Loading...
HomeMy WebLinkAboutRevisions OFFICE USE ONLY: (� 1 DATE FILED: I�'o�� PERAaT# �V 0j - 0 -/ y` REVISION FEE: 7 S -tq RECEIPT# to -7 PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 :V APPLICATION FOR BUILDING PE IT ) IS10 m N PROJECT INFORMATION LOCATION/SITE ADDRESS: �- cc 17 DETAILED DESCRIPTION OF PROJECT ,,tk REVISIONS: , \<� he ( nLt,J -oI La S tus w duGA r5z n ji CONTRACTOR INFORMATION: STATE of FL REGJCERT.#:00A 00 LO ST.LUCIE CO CERT.#: BUSINESS NAME: -E- LU n QUALIFIERS NAME: ADDRESS: le9 'Sa CL � CITY: VZC-�- S LA,'-C, -2, STATE: ZIP: 3LEM PHONE(DAYTME): 3y K-r?IG/ FAX: OWNER/BUILDER INFORMATION: NAME: m i q rbo2�-- ADDRESS: 3M0 rav 1\ \ CITY: _ f o e r STATE: ZIP: PHONE(DAYTIME: Q79 -'708'-e CM FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTEME): FAX. V L 0 SLCCC:9/23/09 MAR A2020 Revised 06/30/17 FILE CopyPermitting Department St. Lucie County, FL 2/21/2020 Florida Building Code Online RRI"Yr T'1 ryiP '/"'rt rNii'S'SWe+w�ym+rt + r t t. F + + +Sv b 1 tt 8 7 h R H *C F S t S r1Sh 3�. Yli✓!3 A r+��., .,d►► { )r'� lEf '} �r r u,. 4",. t '7 r�/kr S'+�4� .� i�'iS,.�t'�" 0• - ^s't�;3 4:t- _r.b.?� :tLwn X12. _. ..id.'..i.� .it C,.,lrs 1 iJa 7?,.°v.'ii„er..��j:Ir: �rft�N..�:a�f:?..,c�v 5 .: :,xSs3. <v,.3t i'7• +.;>'t,�gq, t K f;0 �y .^ •SCK � r.+�•a#�nYr G�� i+`.�rt�a�R'a��St?r�'rr..'�ESicU1;X,-N SCIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search dbpr d Product Approval USER:Public User � . Product Aopnnral Menu>Product or Application Search>Appil:pa List>Application Detail f — Sn j ;r FLFL17022-R7 ::t sa_•,r",,dim..'t.:'::;,,a;�G Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017x,date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 LOCKE BOWDEN Evaluation Report 2c7o)- — Q�yZ Florida License PE-49704 REVIEWED FOR Quality Assurance Entity Keystone Certifications,Inc. CODE COMPLIANCE Quality Assurance Contract Expiration Date 04/22/2024 �+ Validated By Zachary R.Priest,P.E. $T. L U C I E COUNTY Validation Checklist-Hardcopy Received BOCC Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.2 ff Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code FILE COPY https:/Ifloddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 2/2Tt2020 - Florida Building Code Online Product Approval Method Method I Option D Date Submitted 08/18/2017 Date Validated 08/2512017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary_of Products FL# --�Moe�,Number or Name Description 022.1 "5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically attached to 15/32"plywood or Wood Deck with fasteners Limit.of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 11 FL 17022.1 5 V CRIMP sgr.pd Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022.R7 AE. FL 17022.15 V-CRIMP—S—Sr--Pdf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 117022.2 #2----)V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel, mechanically attached to 15132"plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R711-FL 17022.2-5 V CRIMP 0.032 ALUM ssr. d Approved for use outside HVHZ:Yes jj Verified By: Locke Bowden,P.E.49704 Impact Resistant:No E Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports111( Other:Refer to evaluation report for conditions.Install the i -L17022 R7 AE. FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.3 3-"1.5"Mechanical Seam" 1.5"rib height,16"wide,24 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with clips and fasteners. Limits of Use tI Installation Instructions Approved for use in HVHZ:No i FL17022 R7..11.FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes OAM 24gL_.5�, df Impact Resistant:No Verified By: Locke Bowden,P.E.49704 li Design Pressure: +N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and limitations Evaluation Reports of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.3. 1.5 MECHANICAL method listed in this report and applicable code sections of Lqp" 249A_gisr pfff FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes '1TO22A 4-"1.5"Mechanical Seam"(115) 1.5"rib height,16'wide,0.032"aluminum,standing seam roof panel mechanically attached to 15/32"plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 11 FL 17022.4 mr=CHANCIAL SEAM l Approved for use outside HVHZ-.Yes ALUMINUM ssr.pd Impact Resistant:No Verified By:Locke Bowden,P.E.49704 Design Pressure: +N/A/-Table A Created by Independent Third Party.Yes Other.Refer to evaluation report for conditions and limitations Evaluation Reports of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022A MECHANCIAL SEAM method listed in this report and applicable code sections of ALUMINUM ssr.pd FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes 17022.5 "1 in.Nail Strip"(115) ^ 1"rib height, 16"wide,26 gauge steel,standing slam roof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ.,No FL17022 R7,rl FL 1,7022.5..1.0 NAT STRIP ssr.pd Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and limitations FL17,022 R7-AE.FL 17022.5 1.0 NAILSTRIP ssr.pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes https://Poddabuilding.org/pr/pr�_appjd.aspx?param--wGEVXCtwtDqv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEqvOQveeg`/*3d`/*3d 2/3 2/21 12020 Florida Building Code Online method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 16-"I in.Nail Strip"(RS) V rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to attached to 15/32"plywood or Wood Deck with fasteners, —--------- Limits of Use Installation Instructions Approved for use in HVHZ:Na FL17022 R7 11 FL 17022.6 1.0 NAIL STRIP 0.032 I Approved for use outside HVHZ:Yes I ALUM ssr.pdf Impact Resistant:No I Verified By: Locke Bowden,P.E.49704 11( Design Pressure:+N/A/-Table A I Created by Independent Third Party:Yes other:Refer to evaluation report for conditions and limitations Evaluation Reports i. of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 JA NAIL STRIP 0,032 ii method listed in this report and applicable code sections of ALUM ssr.pdf FBC.Refer to manufacturer's installation instructions. -Created by Independent Third Party:Yes 17022.7 7--1.5 in.Nail Strip"(RS) rib height,19"wide,26 gauge steel,standing seamroof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation instructions Approved for use in HVHZ:No FL17022 R7 11 FL 17022.7 1.5 Nail Strip 26GA ssr.pd Approved for use outside HVHZ;Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf i of use.install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. �7O 17022.8 8-'EMAX Rib"(115) gauge steel,lapped roof panel mechanically attached to ___J,5/32"plywood or wood deck with exposed fasteners. I Limits of Use Installation Instructions Approved for use in HVHZ-No FL17022 R7 11 FL 177022.8 EMAX Rib..sqrpjdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party,Yes Design Pressure:+N/Al-Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations FL17022 P7 AE FL 177022.8EMAX Rib ssr.pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.9 19-"PBR MAX"(RS) 26 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022. R7 U FL 17022.9 PBR_RIB ssr-9_d_f Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports 1 Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report and applicable code sections of fi FBC.Refer to manufacturer's installation instructions. contact Us:.*26DI Stair shone Road,TaMmssee FL 321"Phone:850-48,7-18 The state of Honda is an WEEO emplayen Copyright 2007-30I 3 State of Flanda,::Privacy -:ArcessiNj.IX StW_rent.:Refund Statement Under Florida law,email addresses are Public records.if you do not want your e-nta'q address released in response to a pubfic-records request,do tYA 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(l), Florida Staturms,effecorm October 1,2012,licensees licensed urAier Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided"be Ltsed for o(rKW cornmunkation with the licensee.However email addresses are public record.9 you do not wish to supply a personal address,pleiise provide the Depacla-mss wath an area-h address wbxh can be made available to the public.To determine it you are a ticectsece under Chapter 455,FS.,please clicic MM. Product Approval Accepts' Credit Card Safe https:Hfloddabuilding.org/pripr_app_otl.aspx?param--wGEVXCPMbqv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEqvOQveeg%3d%3d 3/3 1 2360 SW Poma Drive Palm City,FL 34990 772)872-6034 Compliant with Florida Building Code 2017(61 ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FRC Sec. 1507.4.2 Yield strengths 50 ksi mina Attached to min. 15/32"plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib height 3/8" Corrosion Resistant Compliant: FRC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2"Hex-Washer Head wood screw*to penetrate 3/16" min. thru deck or S/8"embedment into wood plank. (*or sufficient length to meet. requirements) Fastener 2 (Method 2,3, &4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw*to penetrate 3/16"min.thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with F6C Sec.Chart 1507.1.1 Slope:Shall be in compliance with FRC Sec. 2507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16"o.c. 16"O.C. 8"o.c- 6"ox. FASTENER SPACING (ALONG Panel width) 12"o.c. 12"o.c. 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1897-041 Test Report EM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897--04 is equivalent to test standard UL 189J'1�� ►� #• *Design pressure margin of safety 2:Y `�t�� ao��Y't��rJ Locke Bowden,P.E.does not have,not will acquire a financial 1 14 1 4:90*0 facturing or distributing products under this evaluation. ;• '� Locke Bowden,P.E.is not owned,operated,or controlled by a&coiApaf(V;j "il& tures,or distributing products under this report. • ° , " :� �� s !i►tl •t��� j FL17022.1 5d Crimp (26GA Steel), 24" Wide hoof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6"'ed., and per with Manufacturer's installation reference. 3.Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6fh ed., Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty, installation, recommended product use outside of this report. Fasteners- #9■1-10 Min.or #10■1-1/2'Min.perTabb A'/or Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Q �0 a o . Deck: 15/32*or greater Plywood,or Mood plank 24- 318" r+P i*MAL STRIA11ONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 1/2"Min. or #10 x 1-1/2"Min.per ?able"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Width Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank e 3/12/2020 Florida Building Code Online e 130S Home 1 Log In 1 User Registration i Hot Topic, I Submit Surcharge ! Stats&Fads 1 Publications i Contact Us 1 SCIS Site Map 1 Unks i Search f b a ( Product Approval P 'f USER:Public User Product ARgroval Menu>Product or Aoolicatlan Search>implication Lis t>Application Detail • • FL# FL5259-R29 } Application Type Revision Code Version 2017 Application Status Approved Comments Archived 10 Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (866)802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 (888)410-1375 uspolyglasstechnicai@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r/1/ G', Evaluation Report-Hardcopy Received�EVIE4Ob�n ®R Z Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report E COMPLIANCE Florida License PE-59166 ®D Quality Assurance Entity UL LLC ST. LU C I E NT CvOUN Quality Assurance Contract Expiration Date 10/21/2022 a7 ®�� Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R29 COI 2019 01 COI NIEMINEN.122f Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 p 2011 ASTM D6164 F,LE CO ASTM D6222 2011 ASTM D6509 2009 https:/ifloridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%3d 1/2 3/12/2020 Florida Building Code Online 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 10/15/2019 Date Validated 10/16/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underiayments Limits of Use Installation Instructions Approved for use in HVHZ No FL5259 R29 II 2019 SO FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R 9 p& 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 FL5259 R29 AE 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck)for R29.pdf use under foam-on tile systems(where the Created by Independent Third Party:Yes underlayment forms part of the load-path). Refer to ER Section 5.6.1 for other systems, other deck types and associated maximum design pressures.2.)Refer to ER Section 5 for other limits of use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriiaht 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 dick he er . Product Approval Accepts, LMM0®REM Vbdit Safe::.:`::'_: httpsJ/Roridabuilding.org/pr/pr app dti.aspx?param=wGEVXCiwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%3d 2/2 MEMO I etc. certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Polyglass USA,Inc. Evaluation Report P12060.02.09-R25 1111 West Newport Center Drive FL5259-R29 Deerfield Beach,FL 33442 Date of Issuance:02/24/2009 (954)233-1230 Revision 25:10/14/2019 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 Wh 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 Code 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). NEMOIetc. 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 16. Prepared by: 01 .�.s«t;��«��•.,,-� mow. .n.��•`�'e•+�,�C,'�"•••�• •� :� F-i��E ''1T�t Robert J.M.Nieminen P.E. Florida Registration No.59166,Florida DCA ANE1983 -'emii!xk*�� The facsimile seal appearmgwas authorized by Robert Nieminen,P.E.on 10/14/2019.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMO I etc.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. ©2019 NEMO ETC,LLC MEMO etc. ROOFING COMPONENT EVALUATION 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 6*Edition(2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. -e _ANIDAR , Year -- Standard . Y' lemon. 1504.3.1 Wind Uplift FIVI 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 D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 TAS 110 Accelerated Weathering ASTM D4798 2011 3 , REFERENCES ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD P'ST 6049) Tensile adhesion P40390.04.15 04/03/2015 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) TAS 103 P44360.10.14-RI 05/18/2015 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD W 6049) ASTM D1970 P5110.04.07-1 04/11/2007 ERD MT 6049) ASTM 01970 PLYG-SC10130.06.16-1 06127/2016 ERD PST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(M 6049) Tensile adhesion PLYG-SCIO130.06.16-2 06/27/2016 ERD(TST 6049) Wind Uplift P30540.11.09-111 11130/2009 ERD(TST 6049) TAS 103 PLYG-SC10130.06.16-3 06/27/2016 ERD(TST 6049) Tensile Adhesion P11030.1L09-1 11/30/2009 ERD(TST 6049) ASTIVI D1970/04798 PILYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift P11030.1L09-2 11/30/7009 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(M 6049) ASTM D4977 P11030AL09-3 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) ASTM D1970 P33360.06.10 06/25/2010 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) TAS 103 P33370.03.11 03/02/2011 ERD(TST 6049) TAS 103 PILYG-SC1=.08.17 08/08/2017 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD(TST 6049) TAS 103 PLYG-SC13035.08.17 10/31/2017 ERD(TST 6049) ASTM D1970 P37300.10.11 10/19/2011 FIVI(IST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) TAS 103 P40390.08.12-1 08/06/2012 ICC-ES(EVIL 2396) IBC Compliance ESR-1697 04101/2019 ERD(TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 M-D(CER I592) HVHZ Compliance NOA 17-0624.22 07/06/2017 ERD(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 M77(TS2508) ASTIVI D4798 1X201-17A 04101/2008 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(W 6049) ASTM D1970 4-PLYG-IM04.03.18 03/29/2018 ERD(TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO 05T 6049) Wind Uplift 4L-PLYG-18-00.OL19 01111=9 ERD(TST 6049) Wind Uplift P1738.02.07412 04/29/2013 NEMO(TST 6049) ASTM 06263 4S-PLYG-18-002.0L2" 01P4/2019 ERD(TST 6049) Wind Uplift 11757.04.01-1-111 04/30/2013 NEMO(TST 6049) ASTM D6222 4S-PLYG-32-002.05.19-C 05/20/2019 ERD(TST 6049) ASTM D6164 P37590.03.13-3A 05/06/2013 NEMO(TST 6049) TAS 103 4S-PLYG-184)04.10.19-G 10/08/2019 ERD(TST 6049) ASTM D6509 P37590.03.13-14U 06/26/2013 NEMO(TST 6049) TAS 103 45-PLYG-18-004.I0.194 10/08/2019 ERD(TST 6049) Wind Uplift P41630.08.13 09/06/2013 NEMO UST 6049) TAS 103 4S-PLYG-18-00410.19-L 10/09/2019 ERD M 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TAS 103 4j-Pl-YG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift R11751.05.03-111 11/26/2013 PRI(TST 5878) Tensile Adhesion PRIO1111 04108/2002 ERD M 6049) Wind Uplift P11781.IL03-RI 11/26/2013 PRI(TST SUB) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI M 5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 PRI(TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 PRI(TST 5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 PRI PST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 Polyglass USA P/1-Affidavit Mule+ride Cross Ltg 03/01/2008 NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 CertUkate ofAuthorizatfon#32455 e EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 2 of 16 ONEMOje.tc. Entity Exainmation ; Reference Date Entity Examination Reference Date ERD(TST 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 UL(QUA9625) Quality Control Service Confirmation 09/13/2018 4PRODUCT DESCRIPTION r ` , r). h Product 5pecrficafion Plants) Description 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet 4.3 Elastoflex G TU M-D 13-004 PA Polyester-reinforced,modified bitumen tile underlayment FRSA/TRI April 2012 composed of a sand-surfaced SBS modified bitumen back- side and granule-surfaced APP modified bitumen top-side 4.4 Elastoflex S6 G ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.5 Elastoflex S6 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.6 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.7 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.8 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt TAS 103 waterproofing membrane,fiberglass reinforced,with a FRSA/TRI April 2012 polyester fabric surface 4.9 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FR) FRSA/TRI April 2012 4.10 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems 4.11 Polyflex G FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRl April 2012 use as an alternate to Heat Applied"Cap Sheet'in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems 4.12 Polyflex SA P ASTM D6222 FL' Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.13 Polyflex SA P FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.14 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.15 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet 4.16 Polystick IR-Xe ASTM D1970 FL,PA Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.17 Polystick MTS Plus TAS 103 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass fiber reinforced,surfaced with polyolefinic film surface MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certiilcote of Authorization#32455 6m EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 3 of 16 OMEMO etc. S, obil "C" CT"DESCRIPTION Lam" 4.18 Polystick MU-X ASTM D1970 FL,NV,PA Nominal 54-mil thick dual-layer rubberized asphalt (See Section 5.8) waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.19 Polystick TU Max ASTM D1970 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/m2 polyester fabric surface FRSA/TRI April 2012 4.20 Polystick TU P TAS 103 TX Nominal 130-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass-fiber/polyester reinforced,with a granular surface 4.21 Polystick TU Plus ASTM D1970 FL,PA Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane,glass fiber reinforced,with a polyester fabric FRSA/TRI April 2012 surface LIMITATIONS. 5.1 This is a building code evaluation. Neither NEM01 etc.nor Robert Nieminen,P.E.are,in anyway,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. 5.5 Allowable Roof Covers: w000shakL Underh AspaftShipp es Metal & ilesSlate' Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet In Z-plysystem) (Base Sheet In Z-pty system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Rase Sheet in 2-ply system) (Base Sheet In 2-ply system) Elastoflex G TU Yes Yes Yes (See 5.5.1) No 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 HydraGuard Dual Pro Yes No No Yes Yes Yes HydraGuard Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Mule-Hide SA-APP Cap Yes Yes Yes (See 5.5.1) No Yes Yes Sheet Mule-Hide SA-APP Cap Yes Yes Yes (See 55.1) No Yes Yes Sheet(FR) Polyflex G Yes Yes Yes (see 5.5.1) No Yes Yes Polyflex G FR Yes--- Yes No No Yes Yes Polyflex SA P Yes Yes Yes (See 55.1) No Yes Yes Polyflex SA P FR Yes Yes Yes (See 551) No Yes Yes Polystick IR-Xe Yes No No No Yes Yes NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 4 of 16 ONEMOletc. •-'"-* `t J-.� y�,'y F EY c..'' - . 'f TABLEI OF VER_ ... ! Wood Shakes Underlaymertt Asphalt5huigles. Nad OnTUe Foam-0nTite Metal &Shi�les Slate Polystick MTS Plus Yes Yes No Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick TU P No Yes Yes (See 55.1) No No No PolystickTU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. { TABLE"lA ALLOWABLE TfLEADHESIVE UNDERLIIYMENT GONIBIIVA[fON51 3 Flonda Product 'Adhesnre Appnnral Underiaymeits DAP Foam Touc.Wn Seal StormBond Roof Tile Adhesive FL14506 Polystick TU Max or Polystick TU Plus Dow TileBond— FL22525 HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex G TU,Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP ICP Adhesives Polyset'AH-160 FL6332 Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule- ICP Adhesives Polyset®RTA-1 FL6276 Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: r .TABLE 2 ;SUBSTRATE OPTIONS FOR ADHERED UNbItmirMENTS Substrates(desrgsed to meet a�nnd.loadsforprotect) UM i layment Application Type PrimerMwMatenal(s). O ASTM D41 plywood,OSB,Southern Yellow Pine or Huber HydraGuard Dual Pro, Deck� (Optional)) HydraGuard Tile Pro, sheathing Engineered Woods"ZIP System"Panels ASTM D41 structural concrete Polystick(all variations), Mule-Hide SA-APP Cap self- (Optional)ASTM D41 ASTM C1289 Type 11 Class 1 polyisocyanurate,ASTM Sheet,Mule-Hide SA-APP adhering Insulation or WB-3000 C1289 Type V polyisocyanurate-composite,DensDeck Cap Sheet(FR),Polyflex Prime or SECUROCK Gypsum-Fiber Roof Board SA P or Polyflex SA P FR Base NSA ASTM D226 felt,Elastobase,Elastobase P or Mule-Hide Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU,Elastoflex hot asphalt Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board S6 G or Elastoflex S6 G FR Base NSA ASTM D226 felt,Elastobase,Elastobase P,Mule-Hide Nail Sheet Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Polyflex G FR torch- Insulation (Optional)ASTM 041 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board applied Base Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass Sheet NSA G2 Base or Polyglass Base 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of AuthorizationN3245S a EDMON(2017)FBC NON-HVHZ EVAWATION FL5259-R29 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 5 of 16 ONEMOletc. 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012(0412)and are used in foam-on or mortar-set the 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/TRI April 2012(04-12),Appendix A,Table lA or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-52.5 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min.4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #2 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #3 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,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=-105 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x lY"ring shank nails through 32 ga.,1-518"diameter tin caps spaced 12-inch o.c. #5 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 Plus,self-adhered. Joints: Min.flinch wide strips of Elastoflex SA-V over all plywood joints. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #6 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 Plus,self-adhered. Underlayment:HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #7 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. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlaymetns;(954)233-1230 Revision 25:10/14/2019 Page 6 of 16 ONEMOletc. #8 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB 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 1.2S-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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #9 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 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #10 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 II felt 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 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. #11 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 II 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 underlayment only)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #12 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 1.25-inch 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 underlayment only)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #13 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 MAXX Cap Fasteners Spacing: 9-inch o.c.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. #14 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P.Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 7 of 16 ONEMOletc. #15 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: 12 ga,annular ring shank nails with 1-5/8"diameter tin caps 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. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #16 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps 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. Underlayment:Polyflex G,torch-applied. #17 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 MARX 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. #18 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #19 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 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. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #20 Maximum Design Pressure=-60 psf: 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-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 TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-60 psf: 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-film 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. NEW ETC,I.I.C. Evaluation Report 1312060.02.09-1125 certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page Sof 16 ONEMOletc. #22 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,05B sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #23 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-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. #24 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Polyflex G,torch-applied. #25 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 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. #26 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width direction of the sheet. 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. Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #27 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width direction of the sheet. 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. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Cerdf ate of Authothadon#132455 6m EDITION(2017)FEC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 9 of 16 ONEMO I etc. #28 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width direction of the sheet. 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. Undedayment:Polyflex G,torch-applied. #29 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 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 MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps•and 10-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 torch-applied or Polyflex G,torch-applied. #30 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: Simplex MAXX Cap Fasteners Spacing: 6-4nch 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. #31 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 G,torch-applied. #32 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) 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 three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #33 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) 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 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. #34 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width-direction of the sheet 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. Primer. PG100 or ASTM D41 primer applied to stress plates. Base Ply. (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEW ETC,LLC. Evaluation Report P12060.02.09-R25 CertiJimte of Authorizatidn#32455 6'"EDITION(2017)FOC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Undedayments;(954)233-1230 Revision 25:10/14/2019 Page 10 of 16 014EMOletc. #35 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180'into the holes of the plate,parallel to the width-direction of the sheet 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. #36 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width-direction of the sheet 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:Polyflex G,torch-applied. #37 Maximum Design Pressure=-97.5 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: 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 Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #38 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MARX Cap Fasteners 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 applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #39 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners 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. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #40 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners 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. Underlayment:Polyflex G,torch-applied. #41 Maximum Design Pressure=-105 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: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 11 of 16 ONEMOletc. #42 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width-direction of the sheet 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #43 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 64rich o.c.at the flinch 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. #44 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width-direction of the sheet 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:Polyflex G,torch-applied. #45 Maximum Design Pressure=-112.5 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 Plus,self-adhered Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #46 Maximum Design Pressure=-120 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 five(5)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. #47 Maximum Design Pressure=-120 psf: 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. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#31455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments,(954)233-1230 Revision 25:10/14/2019 Page 12 of 16 ONEMOletc. #48 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #49 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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. #50 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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:Polyflex G,torch-applied. 5.6.1.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.1.2 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: :TiaeLE3 uRE�llMrrdno r s Und ent: � Maximum: re Elastoflex G TU,HydraGuard Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU 180 Max,Polystick TU P or Polystick TU Plus Polystick IR-Xe or Polystick MU-X 90 Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base 30 180 Elastoflex S6 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet (for adhesive-set tile) (FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR UNLIMITED (for mechanically fastened roof prepared roof covers) 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. NEMO ETC,I.I.C. Evaluation Report 1312060.02:09-1125 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlaymetns;(954)233-1230 Revision 25:10/14/2019 Page 13 of 16 MEMO etc. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12))- When loading roof tiles on the underlayment in direct-deck file 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. TQNSFOR I A-n li;ii 104 Underlaymerrt Tile Profile:. Method' __S mu Elastoflex G TU Flat 10-tile stack 7:12 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 HydraGuard Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 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 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 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 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4-12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Fiat or Lugged 10-tile stack 6:12 7- 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). u E asto 'asej.Elastobase aidd gsd�Fdr.M ie.ffl eai;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 and Polyglass published requirements. Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick,Polyflex SAP,Polyflex SA P FR,Mule- Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),self-adhered, Elastoflex 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 I and Section 5.6.1 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manual. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate of Autholizadon#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 14 of 16 ONEMOletc. 6.4 HydraGuard Iaual Pro,HydraGuard file Pro;Mule-Htde SA-APP Cap Sheet;Mule-Hide SA�APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick IR Xe,Polystick MTS Plus,Polystick MU-X,Polystick TU Max,Polysticl TU P yr Polystick TU Plus 6.4.1 General: All seal-lap seams(selvage laps)must be firmly rolled with a in ;a accordance with Polyglass requirements to ensure full contact M ' and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Y Pro, align the edge of the top sheet to the end of the glue pattern(the sheet will overlap the fabric). a- j View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 6.4.2 felon-Tile Applications: 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 and Polyglass published requirements. 6.4.3 Tile Applications(excludes HydraGuard Dual Pro,Polystick IR Xe and Polystick MUX): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI April 2012(04-12)and Polyglass published requirements. 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 5.6.1 herein. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus 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 Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set 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 ElastQflex G TU,Efastofiex 56 G or Elastoflx S6 G!=R 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 D6380,Class M)in the Single Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened the 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(0412)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. MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization 1132455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Undetfaymetts;(954)233-1930 Revision 25:10/14/2019 Page 15 of 16 ONEMOjetc. 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 Table 2. 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. 6.6 Poly(lex G or.:Polyfle�c G i:R 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the 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(04- 12)beneath mechanically fastened or adhered the roof systems(Refer to Table 2 for base sheet options). ✓ 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(Refer to Table 2 for base sheet options). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Table 2. 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 Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for file staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRl 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 nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. g MANUFACTURING PLANTS a.. Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. Refer to Sectti�o�ny�4 hereinforproduct&production locations having met codified physical properties specifications. tf? VMY� �UN1N�E Ii r�ITy -: is i q7 i Y ethl .: .x..!... a .._ a. - .. w .. a. e>...0. ✓ ., c .i.w r . i. . ..4. 1.. -. .h UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEW ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32453 6m EDITION(2017)FBC NON-HVHZ EVAWATION FL5259-R29 Polyglass Roof Underlaymerts;(954)233-1230 Revision 25:10/14/2019 Page 16 of 16