AC152
45-ACT-18-001.10.18-1B
10/08/2018
NEMO (TST6049)
FRSA/7RI April 2012
45-ACr-18-001.11.18-2B
11/12/2018
QAI(TST9808)
ASTM E108
RJ3502-1
09/29/2014
QAI(TST9808)
ASTM E108
RJ3502-2
09/29/2014
QAI(TST9808)
Physical Properties, AC188
RJ350213-1
11/05/2014
CAI (TST9808)
Physical Properties, AC188
RJ3502P-2
11/05/2014
QAI(TST9808)
ASTM D1970
RJ5365P-3
04/26/2017
QAI(TST9808)
ASTM D1970 (adhesion)
RJ5365P-4
06/29/2017
QAI (QUA7628)
Traceability/Inspections
Service Confirmation, India
02/09/2017
QAI (QUA7628)
Traceability/Inspections
Service Confirmation, UAE
02/09/2017
C
4.1
4.2
PRODUCTDESCRIPTION:
Name
Description
Specification
Manufacturing
Location(s)
RoofnadoTM
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
AnchorDeckm
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls48-inch x 250-ft with a nominal unit weight
of 2.25 Ibs/square.
RoofnadoTM
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
StormTreadTM
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the backside,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80 Ibs/square.
NEMO ETC, LLC Evaluation Report 13925.02.17-1-112
Certificate ofAuthodratlon 432455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado- synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 2 of 5
4.3
4.4
NNEMOIetc.
Name
Description
"Specification
Manufacturing ,
Location(s)
RoofnadoTM
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
ShingleLockTM
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefln sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80lbs/square.
RoofnadoTM
Self -adhering underlayment consisting of a synthetic top-
ASTM 03970 &
United Arab
LapLockT" PSU
facer, polymer modified bitumen and a release liner,
FRSA/TRI April
Emirates
available in rolls 36-inch x 67-ft with a nominal 60-mil
2012
thickness.
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 HVHZ jurisdictions.
5.3 Fire classification does not form part of this evaluation; refer to QAI Laboratories (www.gai.org) current Building
Products Listing Directory for fire listings of this product.
Note: ASTM E108 reports furnished by the applicant indicate Roofnado'" Synthetic Roofing Underlayments may be
used as a component of a classified roof assembly with a roof covering of Class A, B or C glass fiber mat asphalt -
shingles complying with the 6t6 Edition (2017) Florida Building Code or in Class A roof assemblies with the roof
coverings specified in the exceptions to FBC Section 1505.2, when installed report over minimum 3/8-inch thick AC
Exterior Grade plywood deck.
5.4 RoofnadoTM Synthetic Roofing 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 on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers:
TABLE 1:
ROOF COVER OPTIONS
ASPHALT &
-
- WOOD
- `-
•
: SYNTHETIC
FOAM-ONL
SHAKES&
-
UNDERLAYMENT
SHINGLES
NAIL-ONTILE
TILE
METAL
SHINGLES
SLATE -
AnchorDeckTM
Yes
No
No
Yes
Yes
Yes
(residential only)
(primed cedar)
StormTread"°
Yes
No
No
Yes
Yes
Yes
(primed cedar)
ShingleLockT"
Yes
No
No
Yes
Yes
Yes
(primed cedar)
LapLockT" PSU
Yes
Yes
Yes
Yes
Yes
Yes
(See 5.5.1)
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance
NEMO ETC, LLC
Evaluation Report 13925.02.17 -R2
cettlJlmte oJAuthorizotlon p32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado"' Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 3 of 5
NNEMOletc.
5.6 Allowable Substrates; Roofnado'" Lapl.ockTM PSU:
5.6.1 Direct -Bond to Deck:
➢ New or existing untreated plywood; primed or primed with ASTM D41 primer.
➢ New or existing untreated OSB; primed or primed with ASTM D41 primer.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, II felt.
5.6.3 Wind Resistance for Underlavment 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 2012 (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 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-97.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: Roofnado'm LapLockTM PSU, self -adhered and back -nailed max. 12" o.c.
5.7 Exposure Limitations:
RoofnadoTM AnchorDeck'", StormTreadTM or ShingleLock'" shall not be left exposed for longer than 30-days.
RoofnadoTM LapLock'" PSU shall not be left exposed for longer than 90-days.
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-1211•
When loading roof tiles on the underlayment in direct -deck tile 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.
6.1 RoofnadoTM Synthetic Roofing Underlayments shall be installed in accordance with Sentry Building Innovations
published installation instructions subject to the Limitations set forth in Section 5 herein and the guidelines 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 RoofnadoTMY AnchorDeck^,StormTread" orShingleLackTM: "
6.3.1 Shall be Installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.2.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
NEMO ETC, LLC Evaluation Report 13925.02.17-1-RZ
Certlf lrute OfAuthodiotion 432455 0 EDITION (2017) FRC NON-HVHZ EVALUATION FL21895-112
Roafnado^ Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 4 of 5
ONEMOjetc.
6.3.2 Fasteners:
✓ If primary roof cover is installed within 24-hours, fasteners may be corrosion resistant 3/8-inch head x 1-inch
long roofing nails
✓ If primary roof cover is installed after 24-hours, fasteners shall be plastic cap nails or metal cap nails with
minimum 1-inch diameter head.
x Do not use staples.
Ensure fasteners are installed at 90 degree angle to the deck with flush contact between the cap and the upper
surface of the underlayment. Fasteners shall be of sufficient length to penetrate through the underside of plywood
or O5B decks, or minimum''% -inch embedment into dimensional lumber/tongue-and-grove wood decks.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where
the ultimate design wind speed, V„h, equals or exceeds 150 mph.
6.3.3 When required by the local building code or Authority Having Jurisdiction, install a leak barrier of ASTM D1970 or
equal holding Florida Statewide Product Approval or Local Approval at vulnerable leak areas, including but not
limited to eaves, valleys, rakes, skylights and dormers.
6.3.4 Single Laver, Slopes of 4:12 and more:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 3-inches. Ensure all
vertical end -laps are staggered at least 3-feet apart.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1, considering the wider sheet -
width. When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.3.5 Double Laver. Slopes between 2:12 and 4.12:
Double layer application; begin by fastening a 25.5-inch wide strip along the eaves. Place a full -width sheet over
the starter, completely overlapping the starter course. Continue as noted in 6.3.4, but maintaining minimum 25.5-
inch side (horizontal) laps, resulting in a double -layer application and 6-inch wide end (vertical) laps. Ensure all
vertical end -laps are staggered at least 6-feet apart.
6.3.6 Contact Sentry Building Innovations [(843) 735-1773] for exposure to high wind velocity areas.
6.4 Roofnadom LapLock" PSUi. _ -
6.4.1 Non -Tile Installations:
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, and Sentry Building Innovations published
requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in
FRSA/TRI April2012 (04-12), and Sentry Building Innovations published requirements.
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 Sentry Building Innovations published requirements for tile staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
QAI Laboratories —QUA7628; (604) 527-8378, mlansdowne0gai.org
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 13925.02.17.1-R2
Centilwte ofAuthodiation 432455 6"EDITION (2017)FBC NON-HVHZ EVALUATION F121895-112
Roofnado- Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 5 of 5