HomeMy WebLinkAboutEVALUATION REPORTENGINEER EVALUATE
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740) 321-6345
SCANNED
BY
St. Lucie County
TEST
MEMO l EtC.
Certificate of Authorization #32455
353 Christian Street, Unit #13
CONSULT
Oxford, CT 06478
(203)262-9245
CERTIFY
Evaluation Report
FL11602-RS
Date of Issuance:11/03/2008
Revision 5: 04/19/2018
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: Titanium'" 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 I.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION of INDEPENDENCE:
^sa;^Z•'. �`.-^t+zll�`
The fadsimile seal appearing was authorized by Robert
• ;!�,,,„��;,,,
Nieminen, P.E. on 04/19/2018. This does not serve as an
electronically signed document.
1. NEW 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.
5. This is a building code evaluation. Neither NEMOI 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.
iVenno etc.
I
ROOFING COMPONENT EVALUATION:
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 following sections of the 611 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.
Section
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
1507.1.1, T1507.1.1,
1507.2.9.2
1507.3.3
TAS 110
TAS110
Property
Unrolling, Breaking Strength, Pliability
Tear Strength
Physical Properties
Physical Properties
Accelerated Weathering
Pull -through resistance
Standard
ASTM D226
ASTM D1970
ASTM D1970
FRSA/TRI April 2012 (04-12)
ASTM D4798
TAS 117(B)
Year
2009
2015
2015
2012
2011
1995
Enti
Examination
Reference
Date
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
115010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
ASTM D226
138010.08.11
08/12/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
ASTM D226
311801000Q-003
04/26/2007
ITS(TST1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS(TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS(TST1509)
ASTM D226
101823107COQ-011
01/23/2015
PRI (TST5878)
ASTM D1970
OCF-341-02-01
09/20/2017
PRI(TST5878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI(TST5878)
ASTM D1970; Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
TAS 117(B); Pull -through
OCF-422-02-02
04/03/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
4.1
meets FRSA/TRI April 2012 when used in 2-ply system.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium7' 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 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.2 Titanium'"' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0lbs/square; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.3 Titanium'"" 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).
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Certificate oJAuthorization N32455 6'H EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 2 of 7
___*MEMO I etc.
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 is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Titanium'" 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 on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
Asphalt
Wood Shakes
Underlayment
Shingles
Nail -On Tile
Foam -On Tile
Metal
& Shingles
Slate
Titanium PSU-30
Yes
Silvassa, India
( )
Yes
-
Yes
(See 5.5.1)
Yes.
Yes
Titanium PSU-30
(Brentwood, NH)
yes
No
No
Yes:
Yes
Yes
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
lease 5hee[in 2-ply
(Base Sheet in 2-ply
Yes
Yes
Yes
system)
system)
Titanium UDL-50
Yes
No
No
Yes
Yes.
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
Adhesive
Florida Product Approval
Underlayments
Dow TileBond"
FL22525
Titanium PSU-30 (Silvassa, India)
ICP Adhesives Polyset® AH-160
FL6332
Titanium PSU-30 (Silvassa, India)
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck
i 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).
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R5
Certificate of Authorization#32455 62X EDITION(2017) FBC NON•HVHZ EVALUATION FL11602•RS
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 3 of 7
MEMO I etc.
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 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 =-45 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (0ptional)ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered
#2 Maximum Design Pressure=-3013sf•
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 (Silvassa, India), self -adhered
#3 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 (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 (Silvassa, India), self -adhered
#4 Maximum Design Pressure =-45 psf":
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 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 (Silvassa, India), self -adhered
NEMO ETC, LLC Evaluation Report 111980.11.08-R5
CerrIfimte oJAuthoriiation #32055 6T" EDITION )2017) FEIC NON-HVHZ EVALUATION FL11602-RS
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 4 of 7
_-NMEMO OtG.
#5 Maximum Design Pressure =-45 psf•:
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 D.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 UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), 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 IA.
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
Data Sheet 1-29 (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 (Silvassa, India) shall not be left exposed for longer than 90-days.
Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days.
5.8 Tile Slippage Limitations fper FRSA/TRI April 2012 (04-12)1:
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.
. . r
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Titanium PSU-30 (Silvassa,
India)
Flat
Max. 10-tile stack
5:12
Lugged
Max. 10-tile stack
6:12
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
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).
NEMO ETC, LLC Evaluation Report 111980.11.08-R5
Certifimte o)Authonzation N32455 6" EDITION (2017) FRC NOWHVHZ EVALUATION FL11602-R5
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 5 of 7
� NEMO etc.
6.3 Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL-50:
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, taking into account 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 caps.
Mechanical attachment of Titanium UDL-50 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, Vale, 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 TitaniumTM 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 2:12 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.
6.4.1 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:
i 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.
➢ 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.
S If the membrane becomes misaligned, cut the roll and re -start.
i Upon completion, inspect the membrane and repair any defects or fish -mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
CerNPoate o)Authorizatlan #32455 6'" EDITION (2017) FBC NON.HVHZ EVALUATION FL11602•115
Titanium Roof U nderlayme nts Revision 5: 04/19/2018
Page 6 of 7
- - _--- - NEMO etc.
6.4.3 Tile Applications (Titanium PSU-30 (Silvassa, India) onl
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the 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-hour cure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact
Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types.
6.5 Titanium 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 (Silvassa, India), self -adhered.
6.5.2 Non -Tile Applications
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 (Silvassa, India) 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 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, taking into account
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-hour cure time after installation, before loading
of roofing tiles.
The use of sealant or mastic at tile 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 Authority Having Jurisdiction in order to properly evaluate the installation
of this product.
Contact the noted QA agency for information on product locations. covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product s
Mission, BC, Canada
FBC 1507.1.1 (Exception)
Titanium UDL-30; Titanium UDL-50
Qingdao, China
FBC 1507.1.1(Exception)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Silvassa, India
FRSA/TRI 04-12 (2-ply system)
Titanium PSU-30 (Silvassa, India)
Intertek Testing Services NA Inc.—QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 111980.11.08-RS
Cenificote of Authorization#32455 6T"EDITION 12017)FOC NON-HVH2 EVALUATION FL31602-115
Titanium Roof Underlayments Revision 5: 04/19/2018
Page 7 of 7
ENGINEER EVALUATE TEST
SCANNED
— — - BY
St. Lucie County
MEMO l etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
Polyglass USA, Inc. Evaluation Report P9290.02.08-R21
150 Lyon Drive FL1654-R23
Fernley, NV 89408 Date of Issuance: 02/11/2008
(954) 233-1330 Revision 21:10/08/2018
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6t' Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
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). 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 "NEMO Ietc. 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 4, plus a 65-page Appendix
Prepared by:
;,'^ •.,—
Robertl.M. Nieminen, P.E.
The facsimile seal appearing was authorized by Robe"
Florida Registration No. 59166, Florida DCA ANE1983
7essac • N- ;,..•.
'.:!i,,,,,;!,,,�•.• Nieminen, P.E. on 10/08/2018, This does not serve as an
electronically signed document
CERTIFICATION 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 orcontrolled 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, norwill acquire, a financial interest in any other entity involved in the approval process of the
product.
5. 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.
-- --- -- -- - - - - - NEnno I etc. - —
ROOFING SYSTEMS EVALUATION:
Product Category:
Roofing _
Sub -Category:
Modified Bitumen Roof Systems
Compliance Statement:
Polyglass SBS and APP Modified Bitumen Roof Systems, as
produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 6" Edition
(2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to
the Installation Requirements
and Limitations / Conditions of Use set forth herein.
r •P
Section
Pro a Standard
Year -
1504.3.1
Wind FM 4474
2011
1504.3.1
Wind UL 1897
2012
1504.7
Impact FM 4470
2012
1507.11.2
Physicals ASTM D6162
20.08
1507.11.2
Physicals ASTM D6163
2008
1507.11.2
Physicals ASTM D6164
2011
1507.11.2
Physicals ASTM D6222
2011
1507.11.2
Physicals ASTM D6509
2009
Entity
Exam
Reference
Date
Entity
Exam
Reference
Date
ERD (TST6049)
Physicals
P10490.10.08-2
10/30/2008
FM (TST1867)
FM 4470
2D0AOAM
IZ/23/1998
ERD(T5T6049)
FM 4470/4474
P13760.09.09
09/10/20D9
FM (TST1867)
FM 4470
2DSA9.AM
06/2Z/1999
ERD (TST6049)
FM 4470/4474
P33770.09.09
09/10/2009
FM (TST3867)
FM 4470
3006646
01/04/2000
ERD (T5T6049)
FM 4470/4474
P30540.11.09-R1
31/30/2M9
FM (TST1867)
FM 4470
3001334
01/25/2000
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (TST1867)
FM 4470
3001334
02/15/2000
ERD (TST6049)
Physicals
P33960.12.10
12/3D/2010
FM (TST1867)
FM 4470
3M0857
01/12/2000
ERD rTST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM (TST1867)
FM 4470
3004091
01/12/2000
ERD (TST6049)
Physicals
P3759D.03.13-3A
03/06/2013
FM (TST1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
FM (TST1867)
FM 4470
3012321
07/29/2002
ERD (TST6049)
Physicals
P37590.03.13.1-R1
06/26/2013
FM (TST1867)
FM 4470
3014692
08/05/2003
ERD (TST6049)
Physicals
1`37590.03.13-2-R1
07/01/2013
FM MT1867)
FM 4470
3014751
08/27/2003
ERD (TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM (TST1867)
FM 4470
3007170
01/13/2004
ERD (TST6049)
Physicals
P37590.03.13-S-Rl
07/01/2013
FM (TST1867)
FM 4470
3019317
06/30/2004
ERD (TST6049)
Physicals
P37590.07.13-1
07/02/2013
FM (TST1867)
FM 4470
3020703
07/30/2004
ERD (TST6049)
FM 4470/4474.
P41630.08.13
08/06/2013
FM CTST1867)
FM 4470/4474
3018332
01/31/2M6
ERD (TST6049)
Physicals
P45940.09.13
09/04/2013
FM(TST1867)
FM 4470/4474
3023368
03/20/2006
ERD (TST6049)
Physicals
P44370.10.13
10/04/2013
FM (TST1867)
FM'4470/4474
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM(TST1867)
FM 4470/4474
3023458
07/18/2006
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
FM (TST1867)
FM 4470/4474
3030668
09/12/2007
ERD (TST6049)
Physicals
P454405C.03.15-1
03/31/2015
FM (TST1867)
FM 4470/4474
3032172
06/12/2009
ERD (T51`6049)
Physicals
SC5170.05.15
05/08/2015
FM (TST1867)
FM 4470/4474
3049631
04/21/2014
ERD(TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TST1867)
FM 4470/4474
3057029
02/0Z/2017
ERD (TST6049)
Physicals
SC5170.12.15
12/29/2015
NEW (TST6049)
Criticality
4s-PLYG-18-001.08.1e
06/23/2018
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO (TST6049)
FM 4474
41_-PLYG-18-003.08.18
08/21/2018
ERD (T5T6049)
FM 4470/4474
PLYG-SC8905.05.16.1
05/17/2016
NEMO (TST6049)
FM 4474
PLYG C1, C3, c4, c5, C8
09/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
NEMO (TST6049)
Criticality
45-PLYG-2"01.10.1a
10/03/2018
ERD (T96049)
FM 4470/4474
PLYG-SC30815.07.16-113
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
12/04/2007
ERD (TST6049)
UL 1897
PLYG-SC12025.10.36
10/12/2016
PRI(TST5878)
Physicals
PUSA-061-02-02
01/28/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
PRI (TST5878)
Physicals
PUSH-064-02-02
02/27/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC13235.01.17
01/17/2017
PRI(TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD(TST6049)
FM 4470/4474
PLYG-SC13920.05.17
05/30/2017
Pat(TST5878)
TAS 114
PUSA-188-02-01
02/08/2017
ERD (TST31294)
FM 4470/4474
PLYG-Cn13945.05.17.1
05/30/2017
PRI (TST5878)
TAS 114
PUSA-IM-02-02
02/08/2017
ERD (TST11294)
FM 4470/4474
PLYG M13945.05.17-3
05/30/2017
PRI (TST5878)
TAS 114
PUSA-188-02-03
02/08/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI (TST5878)
TA5114
PUSA-202-02-01
05/17/2017
ERD(TST6049)
FM 4470/4474
PLYG-SC35760.09.17
09/11/2017
PRI(TST5878)
TA5114
PUSA-202-02-02
05/17/2017
FM (TST1867)
FM 4470
2W7A7AM
08/04/1994
M-D (CER1592)
HVHZ
Various NOAs
Various
FM (TST1867)
FM 4470
OD3A3AM
04/04/1997
M-D (CER3592)
Prop. for Rev.
10-0823
10/12/2010
UL (QUA9625)
Quality Control
Service Confirm
09/13/2018
NEMO ETC, ILC Evaluation Report P9290.02.08-R21
Certificate of Authorization d32455 6r"EDITION (20171 FBC NON-HVHZ EVALUATION FL1654-RZS
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 2 of 4
14NEM0 I etc.
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6SO9
N/A
N/A
SBS Membranes
'
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 Type II
ASTM D6164
5
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film back)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
-
APP Membranes
Polyflex
ASTM D6222
S
I
PolyflexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
5
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
Polykool
ASTM D6222
S
I
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 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate gfAuthonzonon x32455 6T"EDITION (2017) FBC NON. HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Revision 21:10/0812018
Page 3 of 4
-ANN6Mo etC.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall
be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of
the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16.
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, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk`
carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements forthe system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 611320-3.
Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirementsfor wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
2609 for determination of design wind loads.
As required by
this product.
Contact
QA agency
or Authority Having
on
in order to properly evaluate the installation of
covered for F.A.C. Rule 61G20-3 QA requirements
-THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-1121
certificate of Authorization#32455 6?H EDITION(20171 FBC NON-HVHZ EVALUATION F1.1654-R23
Polyglass Modified Bitumen Roof Systems, ISM) 233-1330 Revision 21: 10/08/2018
Page 4 of 4
I
ONEM01ei c.
;APPENDIX
1:
ATrAcHMENT REQUIRE ENTS FOR WIND
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE
TABLE
DECK
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
'5
1B
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
SD
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
Wood
New or Rercof(Tear-Off)
F
Non -Insulated, Bonded Roof Cover
26
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Tap Insulation, Bonded Roof Cover
27-29
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached insulation, Bonded Roof Cover
30-34
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35-$7
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Banded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51- 3
5A
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
SD
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
5E
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
SO
6D
Existing gypsum
Reroof (Tear-OfF) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
)o Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation Instructions.
NEMO EFC, UC Evaluation Report P9290.02.08-R21 for FU6547M
Certificate of Authorization #32455 6m EDITION 12017) FBC NON-H IEVALUATION Revision 21: 10/08/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65
i
MEMO I etc.
3. Unless otherwise noted, Insulation maybe anyone layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA requirements
of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions.
➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. '
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
), Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond SOO is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-Inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-opplied adhesive, board joints shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maxi um
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed fora particular system In the tables, then the
thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 0.5-inch thick)
Y- OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick 150 95+GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) _
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
➢ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with'FBC
Chapter 16, and 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI F%-1 or Testing Application Standard TAS 105.
12. For existing substrates In a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
AN51/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional;however, the existing roof system shall be suitable for a recover application.
NEMO ETC, lLC Evaluation Report P9290.02.08-R21 for Ft1654i-t R23
Certificate of Authorization 1132455 6F- EDITION (20171 FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Merriman, PE-59166 Polyglass Modified Bitumen Roof systems; (954) 233-1330 Appendix 1, Page 2 of 65
Ni
MEMO I etcl.
TABLE 11: WOOD . ..
SYSTEM TYPE F� .BONDED ..
System
(Note
Roof Cover lS)
Deck (Note 1)
Primer
MOP (Psf)
Joint Treatment
Base Ply
Ply
Cap Ply
No.
Min. 15/32-
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,-
W 170
inch I
plywood
None
None
SOS -SA
TA, APP-TA
TA, APP-TA
-90.0
W-171
MinI
(Optional) PG300
None
Polyflex SA Base
(Optional) APP-TA
APP-TA
.91).0
Inch plywood
Inch plywood
1
r
O11
i{t0
N e
SB5-SA
EPPORAt
Ti �r. 77Q1ig.
Y•
Min. 15/32.
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
W-173
Inch plywood
(Optional)PG100
place to create continuous bond.
Elastoflex SAV FR Base
TA, APP-TA
TA,APP-TA
-9I
W174
Min. 15/32-
POLYBRITE 745
None
SBS-SA
(Optional)SBS-SA, SB5-
SB5-SA,APP-SA,SBS-
-105.0
Inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
I
W-175
inch plywood
(Optional)PG300
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA,APP-TA
-1
5.0
W-176
Mch
(Optional) PG300
Plywood joints are covered with 4-inch wide strips of Elastoflex SA Plus, rolled into
polyflex SA Base
(Optional) APP-TA
APP-TA
-1
5.0
inch plywood
plywood
place to create continuous bond.
NEMO ETC, LLC
Certificate of Authorization #32455 6M EDITION (2017) FBC NON-NVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-R21 for FL16S4-RZ3
Revision 21: 10/08/2018
Appendix 1, Page 26 of 65