HomeMy WebLinkAboutProduct Approval (2) . �
RECEIVED XTERICIR RESEARCH&DESIGN,LLC.
Certificate oAuthorization.9 .
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- ` R"N" |ERD Oxford,[TOG47D
ST.0: (2O3)2G2-924S
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P9290.02.08-1120
150 Lyon Drive 'e66 4 R 2 2'
Fernley,NV 89408 Date of Issuance:62/11/2008
(570)384-1230 Revision 20:09/12/2017
SCOPE:
This Evaluation Report is issued under 0u|a 61G20-3 and the applicable rules and regulations governing the use of
`
construction materials inthe State ofFlorida.The documentation uubmittedhasbeenravevvedbyRobetNieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6 mEdition(2017)Florida Building Code sections noted herein.
Descmpnom: Po|yglassSBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
ComnmuED 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 Niemineo, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ofthis
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. r.
This Evaluation Report consists of pages 1 through 6,plus a 58-page Appendix. ��Q���N��������� K�����
u pu=m u~~=" �~~~ FOR
Prepared by: NAO N3.
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Robert].0W.Niemminmo^p,E. n=
` facsimi*seal°weanng°=authorized by Robert m*rni"en.
Florida Registration No.s9256,Florida o[4ANs2988 �°=~'°'""' - +.c""09**mv.This does not serve"^""electronically signed
docurnent.
CERTIFICATION o,INDEPENDENCE:
1. cme,|o,Research 8Design'LLC.d/b/aTrinity | Enodoes not have,nor does itintend toacquire orvw||itacquire,afinanda|interest
inany company manufacturing ordistributing products itevaluates.
Z. Exterior Research Q Design, LLC. d/b/a Trinity I [Rois not owned, operated or controlled byany company manufacturing o,
distributing products uevaluates.
a� nvbe�wieminen,PI.does not have nor wNacqvin�afinancial ime,estinany company manufa�uhngo,disthbvungprvdu�»for
' which the evaluation reports are being issued.
4. Robert wieminen,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 ixabuilding code evaluation. Neither Trinity|snonor Robert miem/nen' P.c. are, |nany way,the Designer ofVeco,dforany
project onwhich this Evaluation Report,o,previous versions thereof,is/was used for permitting ordesign guidance unless retained
specifically for that purpose.
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QOTRINITYIERD
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 1 ch 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.
2. STANDARDS:
Section Property 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 Physical Properties ASTM D6162 2008
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
1507.11.2 Physical Properties ASTM D6509 2009
3. REFERENCES:
Kn2ot 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(TSTG049) 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) Physical Properties P39520.09.14-2 09/11/2014
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) Physical Properties SC5170.12.15 12/29/2015
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016
ERD(TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016
ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016
ERD(TST6049) FM 4470/4474/UL1897 PLYG-SC13235.01.17 01/17/2017
ERD(TST6049) FM 4474/UL1897/TAS 114 PLYG-SC13920.05.17 05/30/2017
ERD(TST11294) FM 4474/UL1897/TAS 114 PLYG-CTL13945.05.17-1 05/30/2017
Exterior Research and Design,U.C. Evaluation Report P9290.02.08-R20
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems;(570)384-1230 Revision 20:09/12/2017
Page 2 of 6
QO
TRINITY I ERD
Entity Examination Reference Date
ERD(TST11294) FM 4474/UL1897/TAS 114 PLYG-CTL13945.05.17-3 05/30/2017
ERD(TST6049) FM.4474/UL1897 PLYG-SC13945.05.17 05/30/2017
ERD(TST6049) FM 4474/TAS 114 PLYG-SC15760.09.17 09/11/2017
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
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
FM Approvals(TST1867) FM 4470/4474 3057029 , 02/02/2017
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
PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017
PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017
PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017
PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017
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.
TABLE Z ROLL GOODS:FOR POLYGLASS MODIFIED4BITUMEN ROOF SYSTEMS
.s.� _fir :_ "v
Type Product, Specification
Reference Grade Type
Polyglass G2 Base ASTM D4601 N/A II
Base Sheets Polyflex SA Base ASTM D4601 N/A I I
Polyglass APP Base ASTM D6509 N/A N/A
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-R20
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modred Bitumen Roof Systems;(570)384-1230 Revision 20:09/12/2017
Page 3 of 6
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��'
.< x TABLE 1CONTINUEDOL[=FOODS FOR POLI'GLASSRI�11DIF1)Q BITUMENROOF�YS� MIS'
Type Product Specification
Reference Grade Type
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 1
Elastoflex SA V FR Base ASTM D6163,Table 2 5 I
SBS Membranes 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 11
Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G I
Elastoflex S6 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
SBS Membranes 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
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 1
Polybond G ASTM D6222 G I
Polyflex SA P ASTM D6222 G 1
Polyflex SA P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polykool ASTM D6222 S I
S. LIMITATIONS:
5.1 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.
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.
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.
Exterior Research and Design,U.C. Evaluation Report P9290.02.08-R20
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL3654-RZ2
Polyglass Modified Bitumen Roof Systems;(570)384-1230 Revision 20:09/12/2017
Page 4 of 6
QOTRINITYIERD
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 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.
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.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.
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.
-Exterior Research and Design,U.C. Evaluation Report 139290.02.08-1120
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems;(570)384-1230 Revision 20:09/12/2017
Page 5 of 6
QOTRINIWIERD
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;
➢ 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 (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 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-1120
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.3654-1122
Polyglass Modred Bitumen Roof Systems;(570)384-1230 Revision 20:09/12/2017
Page 6 of 6
TRINITY ERD
r4 _ .. ...s:;�- s+re' .ar�.e-ter-`fir �."' s"�";1� �' '�'-`t5.,�;.6� ,.rte N,+r •�."�4,.�.,, �'�. a-.., .a-� s�. �h S :ter;��., �` s�
Table Deck Application Type Description _ Page
SA Wood New or Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Cover 5
113-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1B-2 Woad New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 11
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-13
SE Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 14-15
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 16-18
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 19-21
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover - 21
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22-24
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25-28
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 29-31
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 32-40
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 40
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 43
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44-46
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover - 47
58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 48
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 49
SD� CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Banded Roof Cover 49
SE CWF New,Reroof(Tear-off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 49
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 50-52
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 52
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 53
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 53
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 54-58
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 58
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:
i Wood: Minimum 0.75-inch penetration.
i 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.
3. Unless otherwise noted,insulation may be any layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the OA
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.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-1120 for FL3654-RZ2
Certificate of Authorization 49503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(570)384-1230 Appendix 1,Page 1 of 58
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 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,referto 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.
i Hot asphalt(HA): Full coverage at 25-30 lbs/square.
Dow INSTA STIK Quik Set Insulation 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.
'i Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
OMG OlyBond 500(OBSOO): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot).Note:OlyBond Green may be used where OlyBond 5Oo is referenced.
'i OlyBond Oassic(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,board joints shall be staggered.
'i Note:The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specked ribbons spacing.
7. Unless otherwise noted,all Insulations are flat-stock or taper board of the minimum thickness noted.Tapered polyisocya nu rate 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 of exceeds that listed for a particular system in the tables,then
the thinner board listed below maybe 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)
i Millennium PG-1 Pump Grade Adhesive(M-PGS): 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)
i OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
OMG OlyBond 500(06500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
>OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam 11)
ICP Adhesives&Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded poiyisocyanumte insulation boards shall be maximum 4 x4 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 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 AN51/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
ANSI/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 opiional;however,the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where speck LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches.
For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report P9290.02.08-R20 for FL3654-1122
Certificate of Authorization#9503 61e EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(570)384-1230 Appendix 1,Page 2 of S8
TRINITY I ERD
i`ry r- a tet _, , " SYSTEM�PE N17�I,INSIl ,N{ECiANIG9LkYA}TACHEDSE E � `^
5� �uTh�NA�)t`BOND�D�OOF�C;OVER,-�'c.'
System }Deck(Note l) Base Sheet T-m Roof Cover(Note 15) H MDP
No. �,r TYPe Fasten Attach Base Ply Cap Ply (Psf)
N°�@�E.�i!Y��'"�..v*�r.�s.� .<t�'akS+c^��";�.'r*�-" .w, :..'�%m'-i?i�s"�.z ,"�^�` '?>'� � '� �m ;�v�'�i' n'�`4" F � ��+^',s';'�'i�'„ �"'3a. rs- ^'mss`• ,�-.�^.'^- _.
Min.ISJ32- 9-inch o.c at 2-inch lap and 18 inch o.c.in two ,
W 72 inch plywood Elastobase,Elastobase P Simplex MAXX Cap None SBS-AA SBS-TAAPP X5.0•
(2),equally spaced,staggered center rows TA
W-73
Min.15/32- 9-inch o.c at 2-inch lap and 12-inch o.c.in two SBS-AA,SBS-TA,APP-
inch plywood Elastobase,Elastobase P Simplex MARX Cap (2),equally spaced,staggered center rows None TA -52.5
W-74, Min.15/32- ElastobaseElastobase P Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c.at 3-Inch nch lap and 6-inch o.c.in four SBS-AA,SBS-TA,
, APP-
inch plywood 11 gauge min.I.25-inch long annular grooved shank) (4),equally spaced,staggered center rows TA -52.5
W-75 Min.15/32- Elastobase,Elastobase P(poly-film Original Simplex Cap Nails(I-inch metal head diameter, 6-inch o.c.at 3-inch lap and 6-inch o.c.in four
inch plywood top) 11 gauge x min.1.25-mch long annular grooved shank) (4),equally spaced,staggered center rows None SBS-SA,APP-SA -52.5
W-76 Min.15/32- Polyglass APP Base Original Simplex Cap Nails(1-inch metal head diameter, 64nch o.c.at 3-inch lap and 6-inch o.c.in four None APP TA -52.5
inch plywood 1 11 gaugexmin.1.25-inch long annular grooved shank) (4),equally spaced,staggered center rows
Elastobase,Elastobase P,Polygiass
Min.19/32- G2 Base,CertainTeed Glasbase,
jw�__17 Firestone MB Base,7M Perma-Pty 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o.c,in 4-inch lap and 8-inch.o.c.in three S85-AA,SBS-TA,APP-
.inch plywood 28,stone Glass Base or GAFGLAS ring shank nails (3),equally spaced,staggered center rows None TA -60.0
#75
W-78 Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-S/8-inch diameter tin caps with 11 ga.annular 8-inch o.c in 4-inch lap and 8-inch o.c.in three None 505-SA,APP-SA -60.0
inch plywood top) ring shank nails (3),equally spaced,staggered center rows
W-79 Min.15/32- Polyglass G2 Base,Elastobase, 32 ga.,1-5/8-inch diameter tin caps with it Be.annular 8-inch o.c in 4-inch lap and 8-inch o.c.In four SBS-AA,SBS-TA,APP-
inch plywood Elastobase P ring shank nails (4),equally spaced,staggered center rows None TA -67-5
W_80 Min.15/32- Poiyglass APP Base 32 ga.,1-5J8-inch diameter tin caps with 11 ga.annular 8-inch o.c.In 4-Inch lap and 8-inch o.c.in four None APP-TA -67.5
Inch plywood ring shank nails (4),equally spaced,staggered center rows
Min.15/32- Polyglass G2 Base,Elastobase, 10-inch o.c.in 4-inch lap and 10-inch o.c in
W-81
inch plywood Elastobase P Simplex MARX Cap three(3),equally spaced,staggered center None SBS-AA SBS-TA,APP- _75.0
rows
Min.15(32- 10-inch o.c.in 4-inch lap and 10-inch o.c.In
W-82 inch t Polyglass APP Base Simplex MAXJt Cap three{3),equally spaced,staggered center None APP-TA -75.0
p ywood
rows
W-83 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four None SBS-AA,SSS-TA,APP-
inch plywood Elastobase P
(4),equallyspaced,staggered center rows TA _90.0
W-84 Min.15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four
inch plywood 4 None APP-TA -90.0
{),equally spaced,staggered center rows
W 85 Min.15/32-
inch plywood (2),equally spaced,staggered center rows Elastobase,Elastobase P Simplex MAXX Cap 6-inch o.c.at 2-Inch lap and 64nch o.c.in two None SBS-AA,SBS-TA,APP- _90.0
TA
W-86 Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o.c.in 4-inch lap and 4-inch o.c.in four None SBS-SA,APP-SA -97.5
inch plywood top) ring shank nails. (4),equally spaced,staggered center rows
W-87
Min.15/32- 6-inch o.c.at 2-inch lap and 6-inch o.c.in three SBS-AA,SBS-TA,APP-
.inch plywood Elastobase,Elastobase P Simplex MARX tap None -105.0
{3},equally spaced,staggered center rows 7A
Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report P9290.02.08•R20 for FL1654-R22
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(570)384-1230 Appendix 1,Page 16 of 58