HomeMy WebLinkAboutEVALUATION REPORTENGINEER EVALUATE TEST
aTInN RFPOF
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
Owens Corning Roof ing,and Asphalt, LLC Evaluation Report 111980.11.08-R8
One Owens Corning Parkway SCANNED FL11602-R7
Toledo, OH 43659 BY Date of Issuance:11/03/2008
(740) 321-6345 St. Lucie County Revision 8: 09/14/2018
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 6" Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: TitaniumTm 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 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 "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided.to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 7
Prepared by:
Robert J. M. Nieminen, P.E.
i.F52••T—•;, sC_,• The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCAANE1983
Nleminem,P.E.on 09/14/2018. 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 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 anyway, 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.
foNlEmoletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium'mRoof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the intent of the following sections of the 6ih 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
Propertyp_. ,.. -
Standard .
_. Year
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1, 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
TAS 110
Pull -through resistance
TA5 117(B)
1995
Entity
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
08/11/2011
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
101823107CCQ-011
01/23/2015
Owens Corning
Product equivalency
Declaration
06/18/2018
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)
FRSA/TRI April 2012 (04-12), partial
OCF-343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(B); Pull -through
OCF-422-02-02
04/03/2018
PRI (TST5878)
FRSA/TRI April 2012(04-12), partial
OCF-425-02-01
08/13/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
PRODUCT
4.1 Self -Adhering Underlayments:
4.1.1 Titanium'm 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 and FRSA/TRI April 2012.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate of Authorization N32455 6rH EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-117
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 2 of 7
ONEMOletc.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium"" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.2 TitaniUMTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.3 Titaniumm UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs./square; meets FBC 1507.1.1 & R905.1.1 (Exception).
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC 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:
TABLE
f: ROOF .OPTIONS
ASPHALT
WOOD SHAKES
UNDERLAYMENT
SHINGLES
NAIL -ON TILE
FOAM -ON TILE
METAL
&SHINGLES
SLATE
it A!:!N ' U30 _
—Yes—
"`"'Yes
Yes
�Ye5�
(Du 'oF U_AEj
t
(see.5;5;11
Yes
Titanium PSU-30
yes
Yes
No
Yes
Yes
Yes
(Brentwood, NH)
Titanium UDL-25
Yes
No
No
Yes
Yes
Yes
Yes
Yes
Titanium UDL-30
Yes
(ease Sheet 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.
TABLE
ADHESIVE
IA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT
FLORIDA PRODUCT APPROVAL
COMBINATIONS'
UNDERLAYMENTS
Dow TileBond'"
FL22525
Titanium PSU-30 (Dubai, UAE)
ICP Adhesives Polyset® AH-160
FL6332
Titanium PSU-30 (Dubai, UAE)
2 Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate ofAuthorization #32455 6'n EDITION (2017) FBC NON-HVHZ EVALUATION F1.I1602-117
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 3 of 7
OMEMO I etc.
5:6 Allowable Substrates; Titanium PSU-30:
5:6.1 Direct -Bond to Deck
➢ New untreated plywood;
Y 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 -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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies, Titanium PSU-30 (Dubai, UAE), self -adhered and back -nailed max. 12" D.C. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#2 Maximum Design Pressure =-30 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 D.C. at 4-inch wide side laps and 12-inch D.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 and back -nailed max. 12" D.C. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#3 Maximum Design Pressure -30 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 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 and back -nailed max. 12" D.C. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate o)Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL31602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 4 of 7
NNEMO I etc.
#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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Corning Roofing and Asphalt; LLC published installation requirements.
#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 o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
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 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 shall not be left exposed for longer than 180-days.
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012104-12)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.
UNDERLAYMENT
Titanium PSU-30 (Dubai, UAE)
Titanium PSU-30 (Brentwood, NH)
TILE PROFILE
STAGING METHOD
MAXIMUM SLOPE
Flat
Max. 10-tile stack
5:12
Lugged
Max. 10-tile stack
6:12
Tiles shall be loaded and staged atop battens, regardless of tile profile or
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate afAuthorlmtion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 5 of 7
ONEMOIetc.
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).
6.3 I 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, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic 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, Vaam 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 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 Slopes of 4:12 or ereater
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. 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 Titanium'" PSU-30:
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 Owens Corning published requirements.
Titanium'" PSU-30 shall be back -nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium'"' PSU-30 shall be back -nailed
max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation 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 Owens Corning Roofing and Asphalt, LLC published requirements for tile staging.
NEMO ETC, LLC Evaluation Report 111980.11.08-R8
Certificate Of Authorization #32455 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 6 of 7
fONEMOjetc.
6.5 Titanium 2-Ply System: r
6.5.1 The Titanium 2-Ply System consists of abase layer of Titanium UDL-30 (top -surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
For nail -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012(04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
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.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted OA 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 -
Products
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
Dubai, UAE
FRSA/TRI 04-12 (2-ply system)
Titanium PSU-30 (Dubai, UAE)
Brentwood, NH
ASTM D1970, FRSA/TRI 04-12
Titanium P5L1-30 (Brentwood, NH)
Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
MEMO ETC, LLC Evaluation Report 111980.11.08-RS
Certificate ofAuthoruotlon #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 7 of 7
MEMO I etc.
Certificate a/Authodzation #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Polyglass USA, Inc. Evaluation Report P9290.02.08-R21
150 Lyon Drive SCANNED FL1654-R23
Fernley, NV 89408 Date of Issuance: 02/11/2008
(954) 233-1330 BY Revision 21:10/09/2018
SCOPE: St. Lucie County
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. The product described herein has been evaluated for
compliance with the 611 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
thislEvaluation 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 "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 4, plus a 65-page Appendix.
Prepared by:
L'Jis�'�Gthad 'Lf.
NIS
Iti
Robert J.M. Nieminen, P.E.
.. a4, a"'voT Y
`+*••.;.
i, The facsimile seal appearing was authorizedbyRobert
Florida Registration NO. 59166,Florida DCAANE1983
Nieminen,P.E.on30/08/201g.This does not same asan
' electronically signed document
CERTIFICATION OF INDEPENDENCE:
I. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does.not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. . Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
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.
ONEMOJetc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polygiass SBS and APP Modified Bitumen Roof Systems, as produced by Polygiass USA,
Inc., have demonstrated compliance with the following sections of the 601 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.
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1997
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
ASTM D6162
2008
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
En'tiri _
Exam
Reference
Date,.--
Entity-..
.Exam
Reference .,
':Date.
EAD(TST6049)
Physicals
P30490.10.08-2
10/30/2008
FM(TST1867)
FM 4470
2DOAO.AM
12/23/1998
ERD (TST6049)
FM 4470/4474
P33760.09.09
09/10/2009
FM (TST1867)
FM 4470
2DWAM
06/22/1999
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
FM UST3867)
FM 4470
3006646
01/04/2000
ERD (TST6049)
FM 4470/4474
P30540.11.09-111
11/30/2009
FM (TST1867)
FM 4470
3DO1334
01/25/2000
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/OZ/2009
FM (TST1867)
FM 4470
3001334
02/15/2000
ERD(TST6049)
Physicals
P33960.12.10
12/30/2010
FM(TSr1867)
FM 4470
3D008S7
01/1Z/2000
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM (TST1867)
FM 4470
3004091
01/IZ/20DO
ERD (TST6049)
Physicals
P37590.03.13-3A
03/06/2013
FM (TST1867)
FM 4470
30D6115
05/02/2001
ERD (TST6049)
FM 447D/4474
P39680.03.13
03/04/2013
FM (TST1867)
FM 4470
3012321
07/29/2002
END (TST6049)
Physicals
P37590.03.13-1-RS
06/26/2013
FM(TST1867)
FM 4470
3014692
08/05/2003
ERD (TST6049)
Physicals
P37590.03.13-2-R1
07/01/2013
FM(TST1867)
FM 4470
3014751
08/27/2003
ERD (TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM USTI867)
FM 4470
3007170
01/13/2DO4
ERD (TST6049)
Physicals
P37590.03.13-5-R1
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 (W6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST1867)
FM 4470/4474
3018332
01/31/2OD6
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(TST6D49)
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
09/12/2G07
ERD (TST6049)
Physicals
P45440SCO3.15-1
03/31/2015
FM (TST1867)
FM 4470/4474
3032172
05/12/2009
ERD (TST6049)
Physicals
SC5170.05.15
05/08/2015
FM (TST1867)
FM 4470/4474
3D49631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TST1867)
FM 4470/4474
3057029
02/02/1017
ERD (TST6049)
Physicals
SC5170.12.15
1Z/29/2015
NEMO(TST6049)
Criticality
45-PLYG-184)01.06.18
06/23/2018
ERD(TSTGD49)
FM 4470/4474
SC9455.15
04/01/20IG
NEMO(TSTG049)
FM 4474
4-PLYG-18-003.011.18
08/21/2DI8
ERD(TST6049)
FM 4470/4474
PLYG-SC8905.05.36-1
05/17/2016
NEMO(TST6049)
FM 4474
PLYG-Cl, 0, Cq C5, CS
09/21/2018
ERD TST6049)
FM 4470/4474
PLYG-SC8905,05.16-2
05/17/2016
NEMO(TST6D49)
Criticality
4 PLYG-184o110.18
10/03/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC10415.07.16-RI
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
1ZI04/2007
ERD (TST6049)
UL1897
PLYG-SC12025.10.16
10/12/2016
PRI(TST5878)
Physicals
PUSA-061-02-02
01/28/2008
ERD(T5T6D49)
FM 4470/4474
PLYG-SC31475.16
11/17/2016
PRI(TST5878)
Physicals
PUSA-064.02-02
OZ/27/Z008
ERD M6049)
FM 4470/4474
PLYG-SC33235.01.17
OV17/2017
PRI (TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC13920.05.17
05/30/2017
PRI (TST5878)
TAS 114
PUSA-198-02-01
02/08/2017
ERD (TST31294)
FM 4470/4474
PLYG-Cn13945.05.17-1
05/30/2017
PRI (TST5878)
TAS 114
PUSH-188-02-02
02/08/2017
ERD (TST31294)
FM 4470/4474
PLYG-M13945.05.17-3
05/30/2017
PRI (TST5878)
TAS 114
PUSA-188-02-03
02/08/2017
END ITST6049)
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI(TSTS878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG-5CI5760.09.17
09/11/2017
PRI (TST5878)
TAS 114
PUSA-202-02-02
OS/17/2017
FM (TST1867)
FM 4470
2W7A7.AM
08/04/1994
WD(CER3592)
HVHZ
Various NOAs
Various
FM(TST1867)
FM 4470
OMMAM
04/D4/1997
M-D(CER1592)
Prop. for Rev.
10-0823
10/12/2010
UL (gUA9625)
quality Control
Service Confirm
09/13/2018
NEMO ETC, LLC Evaluation Report 1`9290.02.08-1121
Certificate of Authorimtion#32455 BR EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (9S4) 233-1330 Revision 21:10/08/2018
Page 2 of 4
�1
5.2
5.3
5.4
ONEMOletc.
PRODUCT DESCRIPTION:
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 •
ROLL-GOODSTABLE 1: .• POLYGLASS MODIFIED:ROOF
Product.
SYSTEMS
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 D6509
N/A
N/A
_
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
1
Elastoflex V
ASTM D6163
S-
I
Elastoflex SA V Base
ASTM D6163, Table 2
5
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
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex 56 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 SAP
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
5
I
APP Membranes
Polyflex
ASTM D6222
S
I
Polyflex G
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
P0lyflex SAP FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
5
-I
This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, 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.
This Evaluation Report is not for use in FBC HVHZ jurisdictions.
Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
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
Certifimle ofAuthorimtlon n32455 6Tv EDITIO N (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Revision 21:10/08/2018
Page 3 of 4
ONEmoletc.
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 AN51/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 for the 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 AN51/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 61G20-3.
6.1 Polyglass Modified 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 requirements for 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
1609 for determination of design wind loads.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08.RZ1
Certifiaote of Authorization#32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems; (954) Z33-1330 Revision 21:10/08/202B
Page 4 of 4
Of4r.10RAn t
REQUIREMENTSAPPENDIX 1: ATT-ACHMENT
EsisTANcE
e c.
TABLE`
-,DECK
=. "APPLICATION ,,�.,
'TYPE `
.. -:.: . ,•. , ° .: ,DESCRIPTION e -,:- . ". ,..
- -
PAGE
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
18
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
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Tap Insulation, Bonded Roof Cover
12
SE
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 Reroaf (Tear-0m
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Retover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
Wood
New or Reroaf (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 Top 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
35-37
3A
Structure) concrete
New or Reroof (Tear -Oft)
A-1
Bonded Insulation, Banded Roof Cover
38-46
3B
Structural concrete
New or Reroof (Tear-OffJ
F
Non -Insulated, Bonded Roof Cover
4A
Lightweight concrete
New or RerooF ear-O
(T ffl
A-1
Bonded Insulation, Banded Roof Cover
46
48
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
47 4B
50
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51-53
5A
Cemedtitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
54
55
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
SO
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
New, Reroof (Tear-O'- or Recover
E
Nan -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroaf (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
60
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:
I. 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:
D 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 ETC, LLC Evaluation Report P9290.02.08-1121 for FL3654-1123
Certificate of Authorization N32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 65
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisotyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof bONEMOjetc.oard 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, banded 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.
5. 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 manufacturer's published instructions.
D Hot asphalt (HA): Full coverage at 25-30lbs/square.
D Dow INSFA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch O.C.
Y Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: 01yBond Green maybe used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered.
D 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 polyisotyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to'increase'the MOP listings in the tables; rather if MDP listing below meets or exceeds that listed for a 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)
Y Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (OBSDD): MDP -187.5 psf (Min. 0.5-inch thick ISO 95t GL)
D OMG OlyBond SOO (013500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (O3500): MOP -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 polyisotyanurate insulation boards shall be maximum 4x 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 W01, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RA5117 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 banded assemblies, the maximum design pressure for the 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 FX-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 TA5124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
NE
MO ETC, LLC
Certificate of Authorization h32455 rx Evaluation Report P9290.02.08-R21 for FL1654-R23
6 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65
ONEMO I etc.
TABLEII: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: .BONDED ROOF COVER
System
_
i _
_ ' . .^ _
- '
Na.
Deck (Note 1)
Primer
-_MDP (psff
ID
Joint Treatment --
'Base Ply
`Ply
'Cap -Ply
W-170
Min. 15/32-
None
None
SBS-SA(Optional)SBS-SA,
SBS-
SBS-SA, APP-SA, SBS
_90.0
inch plywood
TA, APP-TA
TA, APP-TA
W-171
Min. 15/32-
inch plywood
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
W17Z:"
Mln�„15/s2 -_
PG100 ; P
ttione 'ra .: ` r �F 55 x,, r afi t ro ' �'g=sjy'
13'a "L .:.
-(Opti4n?Ij<¢BS5Ar SeS t-
38��
A7S
Ig4fl..,r.�....d......x'(-..x_.a..�r.-:..r•Zr.rv..a..:TA.APPa"1'As,zr
.v {
k
T,SBSSArAPP=3A,
r
t,
...
W-173
Min. 15/32-
do
(Optional) PGI00
Plywood joints are covered with flinch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SAV Base or
(Optional)SBS-SA, SBS
SBS-SA, APP-SA, SBS-
inch plywood
place to create continuous bond.
Elastoflex SAVFRBase
TA, APP-TA
TA, APP-TA
-97.5
W 174
Min. 15/32-
POLVBRITE 745
None
SRS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA,SBS-
-105.0
plywood inch I
P Yw
TA, APP-TA
TA, APP-TA
W-175
Min. 15/32-
(Optianal)PG300
Plywood joints are covered with 44nch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA,SBS-
inch plywood
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
-135.0
Min. 15/32-
Plywood faints are covered with 4-inch widestrips of Elastoflex SAV Plus, rolled into
W-176
Eipolyflez
Inch plywood
(Optional)PG300
place to create continuous bond.
SA Base
(Optional)APP-TA
APP-TA
-135.0
NEMO ETC, LLC
Certificate of Authorization N32455
Prepared by: Robert Nieminen, PE-59166
6"' EDITION 12017) FBC NON•HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-1121 for FL3654-R23
Revision 21: 10/08/2018
Appendix 1, Page 26 of 65