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Home My WebLink AboutFosnaugh Permit ApplicationAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMIT APPLICATION FOR: Address: 07 U Legal Description: Permit Number: Building Permit Application Commercial Property Tax ID#: —f? p Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: I Residential L/ N Lot - Ge Block No. _Mechanical —Gas Tank —Gas Piping _Shutters _Windows/Doors — Electric _ Plumbing —Sprinklers _Generator ✓Roof r Pitch Total Sq. Ft of Construction —y 00 Sq. Ft. of First Floor: Cost of Construction: $ ( ';t, q' `g Na Utilities: -Sewer —Septic City: coeh D� Stater Zip Code: 9<- -7 Fax: Phone No. E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Company: Building Height: City:_t ,b,o SF c Stater. Zip Code: Y7 Fax: Phone No i "7Q _SYS -?\JK� E -Mail ke, ru -11 n:Gi y 6-91LIc State or County I_ If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: STATE OF FLORIDA Name: COUNTY OF Address: The forgoming instrunt was a knowledged before me this dayt 20Zvby Address: City: State: City: State: Zip: Phone Personally Known ✓ OR Produced Identification Zip: Phone: Type of Identification FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: FRONT Name: SUPERVISOR Address: VEGETATION Address: MANGROVE City: COUNTER City: REVIEW Zip: Phone: REVIEW Zip: Phone: REVIEW 0WMEK/ LUIV I KALI UK AFFIUVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. ev. Yana G soluf 4m � Fkruga � j ; Comris®im / OG�t2 eom�ate�sr.Iptir+y 'A +per ��s FM�lA.mtl OFw meA■�rur��y Sig a of 9* erl Lessee/Contracto ent for Owner Signature'o ontractor/License Hoi r STATE OF FLORIDA �� COUNTY OF STATE OF FLORIDA COUNTY OF The forgoing Instrument was acknowledged before me thisWidayof � 20,6 by The forgoming instrunt was a knowledged before me this dayt 20Zvby (Name of nerson acknowledging) (Signature of Notary Public- State of Florida) (Name of person acknowledging) (Signature of Notary Public- State of Florida) Personally Known 4� OR Produced Identification Personally Known ✓ OR Produced Identification Type of Identification Type of Identification Produced Produced Commission No. (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. Yana G soluf 4m � Fkruga � j ; Comris®im / OG�t2 eom�ate�sr.Iptir+y 'A +per ��s FM�lA.mtl OFw meA■�rur��y +y'A ,-�/. .1}a QD w. YfM1... •. P.aYiIYK)�X/:YL�-1 _�: r'%' f ��'. sr� � u�a.: -%rs : ,G' �� A r�d•w �h..yaY..E; u�r..! . Michelle Franklin, CFA -- Saint Lucie County Property Appraiser — All rights reserved. Property Identification Site Address: Parcel ID: Account#: Map ID: Use Type: Zoning: City/County: Ownership Jerry L Fosnaugh (LFEST) Patricia 1 Fosnaugh (LFESS``T) Patricia 1 Fosnaugh (TR) 10701 S Ocean Or # 659 Jensen Beach, FL 34957 Legal Description VENTURE OUT -SECTION C- LOT 60 (OR 1290-419:1779-834) Current Values Just/Market Value: $168,700 Assessed Value: $157,318 Exemptions: $50,000 Taxable Value: $107.318 Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt the removal of all exemptions, assessment caps, and special classifications. Taxes for this parcel: SLC Tax Collector's Office Li Download TRIM for this parcel: Download PDF ❑ 10701 S OCEAN DR 659 4511-805-0060-000-0 124454 45/1IG 0200 Hutch Isla Saint Lucie County Total Areas Finished/Under Air (SF): 786 Gross Sketched Area (SF): 786 Land Size (acres): 0.04 Land Size (SF): 1,935 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. ® Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. 416/2020 Florida Building Code Online Professional a r r SCIS Home Log In User Registration Hot Topics Submit Surcharge Suets a Facts Publications Contact Us SCIS site Map Unks Searcn db'pr ®Product Approval USER; Public User Product Aooroval Menu > Product or AoplicaUon Search > 8pallcation LA > Application Ili FL * FL24221 Application Type New Code version 2017 Application Status Approved Comments Archived Product Manufacturer Dynamic Metals Address/Phone/Emall 3201 SE Dominica Terace Stuart, FL 34997 (772)872-8030 juan@dynamicmetal.net Authorized Signature Lara ]esus juan@dynamicmetal.net Technical Representative Address/Phone/Email 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 Pedro De Flgueiredo, P.E. Evaluation Report ASTM 8117 Florida License PE -52609 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Gary Hartman, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfled By Sections from the Code FL24221 RO COI R17-296 CI.pdf Standard Year ASTM 8117 2011 ASTM G155 2005 TAS 100 1995 TAS 125 2003 Florida Licensed Professional Engineer or Architect FL24221 RO Eauiv 8117-11 to-16.pdf https:/fwww.floridabuilding.org/pr/pr app_d0.aspx9pamm=wGEVXQwtDquUsDrhuM3DGM%2bm17wFt13%2fYFSE6n3NwN%2bZFHJB1BchAwe/,3d%3d 1/3 4/6/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 FLY Model, Number or Name Description 24221.1 Dynamic Metals 1" Nallstrip (26 Ga 1" Nailstrip, 26 Ga Galvalume Steel, Non-structural roof panel Steel) Verified By: Pedro De Figuelredo, P.E. 52609 Limits of Use Installation Instructions Approved for use in HVHZ: No FL24221 RO II 17-296.10 DWG.odf Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -131.0 Evaluation Reports Other: Maximum fastener spacing 6' o/c FL24221 RO AE R17-296 10.odf Created by Independent Third Party: Yes 24221.2 Dynamic Metals 1-1/2" Mechanical1-1/2' Mechanical Seam, 0.032" Aluminum, Non-structural roof (Aluminum) panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL24221 RO II 17-296.02 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -198.5 Evaluation Reports Other: -198.5 psf at maximum dip spacing 30-1/2" o/c -179.8 FL24221 RO AE R17-296 2.gdf psf at maximum dip spacing 13" o/c Created by Independent Third Party: Yes 24221.3 I (24 Dynamic ctMet Is 1-1/2" Mechanical structural Mecroohanical Seam, 24 Gauge Galvalume Steel, Non - Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -171.0 Other: Maximum clip spacing 13' o/c Installation Instructions FL24221 RO II 17-296.04 DWG.gdf Verified By: Pedro De Figuelredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE 1117-296 4.gdf Created by Independent Third Party: Yes 4221.4 Dynamic Metals 1-1/2' Mechanical 1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non - (26 Ga Steel) structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296.05 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -221.0 Evaluation Reports Other: Maximum clip spacing 12" o/c FL24221 RO AE R17-296 5.Rgf Created by Independent Third Party: Yes 24221.5 Dynamic Metals 1-1/2" Mechanical 1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof (Copper) I panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL24221 RO II 17-296.06 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A./ -198.5 Evaluation Reports Other: -198.5 psf at maximum clip spacing 12" o/c -153.5 psf FL24221 RO AE R17-296 6.odf at maximum dip spacing 16" o/c Created by Independent Third Party: Yes 24221.6 I Dynamic Metals 1-3/4" Snaplodc I 1-3/4' Snaplork, 0.032' Aluminum, Non-structural roof panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL24221 RO II 17-296.09 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design pressure: +N/A/ -228.5 Evaluation Reports Other: -228.5 psf at maximum dip spacing 9" o/c -168.5 psf FL24221 RO AE R17-296 9.12df at maximum clip spacing 19" o/c Created by Independent Third Party: Yes 24221.7 (Dynamic I Aluminum) Metals 2' Mechanical I pa MI Mechanical Seam, 0.032" Aluminum, Non-structural roof https:liwww.flondabuilding.org/pr/pr app o.aspx7param=wGEVXQwtDquUsDrhuM3DGM%2bml7wFtl3%2fYFSE6n3NwN%2bZFHJBlBchAw%3d%3d 2!3 4/6/2020 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL24221 RO II 17-296 01 DWG vdf Approved for use outside HVHZ: Yes Verified By: Pedro De Flgueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -206.0 Evaluation Reports Other: -206.0 psf at maximum clip spacing 9" o/c -202.3 psf FL24221 RO AE R17-296 1 odf at maximum clip spacing 19" o/c Created by Independent Third Party: Yes 24221.8 Dynamic Metals 2" Mechanical (24 2" Mechanical Seam, 24 Gauge Galvalume Steel, Non-structural Ga Steel) roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO 11 17-296.03 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Flgueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -228.5 Evaluation Reports Other: -228.5 psf at maximum clip spacing 9" o/c -194.8 psf FL24221 RO AE R17-296 3,12d at maximum clip spacing 19" o/c Created by Independent Third Party: Yes 24221.9 Dynamic Metals 5V Crimp (26 Ga 5V Crimp, 26 Gauge Galvalume Steel, Non-structural roof panel Steel) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL24221 RO II 17-296.07 DWG.odf Approved for use outside HVHZ: Yes Verified By: Pedro De Flgueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -243.5 Evaluation Reports Other: -243.5 psf at maximum fastener spacing 8" o/c -142.3 FL24221 RO AE R17-296 7.12df psf at maximum fastener spacin 6" o c Created by Independent Third Party: Yes 24221.10 Dynamic Metals SV Crimp 5V Crimp, 0.032" Aluminum, Non-structural roof panel (Aluminum) Limits of Use Installation Instructions Approved for use In HVHZ: es FL24221 RO II 17-296.08 DWG.gdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party. Yes Design Pressure: +N/A/ -183.5 Evaluation Reports Other: -183.5 psf at maximum fastener spacing 8" o/c -119.8 FL24221 RO AE R17-296 8.12df psf at maximum fastener spacing 16" o/c Created by Independent Third Party: Yes Baan Next Contact Us :: 2601 Blair Stone Roe, Tallahimgne R 32399 Phone: 850487-1824 The Stare of norica Is an AA/EEO employe, S,opyriaht 2007-2013 State of Flprida.:: Priyacy Statement :: Accessibllity Statement :: Refund Statemet Under Florida law, email addresses am 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 Me once by phone or by traditorml mall. If you have any questions, please contact 850.87.1395. 'Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address if they have one. The emells provided may be used For official communication with Me Ilcemsee, Howaver email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made avallable to Me public. To determine If you are a licensee under Chapter 455, F.5., please dick here . Product Approval Acoepta: EE 0 Credit Card Safe https:IAx .floridabuilding.org/pr/pr_app_de.aspx?param=wGEVXOwIDquUsDrhuM3DGM%2bml7wFtl3%2fYFSE6n3NwN%2bZFHJB1BchAw%3d%3d 3/3 7 ml Ll F- W Q tL �S J LL W O J W �I t1 3111/2020 Florida Building Code Online Business & Professional t r SOS Home Log to User Registration Hot Topics Submit Surcharge Stats a Facts Publications ConMM Us a s Site Map Unks Search Product Approval dbpr � USER: Public User pm9uR pvmval Menu > Produa or Apyilcatuon Search > Application Ust> Application eebll FL # FL5259-R29 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Emall 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 PE -59166 Deerfield Beach, FL 33442 UL LLC (888) 410-1375 10/21/2022 us of lasstechnical@polyglass.com Category =Udy,,nt, Subcategory 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 Nieminen Evaluation Report ASTM D226 Florida IJcense PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Dare 10/21/2022 Validated By John W. Knezevich, PE 2011 Validation Checkllst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) rear ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 hftps;//www.floridabuilding.org/pr/pr�_app_Ad.aspx?param= GEVXQwtDgvbSgAaZp3Crk2vSO/oVeq0iipmaCfqJXCANGg3CNQhK30Sgp/o3d%3d 1/2 3/11/2020 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 Method 1 Option D 10/15/2019 10/16/2019 10/20/2019 12/10/2019 FL* Model, Number or Name Daacrlption 5259.1 Polygiass Roof Roofing underlayments Underlayments I Limits of Use Installation Instructions Approved for use in HVHZ: No FI5259 R29 II 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- RJ4 gQ Approved for use outside HVH2t Yes 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- ):1,gg[ underlayment system (over concrete deck) for use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment fors 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. E9aext Contact Us n 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flomia is an AA/EEO employer. Coovr alit 2007-2013 State of Fladda.:: Prlvacv Statement :: AQgstaeilx., Statement :: Refund Statement Under Rome law, email addresses are public records. If you do not want your e -mall address released In response to a public-recortls request, do not send electronic mall to this entity. Instead, contact the one by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant co 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 emads provided may be used for official communication with Ne 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.5., please dirk here . Product Approval Accepts: IT adr—Fil ® Lrat Credit Card Sale httpsJ/www.floridabuilding.org/pr/pr app_d8.aspx7parem=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmaCfgJXCANGg3CNQhK30Sg%3d%3d 2/2 NEMO l etc. Certificate of Authorization #31455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY I EVALUATION REPORT M Polyglass USA, Inc. Evaluation Report P12060.02.09-125 1111 West Newport Center Drive FL5259-R29 Deerfield Beach, FL 33442 (954)233-1230 Date of Issuance: 02/24/2009 Revision 25: 10/14/2019 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 Wit 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 "NEMOJetc. 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 nnn",. -- ' SSLi• ry �/ Robert J.M. Nieminen, P.E. 1e=` Florida Registration No. 59166, Florida DCA ANE1983 [' CERTIFICATION OF INDEPENDENCE: The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/14/2019. This does not serve as an electronically signed document. 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. 02019 NEMO ETC, LLC ONEMO I etc. 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Emitr Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Umitations / Conditions of Use set forth herein. Wind Uplift 2. STANDARDS: 08/13/2001 ERD (TST 6049) Tensile adhesion Section Property Standard Year 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 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: Emitr Examination Reference Date Entity Examination Reference Date ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 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 -R1 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(T5T 6049) ASTM D1970 P5110.D4.07-1 04/11/2007 ERD ITST 6049) ASTM D1970 PLYG-SC30130.06.16-1 06/27/2016 ERD CM 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Tensile adhesion PLYG-SC30130.06.16-2 06/27/2016 ERD (TST 6049) Wind Uplift P30540.11.09 -R3 11/30/2009 ERD (TST 6049) TAS 103 PLYG-SC30130.06.16-3 06/27/2016 ERD TST 6049) Tensile Adhesion P11030.11.09-1 11/30/2009 ERD ITST 6049) ASTM D1970/04798 PLYG-5[8080.07.16 07/16/2016 ERD (TV 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD TST 6049) Wind Uplift PLYG-5[12025.30.16 10/12/2016 ERE) OST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 ERD (TST 6049) TA5103 PLYG-SC33040.12.16 12/27/2016 ERD ITST 6049) ASTM D1970 P3336D.06.10 06/25/2010 ERD (TST 6049) 30/90 physicals PLYG-5C12900.09.17 03/10/2017 ERD OW 6049) TAS 103 P33370.03.11 03/02/2011 ERD (TST 6049) TA5103 PLYG-SC32115.08.17 08/08/2017 ERD (TST 6049) Tensile Adhesion P33370.04.13 04/26/2011 ERD (TST 6049) TAS 103 PLYG-SC33035.08.17 10/31/2017 ERD (TST 6049) ASTM D1970 P37300.10.11 10/19/2011 FM (TST 1867) Wind Uplift 3004091 01/12/2000 ERD(M6049) TAS 103 P40390.08.12-1 08/06/2012 ICC-ES(EVL 2396) IBC Compliance ESR -1697 04/01/2019 ERD (TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 M-D(CER 1592) HVHZ Compliance NOA 17-0614.22 07/06/2017 ERD (M 6049) Tensile Adhesion 611420.09.12-3 09/11/2012 MTI(TST 2508) ASTM 04798 1x20H7A 04/01/2008 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO ITST 6049) ASTM D1970 4-PLYG-18-004.03.18 03/29/2018 ERD (TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO (TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 01/11/2019 ERD (TST 6049) Wind Uplift P1738.02.07 -R2 04/29/2013 NEMO (TST 6049) ASTM 06163 45-PLYG-18-002.01.19-A 01/24/2019 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2033 NEMO (TST 6049) ASTM D6222 45-PLYG-18-002.05.19-C 05/20/2019 ERD (TST 6049) ASTM D6164 P37590.03.13 -3A 05/06/2013 NEMO (TST 6049) TAS 103 4S-PLYG-18-004.10.19-G 10/08/2019 ERD (TST 6049) ASTM 06509 P37590.03.13 -1-R1 06/26/2013 NEMO (TST 6049) TA5103 4S-PLYG-18-004.10.194 10/08/2019 ERD ITST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO ITST 6049) TA5103 45-PLYG-18-004.10.19-L 10/09/2019 ERD (TST 6049) ASrM D4601 P45940.09.13 09/04/2013 NEMO ITST 6049) TAS 103 41-PLYG-I9-SSUDL-01A 10/10/2019 ERD (TST 6049) Wind Uplift P11752.05.03 -RI 11/26/2013 PRIDST 5878) Tensile Adhesion PRI01111 04/08/2002 ERD ITST 6049) Wind Uplift P11781.11.03.R3 11/26/2013 PRI (TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD (TV 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI (TST 5878) TAS 103 PUSA-035-02-W 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 6020.09.143 09/08/2014 PRI (TST 5878) ASTM 06222 PUSA-061-02-02 01/28/2008 ERD (M 6049) Tensile adhesion P46520.10.14 10/03/2014 PRI (TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD (M 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 Polyglass USA P/LAfBdavft Mule -Hide Cross Ug 03/01/2008 NEMO ETC, U.C. Evaluation Report P12060.02.09 -R25 Certflfl t ofAuthonzohon 432455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5259.R29 Pohfglass Roof Underlaymems; (954) 233-1230 Revision 25:10/14/2019 Page 2 of 16 Entity Examination ERD (T5T 6049) TAS 103 C 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 Reference Date Entity PLYG-SC7550.03.15 03/24/2015 Polyglass USA UL(OUA9625) ONEMO etc. Examination Reference Date Materials Affidavit Polystick Compound 08/18/2011 Quallty Control Service Confirmation D9/13/2018 PRODUCE DESCRIPTION: Product Specification Plant(s) Description Elastobase ASTM D6163 FL Fiberglass -reinforced, SBS modified bitumen base sheet Elastobase P ASTM D6164 FL Polyester -reinforced, SBS modified bitumen base sheet 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 Elastoflex S6 G ASTM D6164 FL Polyester -reinforced, SBS modified bitumen cap sheet FRSA/TRI April 2012 Elastoflex S6 G FR ASTM D6164 FL Polyester -reinforced, SBS modified bitumen cap sheet FRSA/TRI April 2012 Mule -Hide SA -APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI April 2012 HydraGuard Dual Pro ASTM D1970 FL Nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface 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 Mule -Hide SA -APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet (FR) FRSA/TRI April 2012 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 (0412) beneath mechanically fastened or adhered tile roof systems Polyflex G FR 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 (0412) beneath mechanically fastened tile roof systems Polyflex SA P ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI April 2012 Polyflex SA P FR ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRIApril 2012 Polyglass Base ASTM D6509 FL Fiberglass -reinforced, APP modified bitumen base sheet Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass -reinforced, asphaltic base sheet Polystick IR -Xe ASTM D1970 FL, PA Nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface 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 NEW ETC, U.C. Evaluation Report P32060.02.09 -R25 Certificate of Authorization #32455 6- EDITION (2017) FBC NON•HVHZ EVALUATION FL5Z59-R29 Polyglass Roof Undetiayments; (954) Z33-1230 Revision 25:10/14/2019 Page 3 of 16 NNEMo etc. 4. PRODUCT DESCRIPTION: Product Specification Plant(S) Description 4.18 Polystick MU -X ASTM D1970 FL, NV, PA Nominal 54 -mil thick dual -layer rubberized asphalt Wood Shakes (See Section 5.8) Asphalt Shingles waterproofing membrane, fiberglass reinforced, with a Foam -On Tile Metal & Shingles Slate polypropylene film surface 19 Polystick TU Max ASTM D1970 FL, PA, TX Nominal 60 -mil thick rubberized asphalt waterproofing Yes TAS 103 (Base Sheetln2-plysytm) membrane with a 190 g/m2 polyester fabric surface FRSA/TRI April 2012 Elastobase P Yes 4.20 Polystick TU P TAS 103 TX Nominal 130 -mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 (Base Sheeting-0ywaem) membrane, glass-fiber/polyester reinforced, with a Polyglass Base No granular surface 4.21 Polystick TU Plus ASTM D1970 FL, PA Nominal 80 -mil thick rubberized asphalt waterproofing (Base Sheet In 2ply system) TAS 103 membrane, glass fiber reinforced, with a polyester fabric Polyglass G2 Base FRSA/TRI April 2012 Yes (Bate Sheet in 2 -Pty system) surface No S. UMIFATIONS: 5.1 This is a building code evaluation. Neither NEMO I etc. 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. 5.5 Allowable Roof Covers: NEMO ETC, LLC. Evaluation Report P12060.02.09 -R25 CerNJloate ofAuthorization #32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION FLS2S9-R29 Potyglass Roof Underlaynnents; (954) 233.1230 Revision 25:10/14/2019 Page 4 of 16 TABLE 1: ROOF COVER OPTIONS Wood Shakes Undedwynnent Asphalt Shingles Noll -On Tile Foam -On Tile Metal & Shingles Slate Elastobase Yes Yes Yes Yes Yes Yes (Base Sheetln2-plysytm) IBase Sheetln2-91ysysteml Elastobase P Yes Yes Yes Yes Yes Yes (Basesheetln2Tlysystem) (Base Sheeting-0ywaem) Polyglass Base No Yes Yes No No No (Base Sheet In 2ply system) IBase Sheetin2plysystem) Polyglass G2 Base No Yes (Bate Sheet in 2 -Pty system) Yes (Basesheetln2-Ply5y5tem) No No No Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex 56G Yes Yes Yes (See5.5.1) 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 5.5.1) No Yes Yes Sheet(FRI Polyflex G Yes Yes Yes (See SS.1) No Yes Yes Polyflex G FR Yes Yes No NoYes Yes Polyflex SA P Yes Yes Yes (Sea 5.5.1) No Yes Yes Polyflex SA P FR Yes Yes Yes (See 5.5.1) No Yes Yes Polystick IR -Xe Yes No No No Yes Ves NEMO ETC, LLC. Evaluation Report P12060.02.09 -R25 CerNJloate ofAuthorization #32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION FLS2S9-R29 Potyglass Roof Underlaynnents; (954) 233.1230 Revision 25:10/14/2019 Page 4 of 16 ra ONEMOjetc. 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE JA: ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS' TABLE 1: ROOF COVER OPTIONS Substrates (designed to meet Wind loads for project) Adhesive Approval Undedayment Asphalt Shingles Nail -On Tile Foam -On Tile Mew Wood Shakes &Shingles Slate Polystick MTS Plus Yes Yes No Yes Yes Yes Polystick MU -X Yes No No Yes Yes Yes olystick TU Max No Yes Yes (See 55.1) Yes No No Polysdck TU P No Yes Yes (See 5.5.1) No No No Dnl.,no-4 n I DI..s Yes Yes Yes (See 5.5.11 Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE JA: ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS' Florida Product Substrates (designed to meet Wind loads for project) Adhesive Approval Underlaymems DAP Foam Touch'n Seal StormBond FL14506 Polystick TU Max or Polystick TU Plus Roof Tile Adhesive Plywood, OSB, Southern Yellow Pine or Huber HydraGuard Dual Pro, HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Dow TileBond'" FL22525 Polystick TU Plus HydraGuard Tile Pro, Elastoflex G TU, Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA -APP ICP Adhesives Polysete AH -160 FL6332 Cap Sheet, Mule -Hide SA -APP Cap Sheet (FR), Polyflex G, Polyflex SA P, self- Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus ASTM C1289 Type II Class 1 polyisocyanurate, ASTM Mule -Hide SA -APP Cap 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, Sheet, Mule -Hide SA -APP Polystick TU Max, Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates (designed to meet Wind loads for project) Type Primer Materials) Underlayment Application Plywood, OSB, Southern Yellow Pine or Huber HydraGuard Dual Pro, Deck / (Optional) ASTM D41 Engineered Woods "ZIP System" Panels HydraGuard Tile Pro, sheathing ASTM D41 structural concrete Polystick (all variations), self- ASTM C1289 Type II Class 1 polyisocyanurate, ASTM Mule -Hide SA -APP Cap adhering Insulation (Optional) ASTM D41 C1289 Type V polyisocyanuratetomposite, DensDeck Sheet, Mule -Hide SA -APP or WB -3000 Prime or SECUROCK Gypsum -Fiber Roof Board Cap Sheet (FR), Polyflex BaseASTM N /A D226 felt, Elastobase, Elastobase P or Mule -Hide SA P or Polyflex SA P FR Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU, Elastoflex (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board hot asphaltInsulation Base ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide Nail S6 G or Elastoflex S6 G FR Sheet N/A Base or Polyglass G2 Base Deck ASTM D41 structural concrete torch- Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board Polyflex G or Polyflex G FR applied Base Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass Sheet N/A G2 Base or Polyglass Base I Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, U.C. Evaluation Report P12060.02.09-1125 Certlicate ofauthorizadDn X32455 a EDITION (2017) FBC NON-HVHZ EVALUATION FLS259-R29 Polyglass Roof Underiayments: (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 (04-12) and are used in foam -on or mortar -set 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/TRI April 2012 (0412), Appendix A, Table 1A 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. flinch 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 osf: 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: P6100 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 19" 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 1Y." ring shank nails through 32 ga., 1-5/8' diameter tin caps spaced 12 -inch o.c. #5 Maximum Design Pressure =-13S osf: 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. 4 -Inch 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, U.C. Evaluation Report P12060.02.09 -R25 CeniftWe ofAuthonzotion 932455 6^ EDITION (2017) FBC NON-HVH2 EVALUATION FL5259.R29 Polyglass Roof Underlayments; (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 -flim 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 Pius, self -adhered. Underlayment: Mule -Hide SA -APP Cap Sheet, Mule -Hide SA -APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Potystick 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 D.C. at the 3 -inch wide side laps and 6 -inch D.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 psi 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 D.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 psi: 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design Pressure =-0.0p : 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 D.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, LLC. Evaluation Report P12060.02.09 -R25 Cerdfcote ofAuthanzatlon#32455 6- EDITION (2017) FBC NON.HVHZ EVALUATION FL5259-R29 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, OSS 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" diametertin caps Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 5 -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 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 Desian 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 Desian 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 5 -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: B -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 rap 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. NEMO ETC, LLC. Evaluation Report P12060.02.09-1125 Certifkate ofAuthorlwdon#32055 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 8 of 16 ONEMOletc. #22 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 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 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 56 G, applied in full mopping of hot asphalt. #24 Maximum Design Pressure= -60.0 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 56 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.cat 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 56 G, applied In full mopping of hot asphalt. NEMO ETC, U.C. Evaluation Report P12060.02.09 -R25 Certificate ofAuthorizatbn#32455 6tH EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 9 of 16 ONEMICIletc. #28 Maximum Design Pressure = -67.5 osf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, O58 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. Underlayment: Polyflex G, torch -applied. #29 Maximum Design Pressure = -75 osf: 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: 10 -inch o.c. at the 4 -inch wide side laps and 1D -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 =-90P : 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #31 Maximum Design Pressure= -90 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 rap or poly -flim 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 osf: 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 osf: 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 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. #34 Maximum Design Pressure= -90.0 osf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, O58 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. NEMO ETC, LLC. Evaluation Report P32060.02.09•1125 Ceni icate of AurhonzoVon#32455 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-1129 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 10 of 16 ONEMOletc. #35 Maximum Design Pressure =-90.0 nsf: 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 D.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 osf: 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 osf: 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 3/8Anch 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 PolystickTU Plus, self -adhered. #38 Maximum Design Pressure =-97.5 DSf: 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 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. 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, Poiystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #39 Maximum Design Pressure =-97.5 osf 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 D.C. at four (4) equally spaced staggered center rows. Underlayment: Polyflex G, torch -applied. #41 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 MARX 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 Certii lane OfAUthontetlon #31455 6- EDITION (1017) FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Undedaymems; (954) 233.1230 Revision 25:10/14/2019 Page 11 of 16 ONEMOJetc. #42 Maximum Design Pressure= -305.005f: 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 44nch 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 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: 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. #44 Maximum Design Pressure =-1O5.00sf: 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: 64nch 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 0sf: 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 flinch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Primer: PGSDO 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 =-120P : 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 rap) 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 56 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, U.C. Evaluation Report P12060.02.09 -R25 CertiJkote of Authonzatim#32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 22 of 16 ONEW10letc. #48 Maximum Design Pressure = -127.5 osf: 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: 9-4nch o.c. at the 4 -inch wide side laps and 9 -inch o.c. at four (4) equally spaced staggered center rows. Primer: PG3o0 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 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 3A. 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 WDl, 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: TAME 3: EXPOSURE LiMmATIONs Underlayment Maximum Exposure (days) 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 Rase 30 180 (for adhesive -set tile) Elastoflex 56 G, Elastoflex S6 G FR, Mule -Hide SA -APP Cap Sheet, Mule -Hide SA -APP Cap Sheet UNLIMITED (FR), Polyflex G, Polyflex G FR, Polyflex SA P or Polyflex SA P FR (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. NEW ETC, I.I.C. Evaluation Report P12060.02.09 -R25 Certijjcote o/ Authorization #32455 6T" EDITION 12017) FSC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019 Page 13 of 16 ONEMOletc. 5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These clnne Iin,irarinnc ran nniv he exceeded by using battens during loading of the roof tiles. 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). 6.3 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 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 (0412). Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSA/TRI April 2012 (0412) Installation Manual. NEMO ETC, LLC. Evaluation Report P32060.02.09 -R25 Certificate of Authorization X32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS259.R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 14 of 16 TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile staging Method Maximum Slope Flat 10 -tile stack 7:12 Elastoflex G TU Lugged 9 -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 Flat 6 -tile stack (4 over 2) 5:12 Polystick MTS Pius 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 Flat 6 -tile stack 14 over 2) 6:12 Polystick TU P Lugged I 6 -tile stack (4 over 2) 4:12 Flat or Luggedgg 6-tile stack (4 over 2) 7:12 Polystick TU Plus Flat or Lued 30 -tile stack 6:12 6. INSTAllAT10N: 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). 6.3 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 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 (0412). Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSA/TRI April 2012 (0412) Installation Manual. NEMO ETC, LLC. Evaluation Report P32060.02.09 -R25 Certificate of Authorization X32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS259.R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25:10/14/2019 Page 14 of 16 ONEMOletc. 6.4 HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide 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, Polystick TU P or Polystick TU Plus: 6.4.1 All seal -lap seams (selvage laps) must be firmly rolled with a in accordance with Polyglass requirements to ensure full contact and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Mew of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 6.4.2 Non -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, PoNstick IR -Xe and Polystick MU -X): Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI April 2012 (0412) and Polyglass published requirements. For mechanically fastened tile roofing over 2 -ply system, consisting of Base Sheet and self -adhering tap 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 Underlavment 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. Umits 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 I Elastoflex G TU, Elastoflex S5 G or Elastoflex S6 G FR: 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 (0412) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" In the "Two Ply System" from FRSA/TRI April 2012 (0412) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Rooflng" (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 Pty 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. NEW ETC, LLC. Evaluation Report P12060.02.09-1125 Certificate ofAumoriamion#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (9541233-1230 Revision 25:10/14/2019 Page 15 of 16 (04 NEMO I etc. 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 hat asphalt with asphalt extending approximately 3/8 -Inch beyond the lap edge. 6.6 Polyflex G or 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 (04- 12) beneath mechanically fastened or adhered tile 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 (04-12) 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 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 nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: I As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 OA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. 9. QUALRY ASSURANCE EMM: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEW ETC, LLC. Evaluation Report P12060.02.09 -R25 Cert�rtote of Authorization #31455 6-H EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlaynnents; (954) 233-1230 Revision 25: 10/14/2019 Page 16 of 16