HomeMy WebLinkAboutProduct Approval i
CREEK TRI-BUILT MATERIALS GROUP
TRI-BUILT Self Adhering HT Underlayment
TECHNICAL SERVICES, LLC
LIMITATIONS
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) The underlayment may be used as described in other current FBC product approval documents.
7) Roof coverings shall not be adhered directly to the underlayment.
8) The underlayment shall not be installed over existing roof coverings.
9) The underlayment shall be exposed on the roof deck for a maximum duration of 30 days.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida
Building Code as evidenced in the referenced documents submitted by the named manufacturer.
,`,,,PRY
R,� ,, 2015.04.1
,,.�Q.••.�\G E NSF .•Sj1,
No 74021 = 5 09:46:12
•.* _ N_ . . . -04'00'
STATE OF
Zachary R. Priest, P.E.
"# A' O R P������ Florida Registration No.74021
'9/ONA;�?`��� Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBM14001.1 FL16906-R1 Page 2 of 2
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
REVISIONS
23' —{ COMPONENT&CLADDING DESIGN PRESSURES:
ROOF LOCATION ACTUAL ALLOWABLE
ZONE 1 FIELD -27 PSF -90.0 PSF
FLAT ROOF ZONE 2 PERIMETER 41 PSF -90.0 PSF
12 AREA ZONE 3 CORNERS -56 PSF -90.0 PSF v
..
WOOD DECKING: Cg M
o
19/32"(MIN.)PLYWOOD OR WOOD PLANKING @ 24"O.C.SPANS ATTACHED WITH 8d NAILS V) "
@ 6"O.C.MAX. IN THE FIELD&6"O.C.MAX.AT THE PERIMETER. (�
28 CALCULATIONS BASED ON THE ROOFING APP.STANDARD(RAS117) a�N ^w
BONDED ROOF COVER:
COVER PLYWOOD WITH SAV BASE&CAP SHEET(BASED ON FLORIDA PRODUCT
APPROVAL#FL1654-R16).
ZONE 1: '
43' N
4a9
ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-27 PSF (v N-, °
U m� a- 'a
' ZONE 2: O `2
N 5< $
BUILDING ROOF LAYOUTm N o LL
E- cV c
SCALE:N.T.s. ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-41 PSF o Cos =
OJ o"
U ZONE 3: i d N n G
W ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-56 PSF (/) y C 3 z
USE SYSTEM NO.W-45 FROM THE"POLYGLASS USA, INC."PRODUCT APPROVAL ' o a d $
cn JAJ—
J I Al— #FL1654-R16 m � o
A
� � Off•• �
NOTES: DESIGN CRITERIA: _ (a'� co
1. ROOFING OVER EXISTING WOOD DECK. 2014 FBC $ h� Ile_:
O O OO O O 2. INSTALL FASTENERS PER REQUIRED ASCE 7-10 -_ m
FREQUENCY LISTED ABOVE FOR WOOD WIND LOAD:160 MPH(V*7-1 o IF
z ��•O .
DECKING&ROOF COVER. 124 MPH(VaS11)Q
3. FOLLOW ALL LOCAL®IONAL WIND BORNE DEBRIS REGL *,jS' .• DRAWN N-0,;rA.
ORDINANCES. MEAN ROOF HEIGHT:<15' % /1 ' RYJASONWMR�/��
4. USE BONDING/FASTENERS AS PER FLAT ROOF CONDITION
O O REQUIRED MANUFACTURERS ENCLOSED BLDG.
AO 3 O O `� �
A SPECIFICATIONS&FL#1654-R16. BLDG CATEGORY:II SC
5. ALL DIMENSIONS ARE TO BE VERIFIED BY EXPOSURE:"B" ASSHOWN
�Aj— CONTRACTOR. ADJUSTMENT FACTOR:1.00
GCPI:+/-0.18 SHEET
END ZONE(A):4.0'
ROOF ZONES S'1
SCALE:N.TS.
RECE
FEB ' 4 2016 EXTERIOR RESEARCH&DESIGN, LLC.
s PEWAITTING Certificate of Authorization#9503
r .4 353 Christian Street
}ti ® St. Lucie County, FL
4 ; t`• Oxford,CT 06478
- PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
-=10olyglass USA,Inc. Evaluation Report P9290.02.08-1114
150 Lyon Drive FL1654-1116
Fernley,NV 89408 Date of Issuance:02/11/2008
Revision 14:06/17/2015
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 5"'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)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 36-page Appendix.
Prepared by: �;tttrten t
a\o 5?T?6
i' —
'4•:
Na' The facsimile seal appearing was authorized
Robert J.M.Nieminen P.E. '' by Robert Nleminen,P.E.on 06/17/2015
`'�� •,�r� G's'`yt This does not serve as an electronically signed document.Signed,
Florida Registration No.59166,Florida DCAANE1983 sealed hardcopieshaw been transmitted tothe 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 IERD 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.
Yi
1
- [ I R '
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 Property 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
1507.1L2 Physical Properties ASTM D6222 2008
1507.11.2 Physical Properties ASTM D6509 2009
3. REFERENCES:
Entity 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 P30540.11.09-111 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 SC5170.05.15 05/08/2015
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015
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 2DSA9.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
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-1114
Certificate of Authorization#9503 F1.1654-1136
Revision 14:06/17/2015
Page 2 of 5
TRIM ER
Enti Examination Reference Date
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-062-02701 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,R14S71 Exp.06/27/2016
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.
TABLE1 ROLL=GOODS FOR�POLYGLASS MODIFIEDBITUMEN ROOF SYSTEMS
Type Product Specification
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(sand-backed) ASTM D6162 S III
Elastobase ASTM D6163 S I
ElastoflexV ASTM D6163 S I
Elastoflex SA V Base ASTM D6163,Table 2 S I
Elastoflex SA V FR Base ASTM D6163,Table 2 S 1
Elastoflex SA V Plus ASTM D6163 S t
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM D6164 S I
SBS Membranes Elastoflex S6 ASTM D6164 S 1
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
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 Pol bond ASTM D6222 S I
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 TrinityJERD 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 HVHZ.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report P9290.02.08-1114
Certificate of Authorization#9503 F1.1654-1116
Revision 14:06/17/2015
Page 3 of 5
TRINITY ERD
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 setforth 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 forthese 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.
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 AM,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;
> PG300 Fibered Roof Coating;
> PG600 Non-Fibered Aluminum Roof Coating;
> PG650 Fibered Aluminum Roof Coating;
> PG700 High Quality Elastomeric Roof Coating;
> 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;
➢ Polybrite 90 High Solids Silicone Roof Coating;
➢ Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,LLC_ Evaluation Report P9290.02.08-1114
Certificate of Authorization#9503 FL1654-1116
Revision 14:06/17/2015
Page 4 of 5
TR INIT vi ER
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:
Contactthe 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;(3 14)578-3406,k.chancellor@us.ul.com
-THE 36-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report P9290.02.08-1114
Certificate of Authorization#9503 F1.1654-1116
Revision 14:06/17/2015
Page 5 of 5
`TRINITO ERR
A
APPENDIX ATTACHMEM.REQUIREMEIVTS FOR WIND UPLIFT RESISTANC
1LE'
Table Deck Application Type Description Page
IA-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech,Attached Base Sheet(nails),Bonded Roof Cover 7-8
SE-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 8-9
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11-12
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13-14
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-18
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 19-20
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22-23
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25-27
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 29
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-32
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 33
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 34-36
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 36
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 AHJ. 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.
> 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 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,I.I.C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-R14 for FL1654-R16
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 36
ERD
TRINITY
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.
5. 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.
HA(HA): Full coverage at 25-30 lbs/square.
Y Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Y Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
i OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
> OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o,c.
r Note: When multiple layers(s)of insulation and/or coverboard are Installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
Y 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 for the equivalent thicker material listed in the table:
i Millennium One Step Foamable Adhesive(M-OSFA): 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)
Y OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
> OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(013500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
i 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocya n u rate 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-1.
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 AHJ,as documented through field uplift testing In accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 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,them inimum 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,I.I.C.d/b/a Trinity)ERD Evaluation Report P9290.02.08-R14 for F1.1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 36
19 ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1 POLYGLASs ROOF COVERS
..
Reference Layer Material Application
BP-AA Base Polyglass G2 Base,FBC Approved ASTM D4601,Type II
HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI
Base or Ply Elastobase,Elastobase Poly,Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-AAHA at 20-40 lbs/square
(SBS,Asphalt-Applied) Cap Elastoflex 56, Elastoflex 56 G, ElastoFlex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand-backed),
Polyfresko G SBS FR(sand-backed)
SBS-TA Base or Ply Elastoflex V,Elastoflex S6
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(poly-
film backed),Polyfresko G SBS FR(poly-film backed)
SBS-SA Base Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
Self-Adhering
(SBS,Self-Adhering) Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect
APP-TA Base or Ply 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 Self-Adhering
(APP,Self-Adhering)
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;
T, PG300 Fibered Roof Coating;
PG600 Non-Fibered Aluminum Roof Coating;
PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating;
Y PG800 Asphalt Emulsion Roof Coating;
Y Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
i Polyplus65 Premium Fibered Aluminum Roof Coating;
Y Polybrite 70 Premium Grade Elastomeric Roof Coating;
Y Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating,
16. The following represent priming requirements for gypsum-based coverboards:
➢ 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. "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,I.I.C.d/b/a Trinity)ERD Evaluation Report 139290.02.08-1114 for FL1654-R16
Certificate of Authorization H9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 36
%
[TRILAITY IERR
i .
TABLE IE-2:WOOD DECKS–NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEMTYPEE: NON-INSULATED,MECHANICALLYATTACHED BASE SHEET(SCREWS&PLA-rEs),BONDED ROOF COVER
System deck(See Base Sheet Roof Cover MDP(psf)
No. Note 1) Base Fasten Attach Ply Cap
Min.15/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c.in
W-43 inch plywood Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows (Optional)APP-TA APP-TA -90.0
Metal Plates or OMG Fiat Bottom Metal Plates
Min.15/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-Inch o.c.at 4-Inch lap and 6-Inch o.c.in (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA
W-44 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG r Round three,equally spaced,staggered center rows SBS-TA or APP-TA or APP TA -90.0
Metal Plates or OMG Flat Bottom Metal Plates
W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DPorTrufast#14 HD(min.1-5/8-inch 6-Inch o.c.at 4-Inch lapand 6-inch o.c.in (Optional)SP-AA or SBS-AA SBS-AA -90,0
inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows
I
Min.15/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c.in five,
W-46 Polyglass APP Base Duty(min.1-5/8-Inch long)with OMG 3"Round equally spaced,staggered center rows (Optional)APP-TA APP-TA -120.0
inch plywood Metal Plates or OMG Flat Bottom Metal Plates
Min.IS/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA
W-47 Inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -120.0
Metal Plates or OMG Flat Bottom Metal Plates
W-48 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1.5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA or SBS-AA SBS-AA -120.0
inch plywood long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows
TABLE 11F:WOOD DECKS–NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NOWINSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover MDP(pso
o JoIntTreatment Base Ply Cap
inch plywood (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
'W-49 (Optional)PG100.' Ygne SBS-SA TA,APP-TA TA,APP-TA
(Optional)One or more
W-50 –bdW�'1532_ (15pM a�G100 None Polyflex SA Base APP-TA -90.0
inch plywood APP-TA
W-51 Min,IS/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
(Optional)PG100 inch plywood place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA
W-52 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _135.0
(Optional)PG100
inch plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
W 53 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)One or more APP-TA -135.0
inch plywood place to create continuous bond. APP-TA I —
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report P9290,02.08-RI4 for FL1654-R16
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nienninen,PE-59166 Appendix 1,Page 9 of 36