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=3, FL# FL17836
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Johns Manville
Address/Phone/Email P.O. Box 5108
Denver,CO 80217
(303) 978-4879
codes@jm.com
Authorized Signature Vanessa Indarte-van der Plaat
codes@jm.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Liquid Applied Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
W Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/29/2017
Validated By John W. Knezevich,PE
CJi Validation Checklist- Hardcopy Received
Certificate of Independence FL17836 RO COI 2015 01 CO I Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM G155 2005
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y 1... 3/13/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 06/29/2015
Date Validated 07/01/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/20/2015
Summary of Products
FL# Model,Number or Name Description
17836.1 SeamFree PMMA Liquid Applied PMMA liquid applied roof systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17836 RO II 2015 06 FINAL Al ER JM LARS FL17836.Ddf
Approved for use outside HVHZ: Yes Verified By: Robert Nieminen PE-59166
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-495 Evaluation Reports
other: 1.)The design pressure herein applies to one FL17836 RO AE 2015 06 FINAL ER JM LARS FL17836.Ddf
system. Refer to ER Appendix for all systems and Created by Independent Third Party:Yes
maximum design pressures.2.) Refer to ER Section 5 for
Limits of Use.
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
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=D MAR 13 2917 Attachment#8 JM LARS Eval. Report
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
\\� �R���TY f ERD
353 Christian Street
1 i I f Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Johns Manville Corporation Evaluation Report 8875.05.15
P.O.Box 5108 FL17836
Denver,CO 80217 Date of Issuance:06/29/2015
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 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: SeamFreeTm PMMA Liquid Applied 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.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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 3,plus a 3-page Appendix.
Prepared by: —
a+S
Robert J.M.Nieminen,P.E. %F The fatimilie seal appearing was authorized by Robert Nieminen,P.E.
�,'H!s°i^v'�l on 0 6/2 912 015.This does not serve as an electronicalt si ned
Florida Registration No.59166 Florida DCAANE1983 '�""'�'t""` y g
i document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity)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 TrinityJERD 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 TrinityJ 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 ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Liquid Applied Roof Systems
Compliance Statement: SeamFree'" PMMA Liquid Applied Roof Systems, as produced by Johns Manville, 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
1504.6 Physical Properties ASTM G155 2005
3. REFERENCES:
intitt Examination Reference Date
ERD(TST6049) Physical Properties JM-SC7745.05.15 05/05/2015
FM(TST1867) FM 4470/FM 4474 3039104 04/15/2010
UL LLC(QUA9625) Quality Control MLA R10167 06/13/2014
UL LLC(QUA9625) Quality Control Inspection Report 04/29/2015
4. PRODUCT DESCRIPTION:
This Evaluation Report covers SeamFree TM PMMA Liquid Applied Roof Systems applied to Approved substrates as outlined in the
Limitations/Conditions of Use herein. The following products make up the subject systems.
4.1 Liquid Applied Membrane Components:
Product Description
SeamFree—PMMA Resin Combined with SeamFree-PMMA Catalyst and SeamFree TM PMMA Scrim to
form a monolithic,reinforced membrane
SeamFree'""PMMAJoint/Repair Paste Combined with SeamFree T" PMMA Catalyst to form flexible resin for
repairing substrates or covering insulation joints
SeamFree'"PMMA Catalyst Reactive agent used to introduce curing
SeamFree TM PMMA Scrim Non-woven,chopped strand fabric reinforcement
4.2 Primers:
Product Description
SeamFree'""PMMA Primer Combined with SeamFree T"PMMA Catalyst to form a substrate primer
SeamFree'"PMMA Primer-High Traffic Combined with SeamFree TM PMMA Catalyst to form a rigid substrate primer
SeamFree'"PMMA Primer-Metal Metal substrate flashing primer
4.3 Surfacing:
Product Description
SeamFree TM PMMATop Coat Combined with SeamFree TM PMMA Catalyst and optional aggregate to form
finish coat
SeamFreel PMMA Textured Traffic Coat Combined with SeamFree TM PMMA Catalyst and pre-mixed aggregate to
form finish coat in high traffic areas
5. 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 HVHZ jurisdictions.
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.
Exterior Research and Design,I.I.C. Evaluation Report 8875.06.15
Certificate of Authorization#9503 FL17836
Date of Issuance:06/29/2015
Page 2 of 3
TRINITY'ER®
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be
in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented
through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones
2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
5.8 For 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 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 The AHJ may require integrity flood testing (ASTM D5957) or Electric Field Vector Mapping tests of all waterproofing
systems prior to placement of overburden materials. Testing,if required by the AHJ,should be conducted by a qualified
testing agency or professional.
5.14 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C.Rule 61G20-3.
Note:This evaluation pertains to the Johns Manville components making up the waterproofing assembly, as outlined in
Appendix 1. This evaluation does not purport to address performance or CIA for non-JM components within the
assemblies,such as overburden products.
6. INSTALLATION:
6.1 SeamFree'" PMMA Liquid Applied Roof Systems shall be installed in accordance with Johns Manville current, 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.
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 named CIA entity for information on plants covered under F.A.C.Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC(QUA9625);(847)664-3281;Rick.A.Titnus@ul.com
-THE 3-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 8875.06.15
CertiTicate of Authorization#9503 FL17836
Date of Issuance:06/29/2015
Page 3 of 3
TRININ I ERD
YAPPENDIX 1:AITHMENT REQUIREMENTS I FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Steel New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
2A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 3
2B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3
3A Various Recover F Non-Insulated,Bonded Roof Cover 3
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. Unless otherwise noted,insulation fasteners shall be the following with the noted minimum fastener engagement for each deck type. For deck-types not listed,refer to the specific system listings herein:
➢ Steel: Dekfast#15 HS with Dekfast Hex Galvalume Plates. Minimum%-inch steel penetration and engage the top flute of the steel deck.
3. Unless otherwise noted,the insulation may be any polyisocya nu rate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the CIA requirements of F.A.C.Rule 61G20-3 and is documented
as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
4. 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:
➢ Hot asphalt(HA): Full coverage at 25-30lbs/square.
➢ Dow Insta-Stick(D-IS): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
➢ 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.
➢ 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.
5. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted.
6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
7. 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.
8. 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.
9. 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.
10. For existing substrates in a bonded 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 ANSI/SPRI IA-1. For existing roof decks in a bonded re-roof(tear-off)installation,the existing roof deck shall be suitable to receive the proposed new roof
system 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 TA5124.
11. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 8875.06.15 for FL17836
Certificate of Authorization#9503 Date of Issuance:06/29/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 3
F)o
TRINITY I ERD
12. Unless otherwise noted,application rates of the SeamFree"""PMMA components areas follows:
Product Use Rate
SeamFree"PMMA Primer Substrate primer 0.08 lb/square(0.4 kg/m)
SeamFree"PMMA Primer—High Traffic Substrate primer 0.08lb/square(0.4 kg/m)
SeamFree"""PMMA Resin Base Coat 0.41 lb/square(2.0 kg/m)
SeamFree—PMMA Resin Top Coat 0.27 lb/square(1.3 kg/m)
SeamFree'"'PMMA Top Coat Surfacing/Wear Layer 0.12 lb/square(0.6 kg/m)with optional broadcast application of quartz sand
SeamFree'"'PMMA Textured Traffic Coat Surfacing/Wear Layer 0.72 lb/square(3.5 kg/mz)
SeamFree'"'PMMA Joint/Repair Paste Insulation Joint Treatment 6-inch wide to insulation joints by trowel or roller
13. Overburden of soil and plantings(for'garden roofs';root barriers,filter fabric,drainage components,EPS/XPS insulation,etc.)or concrete topping slabs,that are specified by the Designer of Record,acceptable to •
the Authority Having Jurisdiction and do not form part of the load path to the waterproofing system,are permissible over the waterproofing assemblies noted herein with no adverse affect on the wind uplift
performance of the waterproofing system. The AHJ may require integrity flood testing(ASTM D5957)or Electric Field Vector Mapping tests of all waterproofing systems prior to placement of overburden materials.
Testing,if required by the AHJ,should be conducted by a qualified testing agency or professional.
14. Optional finish surfacing materials,including SeamFree""'PMMA Top Coat,SeamFree-PMMA Textured Traffic Coat or additional application(s)of SeamFree"""PMMA Resin and/or quartz aggregates may be applied to
the final SeamFree"PMMA Resin surface with no adverse effect on system wind uplift performance.
15. "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.
TABLE 1A: STEEL DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. (See Note) Type Fasten Attach Joint Treatment Primer LARS (psf)
Min.22 ga.,type B,
(Optional)One or more Min.1.5-inch Dekfast#15 Base Coat:SeamFree'""PMMA Resin
S-1 Grade 80 steel layers,any ACFoam II HS with 1 per 2 ftz SeamFree""'PMMA SeamFree""PMMA Joint/Repair Paste Primer-High Traffic Reinforce:SeamFree-PMMA Srim -37.5
combination,loose laid Dekfast Hex Top Coat:SeamFree'"'PMMA Resin
Min.22 ga.,type B,
(Optional)One or more Min.1.5-inch Dekfast#15 Base Coat:SeamFree""PMMA Resin
z SeamFree T""PMMA SeamFree-PMMA
S 2 Grade 80 steel layers,any ACFoam II HS with 1 per 1 ft Joint/Repair Paste Primer-High Traffic Reinforce:SeamFree-PMMA Srim -52.5
combination,loose laid Dekfast Hex Top Coat:SeamFree""PMMA Resin
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 8875.06.15 for FL17836
Certificate of Authorization#9503 Date of Issuance:06/29/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 3
CID
TRINITY ERD
TABLE 2A: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP
No. (See Note i) Type Attach Type Attach Joint Treatment Primer LARS (Psf)
Structural (Optional)Additional SeamFree'"'PMMA SeamFree'""PMMA Base Coat:SeamFree'"'PMMA Resin
C-1 concrete Min.1.5-inch ACFoam II,H-Shield D-IS layers base insulation D-IS Joint/Repair Paste Primer-High Traffic Reinforce:SeamFree'"PMMA Srim -82.5
Top Coat:Seam Free'"'PMMA Resin
Structural SeamFreeTM PMMA SeamFree'"'PMMA Base Coat:Seam Free'"'PMMA Resin
C 2 concrete Min.1.5-inch ACFoam II,H-Shield D-IS Min.0.25-inch Dens Deck D-IS Joint/Repair Paste Primer-High Traffic Reinforce:SeamFree'"PMMA Srim -120.0 .
Top Coat:SeamFreeTM PMMA Resin
Base Coat:SeamFree'°"PMMA Resin
C-3 Structural Min.1.5-inch ACFoam ll,H-Shield Hot Min.0.25-inch Dens Deck Hot Sint/Re ai PMMA Primer-High
m r-Hig PMMA Reinforce:SeamFreeTM PMMA Srim -322.5
concrete asphalt asphalt Joint/Repair Paste Primer-High Traffic
Top Coat:SeamFreeTM PMMA Resin
TABLE 2B: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F-1:NON-INSULATED,BONDED ROOF COVER
System Deck Roof Cover MDP
No. ) Primer
(See Note i Base Coat Reinforcement Top Coat (Psi
SeamFree'"PMMA Primer-Hi h;
.C-4, {Concrete, — - g iSeamFree'" PIVMA.Resin) (Seam Free'"'PMMA Scrim) 5eamFree1" PMMA'Resin) 495.&
Traffic -- - -- -..
TABLE3A: RECOVER APPLICATIONS
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Roof Cover MDP
Substrate(See Notes 1&10) Primer
No. Base Coat Reinforcement Top Coat (psf)
R-1 Existing granule-surfaced modified bitumen SeamFree'"PMMA Primer SeamFreeTM PMMA Resin SeamFree'""PMMA Scrim SeamFreeTM PMMA Resin -495.0
roof cover over concrete deck
;Existing smooth-ssurfaced BUR or modified) SeamFree'"'PMMA Primer-, M M;
(R-2 - Seam Free PMMA Resin (SeamFree""PMMAScrim) (SeamFme PMMA Resinj {_495.0i
- i6i€umen roof cover over concrete deck) (High.Tra'_ffi� - - -
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 8875.06.15 for FL17836
Certificate of Authorization N9503 Date of Issuance:06/29/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 3