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Professi b h I f s `F°°"" c a °9aR:wen4tilot St. Lucip r runt,
Regulation
ralYnw,.Fotl plSlwcha n. nL.ta.,11ra1bn Detail
,r.aca'o R1654-R1a THESE PLANS AND ALL PROPOSED WORK
Code Versiotion n 2010 " AND SUBJECT TO ANY CORRECTIONS
Cotle Verslpn I030
ApplSotion StatYS Appro.ed REQUIRED BY FIELD INSPECTORS THAT
Comments MAY BE NECESSARY IN ORDER TO
ArthIved COMPLY WITH ALL APPLICABLE CODES.
Podud Manumptuntr POLYGIASS USA
ACEras/Pflong/Emall 150 Lyon Drive
Femley, NV 89400
(570)304-1230 Eat242
Jakins@polyglaa.mm
AuM.M.ot Slgnaure Zama Akins
jakins@p°lyglase.com
TetllNml Rmresenhtive Store Watltlin9
ST. LUCCIE COUNT ' BUILIING DMSION Atltlress/POane/Emall Fe,miff, ilon D/96400 REVIEWED FOR 2)363COI LLI,YCE
(60V339 REVIEIVEDBY
a 2) 63oiygla5s.mm
DATE
Quality A 1honedm Representative James Akin, ad PLANS AND T MUST BE Aaarex/PnonwEmal SSS HumMM[ Intl strlal Pke, OR NO INSPECTION WILL BE MADPET.ON JOB
HatlaOn, PA 10201
(800)094-4563
jakins@p°lygiass.mm
Category Roofing
SUMa[egory Modlfled Wtumen Roof System
CPmpliance MetME Evaluatl°n Report from a Ronda Registered Architect or a IlmnseE Florida R°fesslonal Engineer
Evaluation Report - Hardmpy Received
Fletltla Engineer or NNlteQ Name who developed Me Evalunton Report Robert Nleminen CONCEALED FASTENERS OR ATTACHMENTS
Florida limn. M-59166
Quality Assurance Entlty UL LLC ARE THE RESPONSIBILITY OF THE
Qualty Assurance Contract Uplra ion Date 06/27/2016
Va00ah0 By 24an W.tMom Oldt,PE
or, CONTRACTOR OF RECORD
VaIItlaMOecMlst-HaNmpy Received
C flcwte of Meependence RI654 Rl4 COI 2014 04 Wl Nleminen.otlf
Referenced Standard and Year (of Shndawl) Standard Year
ASM D6163 2000
A D61M 2005
A D6222 2002
riT D6509 2000
FM 4470 1992
M 4424 20"
EglEvaience of Product Standards
CtltlOed By
Se@lons from Me Code
Product Approval McMW Mehed I Option D
Date SuOmiMed 11/11/2014 am An, am
Date Validated 11/19/2014
Doh hnNrd ep FDCAppvdl 1IR1R014
Date approved 02123/2015
Date Raised 02/27/2015 FILE C upt Py
summary pr ProaRne
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 3/12/2015
nonaa buuamg uoae vnune
SFIa ' IModal. MumEer or Name Deurlollon
Yage L of 2
1654.1
Polyglasz SOS and APP Modified Bitumen Roof
SOS and APP modified bitumen tool systemsLimit'..
S tens
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IR1654lR14Instructions
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ft1554 41 0]4 f!A R $MOO i116 14, f
Verified Robert en!
use dulsitla MVM2: Yes
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Ueated on Independent Man! Pally: Yes
Iry dent Party: Y
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once t 1.) The design Me ERAIn this approbation relates to one cast types.
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Created by Independent Turd Parry: Yes
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455, r.5. must Provide Na Poumnenl MN an ends address If they I . . ene. Me a red. proya.d mey be used for of l mmmunlutimn Win the loemer. xmwevef Mall Abdul am public record. If you
do not MN to supply a personal address, pleace pdNm Me Detainment won an email aCLnu waN can he made wwratl. N Me pubis To determine It you am a roarcum under gapear 455, r.5., olives
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`J�TRINI*ERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
PHONE: (203) 262-9245
FAX:(203) 262.9243
Evaluation Report P9290.02.08-R32
FL1654-R14
Date of Issuance:02/12/2008
Revision 12: 11/12/2014
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 designed to
comply with the Florida Building Code, 2010 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 4, plus a 33-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166,. Florida DC4 ANE1983
CERTIFICATION OF INDEPENDENCE:
The rauimne seal appearing vas authurbed
by Robert Nieminen, P.E. on 11/12/2014
This does not serve as an electronlollV signed document Signed,
sealed hardcopies have been transmitted to the Product Approval
Administrator and to the named client
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 I 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.
(
'\j` TRINITY I 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
Property
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2002
1507.11.2
Physical Properties
ASTM D6509
2000
3. REFERENCES:
911thy Examination Reference Date
ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD (TST6049) FM 4470/4474 P33760.09.09 09/10/2009
ERD (TST6049) FM 4470/4474 P33770.09.09 09/10/2009
ERD (TST6049) FM 4470/4474 P30540.11.09-R3 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 (TSr6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD (TST6049) Physical Properties P37590.03.13-1-111 O6/26/2013
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-R3 07/O1/2013
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 (T5T6049) FM 4470/4474 SC6160.11.14 11/10/2014
FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals (TST1867) FM 4470 003A3.AM 04/04/1997
FM Approvals (TST1867) FM 4470 2DOA0.AM 12/23/1998
FM Approvals (TST1867) FM 4470 2D5A9.AM O6/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/20DO
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 (TST3867) 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
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 02/27/20GB
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R32
Certlficote ofAuthor7satlon H9503 F1.1654-1114
Revision 12: 11/12/2014
aPY
FILE'CO
4.
5.
Entity Examination Reference
Miami-Dade(CER1592) HVHZ Compliance Various NOAs
Miami-Dade(CER1592) Proposal for Review 10-0823
UL LLC(QUA9625) Quality Control Service Confirmation, R14571
PRODUCT DESCRIPTION:
\1 TRINITY I ERD
Date
Various
10/12/2010
Exp.06/27/2016
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 I: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS-
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM 04601
N/A
II
Polyflex SA Base
ASTM 04601
N/A
II
Polyglass APP Base
ASTM 06509
N/A
N/A
SBS Membranes
Elastobase
ASTM D6163
5
I
Elastoflexv
ASTM D6163
5
1
Elastoflex SA V Base
ASrM 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
5
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
5
1
Elastoflex $6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyrresko G SBS
ASTM D6164
G
I
Polyfresko G SBS FR
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
ASFM D6164
G
I
Polyrresko G SBS SA P
ASTM D6164
G
I
Polyfiresko G SBS SA P FR
ASTM D6164
G
I
Pol reflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
PolyRexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
PolyfreskoG
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASFM D6222
S
I
PolybondG
ASTM D6222
G
I
Polyflex SAP
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyrresko G APP SA P
ASTM D6222
G
I
Polyfresko G APP SA P FR
ASTM D6222
G
I
Palykool
ASTM D6222
S
I
LIMITATIONS:
5.1 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.
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.
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R32
Certificate of Authorization #9503 FL1654-R34
Revision 12: 11/12/2014
1.
49
it0r }
i <
t 1 { �� 3f
5 t7j} F3!).m
6.
7.
S.
9.
�RINITY `ERD
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.
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.
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.
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 or Mule -Hide 111 Non-Fibrated Roof Coating;
➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ PG700 White Reflective Roof Coating;
➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
D Polybrite 70 White Elastomeric Roof Coating.
➢ Polybrite 90 or Polybrite 95
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for Information on product locations covered for F.A.C. Rule 61G20-3 CIA requirements
QUAUTYAssURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 33-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-R32
Certificate ofAuthorization a9503 FL3654-R34
Revision 12; 11/12/2014
Page 4 of 4
\t TRINITY
3A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet Bonded Insulation Bonded Roof Cover 'Qft,-_40
1A-2
1B
Wood
Wood
New, Reroof (Tear -Off) or Recover
New, Reroof (Tear -Off) or Recover
A-2
B
Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover _
Mech. Attached Base Insulation Bonded Top Insulation, Bonded Roof Cover
5 _
1C
Wood
New, Reroof (Tear -Oft) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
SD
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation Mech. Attached Base Sheet, Bonded Roof Cover
SE-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
f 8
3E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
-
SF
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 -Oft) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
11
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
12-13
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
14-17
3A-2
Concrete
New or Reroof (Tear -Oft)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
18-19
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
19
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20-21
4B
LWIC
New or Reroof (Tear -Oft)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
22
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
23-25
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
26
513
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
27
5C
CWF
New, Reroof (Tear -Oft) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
28
SD
CWF
New, Reroof (Tear -Off) or Recover
C
.Mech. Attached Insulation, Bonded Roof Cover
28
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
28
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
29
613
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
30
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
30
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
31-33
78
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
33
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 AM. 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.
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 polyisocyanurate, polystyrene, wood fiberboard, perlite, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK
Glass -Mat Roof Board that meets the CA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report P9290.02.08-R12 for FL1654-R34
Certificate of Authorization d9503 Revision 12: 11/12/2014
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 33
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 th
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 d s and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentati
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 manufactures published instruc on
➢ HA (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.
sa-
D Millennium One Step Foamahle Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBondxi-OB's
referenced.
➢ OlyBond Classic (08 Classic): Full coverage at 1 gal/square.
D 3M CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c.
➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spacing.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA):
MDP
-157.5 psf
(Min.
0.5-inch thick)
➢ OMG OlyBond 500 (08500):
MDP
-45.0 psf
(Min.
0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (OB500):
MDP
-187.5 psf
(Min.
0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500):
MDP
-315.0 psf
(Min.
0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500):
MDP
-487.5 psf
(Min.
0.5-inch thick ACFoam II)
D 3M CR-20:
MDP
-117.5 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. Forfully 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 F%-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, 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, L.C. d/b/a TrinitylERD Evaluation Report P9290.02.08-1132 for FL3654-R14
Certificate of Authorization 69503 Revision 12: 11/12/2014
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 33
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
im
TABLE 1: POLYGIAss ROOF.. COVERS
Reference
Layer
Material
Application
BP -AA
Base
Polyglass G2 Base, FBC Approved ASTM D4601, Type II
(Base and Ply sheets, Asphalt -Applied)
ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
HA at 20-401bs square
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
(SBS, Asphalt -Applied)
Cap
Elastoflex 56, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS, Polyfresko G SBS FR
HA at 20-4016s/ ua
SBS-TA
Base or Ply
Elastoflex V, Elastoflex 56
(SBS, Torch -Applied)
Cap
Elastoflex V, Elastoflex 56, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS,
Torch -Applied
Polyfresko G SBS FR
SBS-SA
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self
(SBS, Self -Adhering)
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko G SBS SA P, Polyfresko G SBS SA P FR, Polyreflect
-Adhering
APP-TA
Base or Ply
Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G. Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
APP SA
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko G APP SA P, Polyfresko G APP SA P FR, Polykool
Self -Adhering
(APP, Self -Adhering)
15. Any of the following FBC Approved coatings maybe 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 or Mule -Hide 111 Non-Fibrated Roof Coating;
➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ PG700 White Reflective Roof Coating;
D PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
D Polybrite 70 White Elastomeric Roof Coating;
➢ Polybrite 90 or Polybrite 95.
16. The following represent priming requirements for gypsum -based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field -primed with PGS00 prior to self -adhering ortorch-applied membrane application. No priming is required for hot -asphalt membrane applications.
D 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 1609.1.5 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R32 for FL1654-R14
Certificate of Authorization n9503 Revision 12: 11112/2014
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 33
TABLE1A-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover —
'
MTIP
No.
(See Note 1)
Type
Fasten
Attach
Type
Attach
Type
Attach
Base
Ply
Cap
psf)
Min. 0.25-inch Dens Deck,
Polyglass G2 Base,
32 ga., 1-5/8-
8-inch o.c. in 4-inch
Dens Deck Prime, SECUROCK
CertainTeed Glasbase,
Inch diameter [in
lap and 8-inch D.C.
(Optional) FBC
Gypsum -Fiber Roof Board,
(Optional)
585-AA,-
W1
Mch
Firestone MB Bamko
caps with 11 go.
In three, equally
Approved,
HA
Min. 0.75-inch Fesco Board
HA
orBP-AA
SBS
or SBS-
BP -AA or
SBS-TA,
- .
inch plywood
plywood
PermGlass -PlyBase
annular ring
spaced, staggered
ASTM C1289
(homogeneous) or min. 0.5-
AA
SBS-AA
APP-TA"'
orGAF L
Glass Base or GAFGLAS
shank nails
center rows
Poiyiso
Inch Structodek High Density
a75
Fiberboard Roof Insulation
Polyglass G2 Base,
32 go., 1-5/8-
8-inch o.c. in 4-inch
(Optional)
CertainTeed Glasbase,
inch diameter tin
lap and 8-inch D.C.
(Optional) FBC
Min. 0.25-Inch Dens Deck,
One or
SBS-SA,
W-2
Min. 19/32-
Firestone MB Base, 1M
caps with ll ga.
in three, equally
Approved,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
-60.0
Inch plywood
Tamko
PermGlass
annular ring
spaced, staggered
ASTM C3289
Gypsum -Fiber Roof Board
SA, SBS-TA,
SBS-TA,
SBS-TA,
Base or
Glass Base or GAFGLAS
shank nails
center rows
polyiso
APPTA
APP-TA
a7s
Polyglass G2 Base,
32 go, 1-5/8-
8-inch o.c. in 4-inch
CertainTeed Glasbase,
Inch diameter tin
lap and 8-inch
(Optional) FBC
Min. Dens Deck,
(Optional)
W3
Min.
Firestone MB Base,JM
caps with ll ga.
in three, equally
ly
Approved,
HA
Dens Deck Prime, SECUROCK
Deck
HA
POlyflee
One
APP-TA
-60.0
Inch plywood
plywood
Tamko
PermGlass -PlyBase
annular ring
spaced, staggered
ASTM ' C1289
Gypsum -Fiber Roof Board
SA Base
more
more APP-
GlassBasecrGAFGLAS
or
shank nails
center rows
Polyiso
TA
a7s
32 go, 1-5/8-
6-inch D.C. in 4-inch
Min. 2-inch
D-IS, OB500,
inch diameter tin
lap and 6-inch D.C.
ACFoam 11, III,
CR-20 or M-
Min. 0.25-inch Dens Deck,
D-IS,
BP -AA
(Optional)
SBS-AA,
W-4
Min.
Elastobase or
caps with 12 go.
in four, equally
H-Shield,'
OSFA, atop
Dens Deck Prime or
OBS00,
or SBS-
BP -AA or
SBS-TA,
-60.0
inch plywoo
plywood
Elastobase Poly
annular ring
spaced, staggered
Shield CG
fastener
SECUROCK Gypsum-Fiber
CR-20 or
AA
SBS-AA
APP-TA
shank nails
center rows
Multi -Max FA3
rows, 7-Inch
Roof Board
M-OSFA
or ENRGY-3
D.C.
ga.,
Min. 2-inch
D-IS, OB500,
(Optional)
mete
Inch diameter [In
In
lap ano.c.in4-inch
lap and 6-Inch D.C.One
ACFoam II, III,
CR-20 or M-
D-IS,
or
SBS-SA,
W-5
Min.
Elastobase or
caps with 12 go.
in four, equally
H-Shield,,
OSFA, atop
Additional layers
0,
585-SA
more 5B5-
APP-SA,
-60.0•
inch plywood
plywood
Elastobase Poly
annular ring
spaced, staggered
Shield CG,
fastener
of base in
of base insulation
CR-20 or
CR-2
SA, SBS-TA,
SBS-TA,
shank nails
center rows
Multi -Max FA3
rows, 7-inch
M-OSFA
APP-TA
APPTA
or ENRGY-3
D.C.
32 ga., 1-5/8-
6-inch D.C. in 4-inch
Min. 2-inch
D-IS, OB500,
inch diameter tin
lap and 6-inch D.C.
ACFoam 11, III,
CR-20 or M-
D-IS,
(Optional)
W-6
Min. 19/32-
Elastobase or
caps l2 go.
spacer, equally
H-Shield, H-
OSFA, atop
(Optional) Additional layers
OB500,
Polyflex
One or
APP-TA
-60.0•
inch plywood
Elastobase Poly
annuli ring
r
staggered
Shield CG,
fastener
of base insulation
CR-20 or
SA Base
more APP-
iing
shank nails
shank
centspacer rows
center rows
Multi -Max FA3
rows, 7-inch
M-OSFA
TA
Or ENRGY-3
D.C.
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization a9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-1132 for FL3654-R34
Revision 12: 11/12/2014
Appendix 1, Page 4 of 33