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DATE FILED: I I r PERMIT# ham(_ ( 0 y�/5
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PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERIT S,
PROJECT INFORMATION
LOCATION/SITE
EVI 01M
ADDRESS:
120 BEACH AVE
PORT ST LUCIE FL 34952
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Switching underlayment to POLY GLASS POLYSTICK TU PLUS&TARCO for FLAT ROOF PORTION EASY BASE ONLY
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CCC1331472 ST. LUCIE CO CERT. #:
BUSINESS NAME: RHINO ROOFS&GENERAL CONSTRUCTION CORP
QUALIFIERS NAME: LUIS QUINONES
ADDRESS: 865 S KINGS HWY
CITY: PORT ST LUCIE STATE: FL ZIP: 34945
PHONE(DAYTIME): 772-446-1139 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09 R-0
hRevised 06/30/17Ff sR D
NOV 2 2 2019
Permitting Department
C4- 1 1 1rirn r,r%I ir% -'ki =I
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Product Approval Menu>Product or Aopllcatlon Search>Application List>Application Detail
r a-r y k FL# FL5259-R28
3 Application Type Revision R
Code Version 2017 a ®"
Application Status Approved 4
Comments REVIEWED FOR
Archived
CODE COMPLIANCE
Product Manufacturer POLYGLANSSUSA arlLUCIE COUNTY
Address/Phone/Email 1111 W. wport CAT ®��
Deerfield Beach,FL 33442
male t@pol gl Ext 242 f2-2-J7
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Emall 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAlpert@polyglass.com
Quality Assurance Representative Ariel Lender File Corny
Address/Phone/Emall 1111 W.Newport Center Drive !C
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W.Knezevich,PE
*r Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226 2009
ASTM D4798 2011
ASTM D6164 2011
ASTM D6222 2011
FM 4474 2011
FRSA/TRI April 2012 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Date Revised 10/15/2019
SumMary of Products
Ft.# Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Unfits of Use Installation Instructions
Approved for use in HVHZ:No FL5259 R28 II 201$ 01 FINAL ER and v ASS UNDERI AVMENTS F r,L 259
Approved for use outside HVHZ:Yes2�$,pdf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure In this Evaluation Reports
application relates to one particular X259 R28 AE 2-01801 EINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underiayment system(over concrete deck)for B2fLp&
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underiayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures.2.)Refer to ER Section 5 for
other limits of use.
Contact Us::Z¢,01 Blair Stone Road,Tallahassee FL 32399 phone:850.487-1824
The State of Florida is an AA/EEO employer.cCagyjight 2007-2013 State of Florida ::privacy Statement;:Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.if you do not went your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls
Provided may be used for official communication with the iicenseo.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,FS.,please dick a e,.
Product ApProvai Accepts:
®RR®
Credit Card
Safe
NEMO I etc.
Certificate of Authorizatfon 1132455
353 Christian Street, Unit#13
Oxford,CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1124
1111 West Newport Center Drive FLS2S9-R28
Deerfield Beach,Fl. 33442 Date of Issuance:02/24/2009
(954)233-1230 Revision 24:01/24/2018
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
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 Cade that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOletc. 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 "NEMOletc. 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 14.
Prepared by:
Robert J.M.Nieminen,P.E. ,^'p�y.•�`�''7.fit;*� ° The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983
�''�iS'' " �c'' P.E.on 01/24/2018.This does not serve as an electronically
/ ��:••
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc. 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. NEMOletc.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 NEMOIetc. 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.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 6th Edition (2017)Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the installation Requirements and Limitations i Conditions of Use set forth herein.
2. STANDARos:
Section Prope Standard ear
1504.3.1 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1-1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRi(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PR((TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRi(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTi(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST-6049) Physical Properties P5110.04,07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
NEMO ETC,LLC, Evaluation Report P12060.02,09-R24
Certificate ofAurhorizarron#32455 6EDITION(2017)FBC NON-HVHZ EVALUATION FLS259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24-.01/24/2018
Page 2 of 14
ONEMOletc.
Lnft Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties 041420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/0412013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738,02.07-112 04/2912013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-111 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-111 11/2612013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09,14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties P44360.10.14-RI 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080,05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05,16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NCIA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
.4.1 ..Mechanically Fastened Undadayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base'sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass 62 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.2 Self-Adhering Underlayrnents:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe Is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an
aaaraaata . meets ASTM D1970.
4.2.3 Polystick TU Plus is a nom 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
surface;meet
Qt:polyester fabric su;5 ASTM D1970 and FRSA/TRi April 2012.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259_R28
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01124/2018
Page 3 of 14
ONEMOletc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets FRSA/TRl April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and FRSA/TRl April 2012.
4.2,6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet FRSA/TRl April 2012,
4.2.7 Polystick Dual Pro- is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.8 Polystick Tile Pro"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRl April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970(See Section
5.8).
4.3.. Mechanically Fastened and/or.Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand-surfaced SBS
modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roil Roofing" (ASTM D6380, Class M) in the "Single Ply System"from FRSA/TRl April
2012 (04-12) beneath mechanically fastened the roof systems or Hat Asphalt applied "Cap Sheet' in the "Two Ply
System"from FRSA/TRl April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M)in the"Single Ply System"from FRSA/TRl April 2012(04-12)beneath mechanically fastened the roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRl
April 2012 (0412) beneath mechanically fastened or adhered the roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied"Cap Sheet" in the`Two Ply System"from FRSA/TRl April 2012
(04-12)beneath mechanically fastened or adhered the roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. I.IMITATioNs:
5.1 This is a building code evaluation. Neither NEW Ietc. 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certtfieate of Authorization#32455 6EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/2412018
Page 4 of 14
ONEMOjetc.
5.5 Allowable Roof Covers:
TABLE I..`ROOF COVER OPTIONS,
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood shakes Slate
&Shingles
E#astobase Yes Yes Yes(Base Sheet n 2-ply system) (Base Sheet n 2-ply system) Yes Yes Yes
Elastobase P Yes Yes Yes yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet In 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet to 2-ply system) (Base sheet in 2-pry system)
Polyglass APP Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base sheet in 2-ply system)
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes(See 5.5.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polyst#ckTUMax No Yes Yes (See S.5,1) Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes(See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex S6 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 55.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5,1) No Yes Yes
Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5,1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved file adhesives/underlayment combinations.
TABLE IA:AUOWABLE TILE-.A HE$IVE'/UNDERLAYMENt.COMBINA'noNs=
Adhesive Florida Product Underlayments
Approval
BAP Foam Touch'n Sea[StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TileElond"" FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset®AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset"RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,I.I.C. Evaluation Report P12060,02,09-1124
Certificate of Anthodzotton#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all wariations),Dual Pro,Tile Pro,PmkflmxSAP orSAP FR,Mule-Hide SA-APP Cap Sheet mrSA-APP Cap Sheet
(FR)self-adhered to:
> New untreated plywood;ASTM 041primed new untreated plywood; Existing plywood;ASTM C41primed existing
plywood; New m' existing, unprimed CISB; ASTIVI D41 primed QSB; Southern Yellow Pine; ASTM Q41 primed
|
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods °I|P System" Panels
�
(designed and installed tomeet wind loads for pnojecd.
Note:polyg6osdoes not require priming mfnew orexisting plymoo' orO8Gsheathing. mevvo/ex��nQp�mmodov
O��eo��g�ou����ed�o0d��dd��ph��o�0�tion of Polystickmombranes.
E|astofleuGTU,E|astof|exSGGorE|ostoflexSGGFQ\nhot asphalt to:
> ASTM D41primed structural concrete.
Po|yMexGorPn|yf|euG FRtorch-applied to:
> ASTM D41primed structural concrete.
5.6.2
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
� > AGTK8 [1289, Type /|, Class 2 polybocyenurata or Type V poly|moqmnuratm-compuske insulation; Dens Deck
DumeGoard)Dens Deck Prime;orSECURCI[KGypsum-Fiber Roof Board.
E|astoflex GTU,£|astoflex S6 GorE|astoflex 56GFR|nhot asphalt to:
> Dens Deck Prime orSECUROCKGypsum-Fiber Roof Board.
Po}yOexG orpulyUexGPR torch-applied to:
> A6TIVI D41primed structural concrete;Dens Deck Prime orSECUROCKGypsum-Fiber Roof Board.
For Installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations underfoam'on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically,Attached Base Laver.
Po|Vstiok(all variations, PolyOexSAP or SAP FR, Mule-Hide SA-APP Cap Sheet m*SA-APP Cap Sheet(FH) Dual Pro or
Tile Pro self-adhered to:
> ASTIVI D226,Type I or 11 felt,Elastobase;Elastobase P or Mule-Hide Nall Base.
E|asto8exGTU,E/aatoflwwSGGmrE{o,taflwmS6GFR|mhot asphalt to:
> ASTM D22fiType|or)ffelt;E|agobase ElastobaseP,Mule-Hide Nall Base ovPobNglassG2Base.
PwkflexGurPo|yRexGPMtorch-applied to:
> E|astobase;E1amobasep,Mule-Hide Nail Base,Po|yg|assG3Base prRn|yglassAPP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For Installations underfoam'nn tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in
accordance with PBC Section 1504.3.1.
msMmETC,mc Evaluation Report pzxusnouu*mm
Certificate ofAuthorization mnx55 smEDITION(2mm)FOC moN-wvwaEVALUATION FL5259*28
Polyglass Roofmwerlayments,(954)233-V30 Revision 24:01/2412018
Page oofz*
| ------------
OMEMO letc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address Wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRl April 2012(04-12)and are used in foam-on tile applications. 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 FRSA/TRl April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 —Maximum Design Pressure=-90 DO:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS,or Polystick MTS PLUS,self-adhered,
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck; Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment-Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y."ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-205 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
Deck: Min,15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered,
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,rile Pro,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer! PG100 or ASTM D41
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied,
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Vastobase or Mule-Hide Nall Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c,at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.'
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 r.'EDITION(2017)FBC NON-HvHz EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch ox.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type 11 felt
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch ox.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type Il felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underiayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.254rich long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underiayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hat
asphalt.
#12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 94nch ox.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply, (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC Evaluation Report P12060.02.09-1124
Certicate of Authorization#32455 b'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
NEMA I etc.
#15 Maximum Design Pressure=-52.5 P
Deck: Min.IS/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing; 6-inch o.c.at the 3-Inch wide side laps and 6-Inch ox,at four(4)equally spaced staggered center rows.
Underlayment:Elastofl'ex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 mss#:
Deck: Min.19/52-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners- 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing; 8-inch o.c.at the 4-inch wide side laps and 8-Inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TUI or Elastoflex S6 6,applied In full mopping of hot asphalt or Polyflex 6,torch-applied,
#17 Maximum Design Pressure=-60 P4,
Deck. Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-flim surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-Inch o.c.at the 4-Inch wide side laps and 12-Inch o.c,at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet- Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing, 8-inch o.c.at the 4-Inch wide side laps and 8-Inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
-applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MARX Cap
Fasteners
Spacing: 10-Inch ox.at the 4-inch wide side laps and 10-inch ox.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#20 Maximum Design Pressure=-90 Ps
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c,at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-Inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex 6,torch-applied.
#22 Maximum Design Pressure=-90
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufa5t#12 DP or Trufast#14 HD with Trufast 3"Metal insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 64nch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastaflex 6 TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
NEW ETC,U.C. Evaluation Report?12060.02.09-R24
Certiftate of Authorization 1132455 EDITION(2017)FSC NON-NVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
ONEMA Jetc. .
#23 Maximum Design Pressure=-90 p
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3'Galvalume Steel Plates,OMG Roof8rip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-Inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#24 Maximum Design Pressure=-97.5 P
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-Inch wide side laps and 4-Inch o.c.at four(4)equally spaced staggered center rows.
Base Ply- (optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-Inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied In full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure=412.5 psf:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-Inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 P :
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-Inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mapping of hot asphalt or Polyflex G,torch-applied.
#28 Maximum Design Pressure=-120 DO:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners; Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-Inch o,c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02,09-R24
Certificate ofAutharization#32455 6r"EDITION(2017)FSC NON-HVHZ EVALUATION FL52S9-R28
Polyglass Roof Underlayments,(W)233-1230 Revision 24:01/24/2018
Page 10 of 14
ONEMOjet.c.
5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 and Roofing Application Standard RAS 117. 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.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-121):
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2:41C SLIPPAGE.UmATIONS FOR DIRECT-DECK TILONsTALLATIONS.
Underlayment Tile Profile Staging Method Maximum Slope
Flat 10-tile stack 7:12
Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12
Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7.12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Flat 6-tile stack(4 over 2) 6:12
Polystick TU P Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Plus' Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 30-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#31455 67N EDITION(2017)FBC NON-HVH2 EVALUATION F1.5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
fONEMOJetc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
63 Elastobase,Elastobase'P or Mule-Hide Nail.Base;
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226,Type 11 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Nail Base may be covered with a layer of Poll stick Polyflex SAP, Polyflex SA
Elastobase, Elastobase P or Mule-Hidey y y yf yfl
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Eiastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with
FRSA/TRI April 2022(04-12)Installation Manual.
6.4 Polystick-MTS,MTS PWS,IR=Xe;;TU P,TU Plus,TU Max',Dual Pro,Tile Pro or MU-X-or Polyflex SAP,Polyflex SAP.FR,
Mule-;Hide SA-APP Cap Sheet or Mule-Hide SA-APP.-Op Sheet(FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials,with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP
Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch
diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to cover the area being back-nailed.
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 Ib. hand
roller to ensure full contact and adhesion. '
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
View of Ovelap seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certiftcote ofAutho6zatlon#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments,(954)233-1230 Revislon 24:01/24/2018
Page 12 of 14
i
NEMO etc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or,on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick Dual P%1R-Xe or Polystick MU X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s),Base
Sheet fastening shall be not less than FRSA/TRI April 2012(0412),Table 1.
For adhesive-set tile applications,refer to Section 5.6.4 herein.
6.4.4 Two(2)Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use
under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired.
6.5'- Elastoflex.G.TU,Elastoflex S6:G or Elastoflex S6 GFR:
6.5.1 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM 1)6380, Class M)in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)In the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile
roof systems.
6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
64 Polyflex G.oc:Polyflex G FR: _
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April
2012(0412)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI
April 2012(0412)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
NENIO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FOC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments,(954)233.1230 Revision 24:01/24/2018
Page 13 of 14
NNEMOjetc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staaina:
6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to
Table 2 herein,and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of
roofing tiles is forty-eight(48)hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 CIA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant. Specification Loducl s
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick III Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSA/TRI April 2012 Polystick TU P
Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR
ASTM D6222 I Polyflex G,Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certijlcate ofAutharl:atlon#31455 6'N EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14
_1!11/2019 Florlda Buliding Code Ondine
• � s
BRS home ;taQ fn YtrsarRepistratrca i Nat epics submft Sord+ar@e Stab a Facto I Publlcatfans Cardact tJs ? ERS sill Map t urim r Bamh
)r P=UC*jAPpmv*l P_0It peer
product aaoruvai Manu> u r a gpaEeafion list s Appaatian Detail
cS'?tj��r
,t�.. F# FL10450-RIO
Application Type Revision
Code Version 2017
Applk4Uon Status Approved
i
Comments
Archived
REVIEWED FOR
Product Manufacturer Tarco Rooting
Addrew/PhWEVErnall One Information Way CODE COMPLIANCE
Suite 225
Utlie Rock,AR 72202 ST. L U C I E COUNT'
(254)913-7750
smohsesenotarcoroofing.com BOCC
Authoraed 619nature Sheik Mohseen'
stnohseen0tarcoroofing.com
7echntcal Representative Sheik Mohseen
Address/Phone/Emed 2403 Taylors Valley Road
Belton,TX 76513
5a
smohiseenStarcoroofing.comdile Copy
Quallty Assurance Representative Sheik Mohseen
Address/Phone/Email 2403 Taylors Valley Road
Belton,TX 78717
! (254)939-3775 Ext 210
1 smohseen0tanmroofingxam
Category Roofing
subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucansed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Ant Name w a developed the Robert Nieminen
Evaluation Report
Florida ikense PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Data 11/22/2019
Validated By John W.Kne2evich,PE
.J Valldathm Checklist-Hardcopy Recelved
Certificate of Independence EL10450 RIO Q01 2018 01 Cr; Ni MF_ Y�_odt
Referenced Standard and Year(of ndard) WAndard Year
ASTM D1970 2015
ASTM D226 X1009
ASTM 133909 2012
I ASTM Don$ 20ii
ASTM D4869 2016
ASTM D6164 2011
httpe/Jw►vw oridabuiWng.afg/pr/pr app dd.sapx?param=w EVXtiWO*WsOdH$14890v%2f 4VVZyCLUr7kavguSMn*R4Y'AQ'YoM%Bd 112
i
111112019 Florida Buliding Code Onffm
Sections from the Code
i
Product Apptova!Method Method 1 Option D
Date Submitted , 10/03/2017
Date Validated 10/07/2017
Date Fending FBC Approval 10109/2017
Date Approved 12/12/2017
Saffimury of Predutte
PL IF mofti,Numb w or Name Dawiption
9467.1 LeakBarrier Es yStick Modifted Set-Adhering Modifled Bitumen hoof Systems
Bitumen Roof I ystems
Limits of Ws insbustion YnstruWona
Approved tot'use in NVHZe No FO.497 R5 11 2017 10EINAi;AlER TARCO MODBIT SBS FL94$7-
Apprmed for use outsids t[WZ:I as $S.ttd€
Impact Reslatant:N/A Verified By:Robert J.M.Nieminen PE-59166
Design Preswrr.+N/A1-135 Created by Independent Third Party:Yes
Other,1.)The design pressure in application Evalundon itaport:
relates to one particular assembly av concrete deck. 9487 R5 AE 2017 10 FINAL JR TARCO.MQO I'�SBS �487-
Refer to the ER Appendbk for other s s and deck AL&
types.2.)Refer to ER,5ttcNan 5 for o er!!mils of Created by Independent Third Party:Yes
Use.
{ 3 El
� cam 9tatr t,mhe wad.tatgfi:u..�rnoa tea:2904 .+n1A
Tho 5tiq of Ftottda Is an AA(FFo em�CrtSffitrc gna7.2nt8 State,t oda.::f j::9r��amti envy_ mea+!s: t
Under Rohda taw,email addream axpubat Ids D you do not want your e-ma address released in response to a public-records MOW,do not lend ekdraott
Mair to this akaity.Instead,contactthe oNha by hone or by traditional malt if you have any questions,pkosa Ionto!!SSOA87.1"S.*Fursuontto Soft"455.275(1),
Plarlda StaWtas,etftetive Octoba!,2012,Ilan as Hansen under Chapter 455,F.B.must provida the Deparbnent with an amall addras if they have one.The emails
provided may ao used rar cmdsi a mmunfeetio with the licensee.HOWL ar email addressee a*pubik retard.V you do net wish to supply a posanai address,please
provlda the pepertment with an ema0 address Ich can ba made n ailabie to the public To determine U you ata a kensee under Chapter 455,F.S.,please dick lam.
Prodtiet Appserias Aanept o
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h"eJ-AvwJ oddOulldbVo*pripr—ppp—dg.opx?pmm-wGP-VXQwff)qvn*W/*2fdo42faN49jur-FvftivLpkj3pwcco%3d 212
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a:1
Taw Dads Application Type Omafption ftV
2A wood Now,Reroof(Fe 43fi)or Recover C Mesh.Attached insufadca4 Bonded Rnef Cover 2
18 Wood New,Remof(Tear)or Recover D Insulated,Medi.Attached Base Sheet,Bonded Roof Cover 2
1G1 Wood New orRemd(Te3V4)fly E Non insulated Meth Attached Base Sheet(aails),Bonded Roof Cover 2
IC-2 wood New,Retool(Tear011)or Recover E Non-fnsubted,fNech.Attrhdled ease Sheet(s crew%&plates),Son ded Roof Cover 1
1D woad fleworeeroof(Tear•O€E) F Non-Insulated,Bonded Roof Cover 3 �f
'the folMdon_ room aooN 12 rive strsaems oath
1. The roof system omluation herein pertains to abnve-deck roof components. Roof decks and structural members shall be In accordance with FEC requirements to the Satisfaction of the Aut tOW Having AWS"01L
Load resistanceofthe roof dmkshoo bedocumented tttwugb proper codified arWorFOCApproval documentation.
2. unless otherwise noted,fasteners and stress plates for insulation attachment shall bens follows.Fasteners shall be of sullioent length for tine fe krmng engagements:
> Wood Deck: CMG 412 or#14 HD with OMG 3 bs Galvalume'Steel Plate(non-ribbed)orTru-Fast DP or HD with Trufast 3"Metal insulation PWtas.MWmum%-loch phwoaf penetration or minrcmm
1-mcit wood plard:embedment
3. Unless otherwise noted.Insulation may be any one Layer or combination of pnlylsocyanurate,polystyrene,wood fiberboard,pedte or gypsum-based roof board that meats the CIA requirements of FAC.Rule 61620-
3 and Is documented an meeting FSC 15OLl and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. For mechanically attached components or partially banded Insulation,the mwdmum 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 AhSI/Splo W01,FM Lass
Prevention Data Sheet 1-29,Rooting 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 Isis
Prevention Date Sheet i-29 Vanuary 2KO farZone 213 enhancernaft
S. For assemblies where all components are fully adhered,the maximum design preswre for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysts is permitted.
6. For mechimtcal y attached components over existing d Ddt%fasteners shall he tested in the existing deci:far withdrawal resistance. A qualified design professional"I review the data for comparison -
minimum requirements for the system.Testing and analysts shall be In ac ardance with ANSIJSPRI MI orTesft Application Stanard TAS 105.
7. For existing substrates in a bonded recoveror re-roof kt taltatlo»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 docunm ted through field uplift testing in accordance with
ANSiJWRi IA-1,ASTM E907,FM loss Prevention Data Sheet 1--S2 arTesting Application Standard TAS 224.
8. "MDP'=iNaximmum Design Pressure is the fault of testing for wind load resistance based on alhavrable wind krads.Refer to FOC 1609 for determination ofdesign wind loads. I
i
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i
EWA dor Research trod Oesign,I.I.C. a Tri nity ERD Evaluation RepaRT396042M R3 f94,FL9497 IN
Cer4 WaeeofAvthorhadmro9503 6EM ON(2019y FOC NON HWZEVALUATiON Revision3:10/024017
Preparedtry: Roberttieminen,PE-59166 Ileakawde&Fasp$Ucii"Mod"Bitumen Reafftstems;CM)913-7754 Append'ut1.Page iof3
I
`t �`t�tINIIY t ERD
1k:�lY �ECI -^N WCallS1 i�07ij�lit7tf#�F.�Ti 1. .
; .
•:.::. :. !" i,
:S1a i� AN 81aNC D,SvMM RQOF:4 fR; r": :• :• : '; ; -; ,..'
Deck(Nate 1) gase peserLaBon taYcr Tap �O hoof tAtrer NW
No. TWO Fzst4narar Attach brna Pty Ply Cap two
W-1. MIM LV3Y'plywood (Optkmal)One or more yrs, Min.3/8-Inch SECUROCK Gypsum-
at max.24'spans any combination,loose laid flberRoaf Board Note2 1 peri fez F.a syfte (Optional)EasyBase Eacsystidc Plus -525 3
Min.1513r plywood (Optional)One or morelayers, Min.24nch Wham 11,EneWGuard
w2 POW. Note2 1 1fit E awe (Optb-QEasysase EasystkkPiro -525
at 24'spans anycoreeblRaNarr,Ioosefatd GLorMuhi-MaxFA3
r
fi 8t>~SB=1Npt1D:DEX 6--.NEWQONSfRt ftl71 JRO60CF jTIW-O" M...
;sirST�l�i''
�IiP> dr..iNS�k+Ld`rFf L+rti�ainia" 1rAtt -�a
I.GAi�t. AC�1 ..¢A�iESIfEEI,BON4F.D REXOF COV,EIri• .
System Dedt( 1) InsulaUoe LaMar Dose Sheet Roof Cover Map
Type Adkb Type fasteners Attach Dace Ply Cap (pall
W 3 Min.iSISr plywood Any type,thickness err Loose talo EMLay Note 2 1lFinch a c In the min.4-hecb lap and it}-Inch ac. One or two plies, EasyWck Phis -60.0
at max.24'spans combination in two(2),equally spaced,staggered center rows Easy6ase
W-4. Min.15/3Y Plywood Anytype,thickness er loose laid EasyLey Note 2 S'u'ch ox.m the min.4-inch lapand 84nch ac.In One ortwo plies, EasyStidc Phu -135.o
atMML24`spans tnnibination fextr(4),equaI1yspaced.st e4mntermws Easysase
Vi.& Min.15/3T plywood Ary Type,Thickness or loose tail Ea 6aruhocinthemin,4-inchlapand64ncb"fn Oneartwoplies,
at max.24•spans combination ease Note 2 four(41,eeferaity spaced„staggered center rotes EasyBase EasyStIckPlus -235.0
TAIU I1lECK,S. or
SrSLEIIii 1fPE'E:f11LfA1aNSUtAfEtT IYiECtIANICAit A7TAQUPP.3ASO.SHEET(iial(l oo,NDED RwbcrjEi4'
filo Deck(Notel) TYPa Fae4errere » Attidt Raw piy C Cap i
iNin.19/3rplywood Eas12Sm.armularringshank nails wWmin.32&a„25/5” 74acho.cInthe�4-hKhlap and 7arxhoc.inthree Oneortwopliea,
` at max 24'sparts diametertirt•gps.(Ref:F5C iS175) (3),equaltyspaced,staggered center rows E4syllase EasySthk Plus -60.0 1
W-7. Mtn.15/32'plywood EasvLay S-mephec MARX Cap Fastener 8-fach o.c In the mkL 4-Inch lap anda-inch o c,in One oriwo plies, EasyStick Plus -52.5 S
at Max,24•sites for(4J,equally spaced,steepted center rows Earillm {
Min.15/311 plywood 12 go.annular ring shank nails and min.32ga.,i-5/5' 44ach o.c in the 4-Inch lap and 4-iMh o c in four One ortwo plies, {
'N"8 at mar.24"spans t°y diameter tot-caps.(Ref:Fac 15175) (4),equaAyapeced,staggered center rows EasyBase PCus -�°A
W-9. Wa.15132"pigwood EasY1KaL[�se 12gaannubrrkegshanknallsondmin.32ga.,15/tr 4-Indracinthe44mhtapand44nchac.int'iae Oneortwoplies, EasySUckPlus -120A
at max,24"spans diameter tkr•eaps.(Ref.Fac iS17.5) (5),equally spaced,staggered center rows EasyBase
f
ftWIiorResearch and Design,UC-d/b/aTdnfty)ERD
L:t9 tion Report 739820.12.11-R3 for FL94E74tS
CerhytanaeafAwAmtmtran49sQ1 6
EDITION(2017)FOC NON-NVNUVALUATION Revision 3:10102/2017
Prepared by;Robert Wiemb-ten,PE-59166 teahtlacriera EasySOckm Moditd BNumen RMI'Systems,fn4l)919 7750
Appendix i,Page 2 of 3 i
t
i
i
t;
TRINITY ERD
.. ,:?�f.EiG2:.WO0D;D�ClG4...NESif!. �earaDll�pri�pDU.#1��..:-.
S1fSiE1N[YPE'. Ii10 IA1ED ME 1 EY dCNED'BASESHEEi* ROOFfOVER:
u ,, tfAly cAt.. A1T .P1S68Ql�0610�
SystaM Deck(NaM i) Base Sheet moW Weer IMDP
iia. Type Fastnten Attach Base Ply Cap (PSG
W-10. Min.15/32"plywood � y Note 2 Winch ox.in the min.flinch lap and W4uch ax—In two(2),equak spaced, One or taro plies, fasgStid:Pkts 600
at maK.24"spans staggered center rows 83WE se
Min.is/32"plywood 84nth o c.in the min.41ndh lap and 8-inch ox-in four(4),equally spacer), One ortwo{dies,
at max.2A"spans EasyUV Note 2 s•tMered a mW rows Eas"ase C-asyStidc Plus -13SA i
W-12
Min.1513r plywood Nalitiase Note 2 6-hrch o c.inthe min.4-Inch hap and 6-Fnch o e in four(4),equallyspam4 One or two plies, EasyStidt Plus -MR �
at coax.24'spans staggemd cent rows
...:,, . .:,:-..'. TA'BLE ID:.1N401): �-li�Y1F. 11tS'iRtKiiON enRBtQOf;tJ
. . .... . .. ..• . ......... .. . : .:'. ''SIf5IE1111•'111PE.fcBDND�D�ROQf-�,DVER.�.��` : ;-.-. .'•:' : . .
Sam Deck(Note 1) RooFOouer Mop
bintiteatment Base ply Ph Cap
Min.1513r plywood Hone (Optional)EasyBase (Optional)t:asy8ase &wAtk k Plus -7-5-0
at Max 2v spans
W-14. Min.15/32• ate covered with 4-irrch wi strl� Easytlasq,roiled Into {Opthorhai)EasyBase (Optional)EasyBase us 4200
�c 24"spans place to create continuous hand.
t _
i
Exterior Research and aeskn,Lie d/b/a Trinity)Ew Evaluation Report 11`39=12.11-0 for FLSMAS
CerfftuteufAr,Mro zvfiwmm 6'"EMMN{2017)FBCNON4iVMEVALUATION Revision 3:10/02/2017
Prepared by: Robert Wmmkm,PE-59266 LeakBardes'EaVSock-Modified @Rum=Rod5pteats;(ZSQ923-7750 Appendix 1,Page 3 of