HomeMy WebLinkAboutProduct Approval • RECEIt.'TD MAR Z �. ZOo7 File Copy
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY 1 ERD 353 Christian Street
Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT.
Polyglass USA, Inc. Evaluation Report P9290.02.08-1117
150 Lyon Drive F1.1654-1119
Fernley, NV 89408 Date of Issuance:02/11/2008
Revision 17:04/18/2016
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. The product described herein has been evaluated for
compliance with the 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD 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 "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5, plus a 45-page Appendix.
Prepared by:
c. o st`es
The facsimile seal appearing was authorized
t a{:
Robert J.M.Nieminen P.E. ,�rS,'^ •''' by Robert N(eminen,P.E.onoa/18/2016
' L'�j�°�Onlat. +�`'': This does not serve as an electronically signed document.Signed,
Florida Registration IVO.59166,Florida DCA ANE1983 sealed hardcopies have been transmitted to the Product Approval
Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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 Trinity ERD 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.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
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 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.
2. STANDARDS:
Section Pro a Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6162 2000
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.11.2 Physical Properties ASTM D6509 2009
3. REFERENCES:
gniftY Examination Reference Date
ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD(TST6049) Physical Properties P33960.12.10 12/30/2010
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011
ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD(TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013
ERD(TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD(TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013
ERD(TST6049) Physical Properties P45940.09.13 09/04/2013
ERD(TST6049) Physical Properties P44370.10.13 10/04/2013
ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014
ERD(TST6049) Physical Properties PLYG-P45440SC.03.15-1 03/31/2015
ERD(TST6049) Physical Properties SC5170.05.15 05/08/2015
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015
ERD(TST6049) FM 4470/4474 SC8905.15 01/18/2016
ERD(TST6049) Physical Properties SC5170.12.15 12/29/2015
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016
FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997
FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-R17
Certificate of Authorization#9503 FL1654-R19
Revision 17:04/18/2016
Page 2 of 5
TR1NI Y ERa
Entity Examination Reference Date
FM Approvals(TST1867) FM 4470 3006115 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) - FM 4470 3014692 '08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals(TST1867) FM 4470/4474 3049631 04/21/2014
PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TST5878) Physical.Properties PUSA-061-02-02 01/28/2008
PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.10/06/2018
4. 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.
y
'F TABLE 1.ROLLnGOODSFOR POLYGLASS MODIFIED BITUMEN ROOF,Ss
YSTEMS
Specification
Type Product Reference Grade Type
Polyglass G2 Base ASTM D4601 N/A II
Base Sheets Polyflex SA Base ASTM D4601 N/A II
Polyglass APP Base ASTM D6509 N/A N/A
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 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
SBS Membranes Elastoflex VG ASTM D6163 'G I
Elastoflex VG FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G I
Elastoflex 86 G FR ASTM D6164 G I
Polyfresko G SBS(sand or poly-film backed) ASTM D6164 G I
Polyfresko G SBS FR(sand or poly-film backed) 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
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-1117
Certificate of Authorization#9503 FL1654-R19
Revision 17:04/18/2016
Page 3 of 5
'\,J
TRINITY ERD
TABLE 1 ROLL-GODDS:FOR POLY.GLASS-MODIFIED 61TUMEN`ROOF SYSTEMS, -'
Type Product Specification
Reference Grade Type
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
APP Membranes Polybond ASTM D6222 S 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 I I
Polykool ASTM D6222 S I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity ERD 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.
5.2 This Evaluation Report is not for use in HVHZ.
5.3 Refer to a current 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.
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 AHJ. 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 1510.
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 RAS 117 and FM LPDS 1-29. Assemblies
marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements.
5.8 For fully-adhered insulation, 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 TAS 105 or
ANSI/SPRI FX-1.
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 ASTM E907, FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed
new roof assembly.
Exterior Research and Design,I.I.C. Evaluation Report 139290.02.08-1117
Certificate of Authorization N9503 F1.1654-1119
Revision 17:04/18/2016
Page 4 of 5
QTRINI-rYIERD
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 AHJ, as
documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 or 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 RAS 111, except the basic wind
speed shall be determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and.F.A.C. Rule
61G20-3.
6. INSTALLATION:
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.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect
on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated
with coating usage.
➢ PG200 Non-Fibered Roof Coating; .
➢ P.G300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700QS(Quick-Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS. (over granule-surfaced
APP or SBS only);
PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS(Quick-Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(over granule-
surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating;
➢ Polybrite 95 Silicone Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
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 QA requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 45-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 139290.02.08-1117
Certificate of Authorization#9503 FL1654-1119
Revision 17:04/18/2016
Page 5 of 5
TRINITY I ERD
r
:APPENDII(1-'AiTACHMENTREQUIREMENT$FOR WIND1UPUFT_K6ISTANM'7'. •f..':, '_,,.,ati ., v...�.„. r�. .�.k3. ..a., §: .
Table Deck Application Type Description -_ Page
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
113-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
SC Wood New,Reroof(Tear-Off)or Recover B Mach.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F-1 Wood New or Reroof(Tear-Off) - E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20-22
SG Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 22
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 23
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24-25
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 26-27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-32
313 Concrete New or Reroof(Tear-Oft) F Non-Insulated,Bonded Roof Cover 32
4A LWIC New or Reroof(Tear-Oft) A-1 Bonded Insulation,Bonded Roof Cover 33-34
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Over 43.45
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
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 AFU. 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.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurete,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA
requirements of F.A.C.Rule 611320-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,L-C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for F1.3654-1119
Certificate of Authorization#9503 - Revision 17:04/18/2016
Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 1 of45
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TRINITY I ERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be 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 AHJ.Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. 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 25-301bs/square.
>Dow Insta-Stik Roofing Adhesive(D-IS): 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.
>OMG OlyBond 500(OB500): Continuous 0;75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: O1yBond Green may be used where O1yBond 500 is
referenced.
>OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
>ICP Adhesive&Sealants 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-applied adhesive,boordjolnts 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.
6. 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 Maximum
Design Pressure(MDP)limitations.In no case shall these values be used to'increase'the MDP 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 forthe equivalent thicker material listed in the table:
➢Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-Inch thick)
OMG OlyBond 500(OBSl10): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP, -1875 psf (Min.0.5-inch thick ISO 95+GL)
➢OMG OlyBond 500(015500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ,
➢OMG OlyBond 500(OB500): - MDP -4875 psf (Min.0.5-inch thick ACFoam II)
➢ICP Adhesives&Sealants CR-20: MDP -1175 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft
8. 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 RAS 117 and FM LPDS 1-29. .
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded 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.
10. 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 TAS 105 or ANSI/SPRI FX-L
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHi,as documented through field uplift testing In accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 orTAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction.For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations.For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi.In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC d/b/a Trinity(ERD Evaluation Report P9290.0208-R17 for FL1654-1119
Certificate of Authorization 09503 Revision 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 2 of45
-�TRINIIYJERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:PoL'YGLAn RooKovifiis
Reference Layer Material Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type 11 Hot Asphalt at 2040
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply III,FBC Approved ASTM D2178,Type IV or VI lbs/square
Applied) Note. Asphalt-appliedsheets or Insulation sholl not be applied to polpfilm surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA1 ElastoflexVG,Elastoflex VG FIR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G
Cap gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6 Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FIR,Polyfresko G gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex SS,Polyglass
SBS-AA Base Ply or Ply HT Base 650 Hot Asphalt it 20-40
(SBS,Asphalt-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, lbs/square
Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note. Asphalt-appiledsheets orinsulathin shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note.. Unless otherwise noted,permissible membrane substratesforSOS-SA ore 11miteditc,the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP SA Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastob (poly/sand)or Elastobase/poly/po ).
ase
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
> PG200 Non Fibered Roof Coating;
> PG300 Fibered Roof Coating;
> PG600 Non-Fibered Aluminum Roof Coating;
> PG650 Fibered Aluminum Roof Coating;
> PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
> PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
> PG800 Asphalt Emulsion Roof Coating;
> Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
> Polyplus 65 Premium Fibered Aluminum Roof Coating;
> Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
> Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
> Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1117 for F11654-1119
Certificate ofAuthorhatlon 09503 Revision 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 3 of4S
QTRINI-rYIERD
16. The following represent priming requirements for gypsum-based coverboards:
D Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application.No priming is required for hot-asphalt membrane applications.
SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations.The lesser of the MDP listings below vs.those In Table 3A
applies:
VAPOR BARRIER OVnONs,STRUCNR/LL CONCRETE DECK�ADHERED INSULATION PER TABLE 3A
.. ..
Option p Primer - Type Vapor Barrier Attach Insulation Adhesive MDP(psf)
1 PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
2 PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12^Inch o.c. -75.0
3 PG100 -Elastoflex SA P Self-Adhering Insta-Stik,12-Inch o.c. -75.0
4 PG100 Elastoflex SAP Self-Adhering Millennium One Step Foamable Adhesive,12-finch o.c. -157.5
11 PG100 I Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
18. 'MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC,d/b/a Trinity]ERD Evaluation Report P9290.02.08-1117 for FL1654-1119
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 4 of 45
1
0
TRINITY J ERD
TABLE 1F-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEMTYPEE:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. Note 1) Type Fasten Attach Base Ply Cap (PSQ
W-134 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast 1114 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP-SA, _52.5•
Inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows SBS-TA,APP-TA
W-135 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast H14 orTrufast 3"Metal 12-inch o.c in 4-Inch lap and 12-Inch o.c.in two PoWex SA Base APP TA -52.5`
Inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
W-136 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c in 4-Inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP SA, -60.0•
Inch plywood top) N12 (2),equally spaced,staggered center rows SBS-TA,APP TA
W-137 Mtn.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrlp 12-inch o.c in 4-inch lap and 12-inch o.c.In two
Inch plywood top) #12 (2),equally spaced,staggered center rows Polyflex SA Base APP TA
TABLEIG:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Roof Cover(See Table 1)
No. Note 1) Primer Joint Treatment Base Ply Ply Cap MOP(psi)
W-138 Min.15/32- (Optional)PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _90.0
Inch plywood TA,APP-TA TA,APP-TA
W139 Min.152- (Optional)PG100 None Polyflex SA Base
Inch plywood (Optional)APP-TA APP-TA -90.0
MIn.15/32- Plywood Joints are covered with 4-Inch wide strips of Elasto lex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-140 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Fit Base TA,APP-TA TA,APP-TA 1
-975
Min.15/32- Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Pius,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-141 Inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -135.0
W 142 Min.15/32- (Optional)PG300 Plywood Joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)APP-TA APP TA -135.0
Inch plywood place to create continuous bond.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization fl9503 Revision 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 22 of 45
Q0U1'N' 1Ty-j.ERD
TABLE 1F-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. Note 1) Type Fasten Attach Base Ply Cap (psf)
W 86 Min.19/32- Elastobase,Elastobase P 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 6-inch o.c.in 4-inch lap and 6-inch o.c-.in four(4), None SBS-AA,SBS-TA,
inch plywood annular ring shank nails equally spaced,staggered center rows APP TA 112.5
32 ga.,1-5/8-inch diameter tin caps with 11 ga.
W 87 Min. Elastobase,Elastobase P(poly-film annular ring shank nails. Note:Tin caps are to be 6-inch o.c.in ,inch lap and 6-inch o.c.in four(4),
inch plywood
None SBS-SA,APP-SA -112.5
d top) primed with PG100 orASTM D41 primer. equally spaced,staggered center rows
ASPHALT-APPLIED ORTORCH-APPLIED ABASE PLY:
.c.at 2-inch lap and 18-inch o.c.in two(2), BP-AA,SBS-AA,SBS-TA," SBS-SA,APP-SA,
9-inch o
W 88 Min.15/32- Elastobase,Elastobase P Simplex MAXX Cap SBS-AA,SBS-TA, -45.0'
inch plywood equally spaced,staggered center rows APP TA
APP-TA
Min.15/32- 9-inch o.c.at 2-inch lap and 12-inch o.c.in two(2), BP-AA,SBS-AA,SBS TA, SBS-SA,APP-SA,
W 89 inch plywood Elastobase,Elastobase P Simplex MAXX Cap SBS-AA,SBS-TA, -52.5
p Y equally spaced,staggered center rows APP-TA
APP-TA
Min.1S/32- Original Simplex Cap Nails(1-inch metal head 6-inch o.c.at 3-inch lap and 6-inch o.c.in four(4), BP-AA,SBS-AA,SBS TA, SBS-SA,APP-SA,
W 90 inch plywood Elastobase,Elastobase P diameter,11 gauge xmin.1.25-inch long annular SBS-AA,SBS-TA, -52.5
p y grooved shank) equally spaced,staggered center rows APP TA APP-TA
Original Simplex Cap Nails(1-inch metal head 6-inch o.c.at 3-inch lap and 6-inch o.c.in four(4),
inch plywood equally spaced,staggered center rows
W 91 Min. Polyglass APP Base diameter,11 gauge x min.1.25-inch long annular APP-TA APP-TA -52.5
grooved shank)
Elastobase,Elastobase P,Polyglass
G2 Base,CertainTeed Glasbase, SBS-SA,APP-SA,
Min.19/32- 32 ga.,1-5/8-inch diameter tin caps with 11 ga. ,8-inch o.c.in 4-inch lap and 8-inch o.c.in three(3), BP-AA,SBS-AA,S85-TA,
W 92 inch plywood Firestone MB Base,JM Perma-Ply annular ring shank nails equally spaced,staggered center rows APP-TA SBS-AA,SBS-TA, -60.0
28,Tamko Glass Base or GAFGLAS APP-TA
#75
W 93 Min.15/32- Polyglass G2 Base,Elastobase, 32 ga:,1-5/8-inch diameter tin caps with 11 ga. 8-inch o.c.in 4-inch lap and 8-inch o.c.in four(4), BP-AA,SBS-AA,585-TA, SBS-SA,APP-SA,
SBS-AA,SBS-TA, -67.5 '
inch plywood Elastobase P annular ring shank nails equally spaced,staggered center rows APP-TA
APP-TA
W 94 Min.15/32- Polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with it ga. 8-inch o.c.in 4-inch lap and 8-inch o.c.in four(4),
inch plywood yg annular ring shank nails equally spaced,staggered center rows APP-TA APP-TA 67.5
W 9S Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 10-inch o.c.ih 4-inch lap and 10-inch o.c.in three BP-AA,SBS-AA,SBS-TA, SBS-SA,APP-SA,
SBS-AA,SBS-TA, -75.0
inch plywood Elastobase P (3),equally spaced,staggered center rows APP TA
APP-TA
W 96 Min.15/32- Polyglass APP Base Simplex MAXX Ca 10-inch o.c.in 4-inch lap and 10-inch o.c.in three
inch plywood yg P p (3),equally spaced,staggered center rows- APP-TA APP-TA 75.0
Min.15/32- Polyglass G2 Base,Elastobase, 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4), BP-AA,SBS-AA,SBS-TA, SBS-SA,APP-SA,
W 97 inch plywood Elastobase P Simplex MAXX Cap equally spaced,staggered center rows APP-TA SBS-AA,SBS-TA, -90.0
APP-TA
W 98 Min.15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four(4), APP-TA APP-TA -90.0
inch plywood equally spaced,staggered center rows
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1117 for FL1654-1119
Certificate of Authorization#9S03 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 18 of 45