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Home My WebLink AboutHernandez Permit App.pdfAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 06/24/2020 T. UCIE O • -T'Y t...O�IRylll�t�$ Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Residential xx PERMIT APPLICATION FOR:REROOF SHINGLE TO SHINGLE PROPOSED IMPROVEMENT LOCATION: Address: 10851 S Ocean Dr 129 Property Tax ID #: 4511-810-0136-000-0 Site Plan Name: Project Name: Hernandez Residence DETAILED DESCRIPTION OF WORK: Lot No. Block No. Remove current Shingle roof system, Repair/repair deck to code, install underlayment, install new shingle system New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit —check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters —Windows/Doors _Pond _ Electric _ Plumbing _ Sprinklers _ Generator _ Roof Pitch Total Sq. Ft of Construction: 1000 Cost of Construction: $ 5,950 Sq. Ft. of First Floor: Utilities: _Sewer _Septic Building Height:12 OWNER/LESSEE: CONTRACTOR: Name Marta Hernandez Name:Joseph Kolinoski Address:11582 60th N Company: Onshore Roofing City: West Palm Beach State: _ Zip Code: 33411 Fax: Phone No. Address:4401 SE Commerce Ave City: Stuart State: FL Zip Code: 34997 Fax: Phone N0772-283-1505 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail info@onshoreroofing.com State or County LicenseCCC1328994 If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. If value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable -MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: ate: Zip: Phone Zip: Phone: FEE SIMPLE TITLE i ER: _ Not Applicable BONDING COMP Nf. _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Phone: OWNER/ CONTRACTOR AFFIDVIT: 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 the permit 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 paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County 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 our Notice of Commencement. ev. Signature of O er/ Lesse /Con for as gent for Owner Signature of gn_tractor/L tens older STATE OF FLORIQ�1� STATE OF FLORI A COUNTY OF � . COUNTY OF � • L_ICJ1Q Sworn to (or affirmed) and subscribed before me of Sworn o (or affirmed) and subscribed before me of LPl'iysical Presence or Online Notarization _ Ph sical Presence or Online Notarization this day of�l]I��L. ,2020 by this�day.2020 by _� osec�n �\ vn 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 Ernesto B Hernandez Marta R Hernandez 11582 60th St N West Palm Beach, FL 33411 Legal Description WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO I UNIT 129 AND PRO-RATA SHARE IN COMMON ELEMENTS (OR 3737-1850) Current Values Just(Market Value: $99,000 Assessed Value: $90,750 Exemptions: $o Taxable Value: $90,750 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 Collectors Office L. Download TRIM for this parcel: Download PDF 0 View: Building Type: MHH Grade: PKMB Story Height: 1 Story Bedrooms: 0 Full Baths: 0 Half Baths: 0 A/C %: 100% 10851 S OCEAN DR 129 4511-810-0136-000-0 124703 45/11H 0200 Hutch Isla Saint Lucie County Total Areas Finished/Under Air (SF): 424 Gross Sketched Area (SF): 804 Land Size (acres): 0.06 Land Size (SF): 2,599 Building Information (1 of 1) Finished Area: 424 SF Gross Sketched Area: 804 SF Exterior Data Roof Cover: Roof Structure: Year Built: 1988 Frame: Effective Year: 1990 Primary Wall: No. Units: t Secondary Wall: Interior Data Electric: Primary Int Wall: Heat Type: FrcdHotAir Avg Hgt/Floor: 0 Heat Fuel: ELEC Primary Floors: Heated %: 100% Sprinkled %: N/A% Special Features and Yard Items Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Building: $13,500 Land: $85,500 Just/Market: $99,000 Ag Credit: $0 Save Our Homes or $8.250 10% Cap: Assessed: $90,750 Exemption(s): so Taxable: $90,750 Current Year Special Assessment Breakdown This does not necessarily represent the total Special Assessements that could be charged against this property. The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office D. Permits Number: 0197047 Issue Date: Mar 1, 1983 Description: RP Tag for Mobile Home Amount: s0 Fee: $0 Number: C48586 Issue Date: Feb 1, 1989 Description: Screen Room Amount: $6,900 Fee: $6,900 Number: 0254477 Issue Date: Feb 1, 1990 Description: RP Tag for Mobile Home Amount: $0 Fee: $0 Number: C 1605-0189 Issue Date: May 10, 2016 Description: Electric Amount: $0 Fee: $o Notice: This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County 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. 6/25/2020IIiiII Florida Building Code Online -04 1\j 805 Home Log in User Registration Hot Tapia Submit surcharge State a Facts Publications Contact Us 5CIS Slte Mao Links Search dbpr a 4 Product Approval USER: Public User ProQyrtARoroval Menu > Product or All Search > Ayobcation Llst > Application Detail FL # FL10674-RIS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscoming.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sancmnt@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 J.M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 Year 2015 2016 2010 2011 Sections from the Code hftps://www.floridabuilding.org/prlpr_app_ d.aspx?param=wGEVXQwtDgtBNbEY5V%2boQTa/o2b6w7ahReglCQ8ucR6ixEDL76gG32Q9MA%3da/o3d 1/2 6/25/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/15/2019 Date Validated 08/15/2019 Date Pending FBC Approval 08/21/2019 Date Approved 10/15/2019 Summary of Products FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Shingles and Starters Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R15 II 2019 08 FINAL ER OC ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL10674-R15,Ddf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER OC ASPHALT SHINGLES FL10674-R15.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QMjight 2007-2013 State of Florida.:: Privaly Statement :: Accessibility Statement :: Refund Statem Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: Credit Card Safe hftps://www.floridabuilding.org/pr/pr�_app dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEDL76gG32Q9MA%3d%3d 2/2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R10 One Owens Corning Parkway FL10674-1115 Toledo, OH 43659 (740)404-7829 Date of Issuance:02/06/2012 Revision 10: 08/15/2019 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 611, Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until 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). NEMO I etc. 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 10 Prepared by: •a _ _ca Robert J.M. Nieminen, P.E. -`,ra The facsimile seal appearing wasauthorized byRobert Nieminen, P.E.on 08/15/2019. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 fir: r�+..;i,a. electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. 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. S. This is a building code evaluation. Neither NEMOI 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. 02018, NEMO ETC, LLC �NNEIVIO I etc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6"' Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, 1(905.2.6.1 Wind Resistance ASTM D7158 2011 i• Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI (TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various PRI (QUA9110) Quality Control Service Confirmation 04/05/2020 4.1 ACCESSORY STARTERS: 4.1.1 Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 Starter Shingle Roll is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 7.2-inch wide x 33-ft 4-inch long roll, for use with asphalt shingles. Meets ASTM D1970. 4.2 ASPHALT SHINGLES: 4.2.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. Meets ASTM D3462. 4.2.2 Berkshire' are fiberglass reinforced, 4-tab asphalt roof shingles. Meets ASTM D3462. 4.2.3 Duration', TruDefinition' Duration', Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefiinition Oakridge , Oakridge' and WeatherGuard* HP are fiberglass reinforced, laminated asphalt roof shingles. Meets ASTM D3462. 4.3 HIP& RIDGE SHINGLES: 4.3.1 Berkshire' Hip & Ridge Shingles with Sealant, DuraRidge® Hip & Ridge Shingles with Sealant, ProEdge6 Hip & Ridge Shingles and WeatherGuard' HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Meets ASTM D3462. NEMO ETC, LLC Evaluation Report 037940.02.12-R30 certificate of Authonratlan#32455 6r" EDITION(2017) FBC NON-HVHZ EVALUATION FL10674-R35 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 2 of 10 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 FBC HVHZ jurisdictions. 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 Wind Classification: 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating acceptable use in all wind zones UP to Va,d =150 mph (Vast= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating acceptable use in all wind zones up to Va,d = 150 mph (Vast = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SIRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Figure 1: Minimum Nailing, Starter Strip Figure 2: Minimum Nailing, Starter Strip Plus NEMO ETC, LLC Evaluation Report 037940.02.12-1110 Certificate ofAuthonzation #32455 67a EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1135 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 3 of 10 ONEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Drip edge �- Starter Shingle Roll adhered directly to undedayment and primed drip edge NO�Selfhesive positioned along eaves Figure 3: Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire shingles require minimum five (5) nails per shingle. ➢ WeatherGuard' HP shingles require minimum six (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Classics & Supreme: Normal Wind Areas Area Para vientos normales S'Exposure Exposrai6n Mansard or Area pare High Wind desvenes y Areas vientos fuertes Figure 4: Minimum Nailing, Classic & Supreme (Standard Size) Normal Mansard or Area par. Wind Areas High Wind desvanes y Area pars vientos normalen Areas vientos fuertos y' (Al 2 t' Ft' z' (BI r r- 1r21 B 5/8' Exposure Expaslei6n Figure 5: Minimum Nailing, Classic & Supreme (Metric Size) NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization a32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 10: 08/25/2019 Page 4 of 10 6.3.1.2 Berkshire®: Figure 6: 5-Nail Pattern, Berkshire NNEMOjetc. Figure 7: 6-Nail Pattern, Berkshire Sealam strip La ha de sslladw 8 Yt' B 4i' 8 Yi' 8 Yt' t t., r - 24sphatl roolingcemenl Cemento do feahode aAatra Figure 8: Mansard or Steep Slope Pattern, Berkshire NEMO ETC, LLC Certificate of Authorization #32455 V" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report O37940.02.12-R10 FL10674-R15 Revision 10: 08/15/2019 Page 5 of 10 �NNEMO etc. 6.3.1.3 Duration®. TruDefinition® Duration, Duration® Premium Cool & TruDefinition' Duration` Designer Color Collection: Figure 9: Standard 4-Nail Pattern, Duration 6-Nall Fastening Pattern SweNIUM fa5tenittg area Width Nall, Typical 12.E Figure 10: 6-Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 SareNallO fastening area wl4ih Nall, Typical 1" 12" 12" 1" ��.c«n us.,w�- -• • a•,�iw..n •a..c�a.sai.wa 6.118. 55R" —T2" Four t" Spots of Asphalt Roo0ng Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC Evaluation Report 037940.02.12-R30 Certificate OfAuthonzotion N32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R35 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 6 of 20 �NNEMO I etc. 6.3.1.4 TruDefinition'Oakridgee.Oakridgee: 4 Nail Pattern Esquema con 4 cfavos 5518"Ex' Pasare Nails 55 (m Exprxi41an d466/Bpu14 Clay" Exposiucn d6adede 65/6pdg. Figure 12: Standard 4-Nail Pattern, Oakridge 6 Nail Pattern Esquema con 6 clavos 1• r li ff —al IT It k 55f8"Exposure Cfav�u 5518"Exposure Exposici6n de 65/8Wg ExposWrt de 5 Wpufg. Figure 13: 6-Nail Pattern, Oakridge Fastening for Slopes Greater Than 21:12 SunNeIW Ieebning.'.. W dlh Nell,iyplul 4-0AELD �r Fowl• 3" aAeplwl Rwnea amen Figure 14: Mansard or Steep -Slope Pattern, Oakridge NEMO ETC, LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization e324SS 6]N EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R75 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 7 of 10 6.3.1.5 WeatherGuard® HP: 48', Erpras 9rosedn de 5 58 pulp 558' art fipotici(o de5 �'w5 Figure IS: 6-Nail Pattern, WeatherGuard HP 6 Nail Pattern Esraema con 6 clavos Nall 118" from bottom of shingle 5 5f8" Espowre 6 Fasteners pave 6 dpohs. die Is arte inn feriforor de Is t a Expositors de 5 516 dohs. su etadores 1 Four 1" Spots of Asphalt Roof Cement Cuatro pmfDs de cemetto de terho de asfafto de 1 pu/gada Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP ONEMO I etc. 6.4 HIP & RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ➢ Berkshire' Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require minimum two (2) nails per shingle. ➢ WeatherGuard' HP Hip and Ridge Shingles and Pro Edge® Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. NEMO ETC, LLC Certificate ofAuthonration N32455 e EDITION (2017) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 FL10674-RlS Revision 10: 08/15/2019 Page 8 of 10 6.4.1.1 Berkshire® Hip & Ridge with Sealant and DuraRidgee Hip & Ridge Shingles with Sealant: Fig. A Prevailing Wind Direction E— Direccion del viento predominante Nails �o Clavos I I u I I s I I I I I I I I I I I A I I ItB�EWaaIN� A Figure 17: Isometric View, Berkshire and Dumitidge 6.4.1.2 WeatherGuard® HP Hip & Ridge Shingles: Fig. A 4 4 Prevailing wbtl 4— 011stbn p A Nalk A p t I 1 I I I 1 I 1 I I I A I I I I EYpmum Figure 19: Isometric View, WeatherGuard HP Hip & Ridge Fig. B Top view Vista superior Nail Claw E Owens Coming SrveNai' Gig Figure 18: Plan View, Berkshire and DuraRidge Fig. C Hip & Ridge Shingle Fastening Top Vbw -T WHO 7' 2" r r ft 5• E.P-- I 12 I Figure 20: Plan View, WeatherGuard HP Hip & Ridge NEMO ETC, LLC Certificate ofAuthonzanon x32455 6" EDITION (2027) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-11I0 fL10674-R1s Revision 10: 08/35/2019 Page 9 of 10 6.4.1.3 ProEdge° Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip 6' Exposure Fasten 711i Cover Exposed Fasteners with Roof Cement Figure 21: Isometric View, ProEdge *NEMO etc. Standard-11•� Fastening Pattern "» .I W Sealant 7 h' Ii 6' Exposure I` 1 —12' ' Figure 22: Plan View, ProEdge 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. As required by the Building Official or Authority Having Jurisdiction in order to properly of this product. Contact the named CIA entity for information on which plants CIA requirements. PRI Construction Materials Technologies, LLC— QUA9110; 813 621-5777; - END OF EVALUATION REPORT - covered by Florida Rule 61G20-3 NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Ceatficote OfAuthoriaotion 432455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R75 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 10 of 10 6/18/2020 Florida Building Code Online BCIS Nome Log In User Registraten Hot Tops submit surcharge Stets a Facts Pubheations Contact Us SCiS Sre Mao Links Search dbpr 4PApproval USER:ER: Public User pfypgTApnhoml Menu > Pmdna or A,I,cahon Search > Appplmdhen Lnt > Application Detail FL - FL5259-1119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 uspolygiasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email I I11 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410.1375 uspolyglasstechniol@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/21/2022 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 hftps:llw .floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg0tipmaCfgJXCANGg3CNQhK30Sg%3dh3d 112 6/18/2020 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 Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system (over concrete deck) for use under foam -on tile systems (where the 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. Installation Instructions FL5259 R 9 If 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL 2 9 U&PSY Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5259 R29 AE 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R29,P.-f Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer CowrWht 2007-2013 State of Florida.:: Privacy Statement :: Acreszibl0[v Stammen0 :: Reland Statemen Under Florida law, email addresses are public records. If you do not want your email 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 650.487,1395. -Pursuant to Section 455.27s(11. Honda Statutes, effective Octoom 1, 2012, licensees licensed under Chapter 455, F.S. must provide We Department with an email address If they bay. one. Mr. whole provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide We Department with an email address which can bat made available to the public. To determine if you are a licensee under Chapter 455, ft5., please chick h=. Product Approval Accepts: M U PiR El M Credit Card Safe https:/lwww.0widabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXCNADgvbSgAaZp3Crk2vS%2feg01ipmaCfqJXCANGg3CNGhK3OSg%3d%3d 212 NEMO I etc. Certificate o)Al,thoriwrion #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY :)N RFDOE 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 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the 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). NEMO(etc. 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 "NEMO(etc. 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: Pt�MT . s_ ; _ Robert J.M. Nieminen P.E. r••= • ^ Florida Re[J15frOLIOO NO. 59166, Florida DCAANEJ983 The facsimile seal appearing was authoneed by Robert Nieminen. P.E on 10/14/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: I. NEMO Ietc. 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. NEMOIetc. 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. S. This is a building code evaluation. Neither NEMO Ietc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02019 NEMO ETC, LLC NNEMO I etc. 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. L. STANDARDS: Section Pro a 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: Ealiltit Examination Reference Date Entity Examination Reference Date ERD ITST 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 P44360.30.14-R1 05/18/2015 ERD (TST 60491 Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16.1 05/17/2016 ERD (TST 6049) ASTM D1970 1`511044.07-I 04/11/20D7 ERD (T5T6049) ASTM D1970 PLYG-SC30130.06.16-1 06/27/2016 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2D08 ERD (TST 6049) Tensile adhesion PLYG-SCIO130.06.16-2 06/27/2016 ERD(TST 6049) Wind Uplift P30540.I1.09-11I 11/30/2009 ERO(TST 6049) TAS103 PLYG-SCIO130.06.16.3 06/27/2016 ERD(TSr 60491 Tensile Adhesion PII030.11.09.1 11/30/2009 ERD ITST 6049) ASTM 03970/D4798 PLYG-SC8080.07.16 07/16/2016 ERD (TST 60491 Wind Uplift P31030.11.09 2 11/30/2009 ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD (TST 6049) ASTM D4977 PI1030.11.09.3 11/30/2009 ERD(TST 6049) TA5103 PLYG-SC13040.12.16 12/27/2016 ERD (TST 6049) ASTM D1970 P33360.06.10 06/25/2030 ERD (TST 6049) 30190 physicals PLYG-SC31900.03.17 03/10/2017 ERD (TST 6049) TAS103 P33370.03.11 03/02/2021 ERO(T5T 6049) TA5103 PLYG.SC12115.08.17 08/08/2017 ERD (TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD (TST 6049) TA5103 PLYG-SC13035.08.17 10/31/2017 ERD (TST 6049) ASTM D1970 P37300.10.11 10/19/2011 FM (TST 1867) Wind Uplift 3004091 O1/12/2000 ERD (TST 6049) TAS103 P40390.08.12.1 08/06/2012 ICC-ES(EVL 2396) IBC Compliance ESR-1697 04/01/2019 ERD (TST 60491 Tensile Adhesion P40390.08.12.2 08/07/2012 M-O ICER 1592) HVHZ Compliance NOA 17-0614.22 07/G6/2017 ERD (TST 6049) Tensile Adhesion C41420.09.123 09/11/2012 MT] (TST 2508) ASTM D4798 1%2OH7A 04/01/2008 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO (TST 6049) ASTM D1970 4-PLYG.IB-004.03.18 03/29/2018 ERD(TST 6049) ASTM 01970 P45370.G4.13 04/26/2013 NEMO (TST 6049) Wind Uplift 4L-PLYG-18-G03.01.19 01/11/2019 ERD (TST 6049) Wind Uplift P3738.02.07-112 04/29/2013 NEMO(TST 6049) ASTM D6163 45-PLYG-18.002.01.19-A 01/24/2019 ERD (TST 60491 Wind Uplift 11757.04.01.1-RI 04/30/2013 NEMO(TST 60491 ASTM D6222 4S-PLYG-I8.002.05.19-C 05/20/2019 ERD (TST 60491 ASTM D6164 P37590.03.133A 05/06/2013 NEMO (TST 6049) TAS103 45-PLYG-184R14.10.194 10/08/2019 ERO(TST 6049) ASTM D6SO9 P37590.03.13-1-R3 06/26/2013 NEMO ITST 60491 TAS203 4SPLYG.18.004.10.19-1 10/08/2019 ERO (TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO (TST 60491 TAS103 45-PLYG-18-004.10. 19-L 10/09/2019 ERO(TST 6049) ASTM 04601 P45940.09.13 09/04/2013 NEMO (TST 60491 TA5103 4j-PLYG49-SSUDL-01.A 10/10/2019 E RD(T5T 6049) Wind Uplift P31751.05.03-RI 11/26/2013 PRI(TST 5878) Tensile Adhesion PRIO1111 04/08/2002 ERD (TST 60491 Wind Uplift P31781.11.03-R1 12/26/2013 PRI(TST 5878) TAS103 PUSA-018-02-01 07/14/2003 ERD (TST 60491 30/90 physicals P45270.05.14 05/12/2014 PRI(TST 5878) TAS103 PUSA-03S.02-01 09/29/2006 ERD (TST 6049) Tensile adhesion 6020.09.14.5 09/08/2014 PRI(TST 5878) TA5103 PUSA-OSS-02.02 12/10/2007 ERD (TST 61149) 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 Pro (TST 5878) ASTM D6164 PUSA-088.02-01 07/29/2009 ERD ITST 60491 ASTM D1970/D4798 P43290.10.14 10/17/1014 Polyglass USA P/LAffidayit Mule -Hide Cross Ltg 03/01/2008 NEMO ETC, U.C. Evaluation Report P32060.02.09-1125 Certificate ofAuthoritation N32455 V EDITION (2017) F8C NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) Z33-1230 Revision 25: 10/14/2019 Page 2 of 16 Entity Examination Reference Date Enti ERD (T5T 6049) TA5 103 PLYG-SC7550.03.15 03/24/2015 Palyglass USA UL (QUA9625) 4. 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 *NEMOletc. Examination Reference Date Materials Affidavit Polystick Compound 08/18/2011 Quality Control Service Confirmation 09/13/2018 PRODUCT DESCRIPTION: Product Specification Plant(s) Description Elastobase ASTM D6163 FL Fiberglass -reinforced, SBS modified bitumen base sheet Elastabase 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 56 G FIR ASTM 06164 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/TRIApril 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 06222 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 (04.12) beneath mechanically fastened or adhered tile roof systems Polyflex G FIR 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 tile roof systems Polyflex SA P ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI April 2012 Polyflex SA P FIR ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI April 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 TA5 103 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane, glass fiber reinforced, surfaced with polyalefinic film surface NEMO ETC, U.C. Evaluation Report P12060.02.09-R25 Certifcote oJAurhomorion 032455 11 EDITION (2017) FBC NON-HVHZ EVALUATION F1,5259-1129 Polyglass Roof Underlayments; (954) Z33.1230 Revision 25: 10/14/2019 Page 3 of 16 4NEMO I 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 (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 Tit 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 5. UMITATIDN$: 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: TABLE 1: ROOF COVER OPTIONS Woad Shakes Undedayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal &Shingles Slate Elastobase Yes Yes Yes Yes Yes Yes (6me5heelln2-Plyaysteml (Base Sheet in 2-ply system) Elas[obaseP Yes e Yes Yes Yes Rase SheetYes n 2gWsystem) (Base Sheet system) n Polyglass Base No Yes Yes No No No IBaae Sheetm2-pNsystem) Rase Shce,m 2-pry system) Polyglass G2 Base No Yes Yes No No No (ease sheetm 2-ply sYstem) Rasesh,etin2-p1y snteml ElastoRex G TU Yes Yes Yes (See 5.5.1) No Yes Yes ElastoRex56G Yes Yes Yes (See SSA) No Yes Yes Elastollex 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 Sheet�� Yes Yes Yes (See 5.5.1) No Vey Yes Mule -Hide 5q qpp Cap Sheet(FR) Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G_ Yes Yes Yes (See 5.5.1) No Yes Yes POIyIIexG FR _ Yes Yes No No Yes Yes Polyflex SA P Yes Yes Yes (See 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 Yes NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R25 Certificate of Authorlmtlon#32455 6s" EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof UnderlaYments; (994) Z33-1230 Revision 25: 10/14/2019 Page 4 of 16 NNEMOjetc. TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foam -On Tile Metal Wood Shakes &Shingles Slate Polystick MTS Plus Yes Yes No Yes Yes Yes MU-x Yes No No Yes Yes Yes _Polystick Polystick TU Max No Yes Yes (See 5.5.1) Yes No No _ _ Polystick TU P No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Florida Product Adhesive Approval Underlayments DAP Foam Touch'n Seal StormBond FL14506 Polystick TU Max or Polystick TU Plus Roof Tile Adhesive 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 Polysete 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: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates (designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Deck / (Optional) ASTM D41 plywood, OSS, Southern Yellow Pine or Huber HydraGuard Dual Pro, Engineered Woods "ZIP System" Panels HydraGuard Tile Pro, sheathing ASTM D41 structural concrete Polystick (all variations), Mule-HideAPP Cap self- (Optional) ASTM 041 ASTM C1289 Type II Class 1 polyisocyanurate, ASTM Sheet, Mule -He -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 Base N/A ASTM D226 felt, Elastobase, Elastobase P or Mule -Hide SA P or Polyflex SA P FR Sheet Nail Base Deck ASTM D41 structural concrete Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board Elastoflex G TU, Elastoflex hot asphalt Base N/A ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide Nail 56 G or Elastoflex S6 G FR Sheet Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Polyflex G FR torch- Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board Base N/A Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass applied Sheet GZ Base or Polyglass Base t Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, U.C. Evaluation Report P32060.02.09-R25 Certificate ofAathansation a32455 6"'COITION (2017)FBC NON-HVHZ EVALUATION F1.5259-1129 Polyglass Roof Underlayments; (954) 233-123D 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 (04.12), 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, OSS 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 1%" ring shank nails through 32 ga., 1.5/8" 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. 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: P6100 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. $17 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. NEMO ETC, U.C. Evaluation Report P12060.02.09-R25 Certificate OfAuthommtoon 032455 6"'EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019 Page 6 of 16 *NEMOletc. #8 Maximum Design Pressure=-30.0 osf•: 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 1.25-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 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. #9 Maximum Design Pressure = -37.5 osf•: 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 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. H10 Maximum Design Pressure = -37.5 osf': 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 D.C. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. #11 Maximum Design Pressure =-45 osf•: 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 mapping of hot asphalt. #12 Maximum Design Pressure =-45 osf•: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM 0226, 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. H13 Maximum Design Pressure =-4S osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 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. 414 Maximum Design Pressure = -45.0 osf 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 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 P12060.02OSI-1125 Cenfimte OfAOMoruouon A32455 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. k15 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 D.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, 053 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 MAXX Cap Fasteners Spacing: 9-inch D.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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Desien 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 D.C. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick NITS 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 56 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 R12 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 P32060.02.09-R25 Cerrificere ofAutaanrarion 912455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments; (954) 233.1230 Revision 25: 10/14/2019 Page 8 of 16 ONEMO I etc. #22 Maximum Design Pressure =-60.0 DO: 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. N23 Maximum Design Pressure = -60.0 Ds : Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 056 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. d24 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 DO 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: 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 Dsf: Deck: APA rated, 19/32 CAT, 0.S78 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 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 (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, LLC. Evaluation Report P32060.02.09-1125 CeniFrare 0JAvtho61.64n>32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259.R29 Polyglass Roof Underlayments; (954) 233.1230 Revision 25: 10/14/2019 Page 9 of 16 ONEMOletc. H28 Maximum Design Pressure =-67.5 osf: Deck: APA rated, 19132 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. Underlayment: Polyflex G, torch -applied. U29 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 underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip 1114 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-inch D.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 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 56 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 412 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. NEMO ETC, U.C. Evaluation Report P12060.02.09-R25 [ertifimre olaoteonmrioa 432455 6"' EDITION (20171 FBC NON-HVH2 EVALUATION FL5259.R29 Potyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019 Page 10 of 16 NNEMOletc. #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 D.C. at two (2) equally spaced staggered center rows. Underlayment: Polyfiex 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 3/8-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 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. 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 osf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, 058 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 56 G, applied in full mopping of hot asphalt. #40 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 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 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. NEMO ETC, U.C. Evaluation Report P32060.02.09.R25 Certificate ofAathar Lion #32455 6" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019 Page 11 of 16 NNEMOletc. #42 Maximum Design Pressure=-105.0 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 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 D.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 (FRI, 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: 6-inch o.c. at the 4-Inch wide side laps and 6-inch D.C. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 444 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 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 3/8-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 (FRI, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #46 Maximum Design Pressure =-220 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: OMG $112 Standard Roofgrip or OMG P14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch D.C. at the 4-inch wide side laps and 6-inch D.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 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 five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. NEMO ETC, I.I.C. Evaluation Report P12060.02.09-1125 CeniJlrme#7Aulbonmrlon #32455 6"' EDITION (2017) FEIC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 2334230 Revision 25: 10/14/2019 Page 12 of 16 NNEMOletc. #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: PG 100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick NITS 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 D.C. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G. applied in full mopping of hot asphalt. #SO 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 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: TABLE 3: EXPOSURE LIMITATIONS Underlayment Maximum Exposure (days) Elastoflex G TU, HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick NITS Plus, Polystick TU Max, Polystick TU P or Polystick TU Plus 180 Polystick IR-Xe or Polystick MU-X 90 Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base 30 180 Elastoflex 56 G, Elastoflex S6 G FR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (for adhesive -set tile) 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 D3970-15, should be established as to slip resistance. NEW ETC, U.C. Evaluation Report P32060.02.09-R25 CMificore 01Autaonrarion 432455 6" EDITION 12017) FBC NON-HVH2 EVALUATION FL5259-R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 2S: 10/14/2019 Page 13 of 16 ONEIVIO etc. 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 slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope 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 Polystick TU Max Polystick 7U P Flat 6-tile stack (4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack (4 over 2) 7:12 Lugged 10-tile stack 6:12 Flat 6-tile stack (4 over 2) 6:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick TU Plus Fla[ or Lugged 6-tile stack (4 over 2) 7:12 Flat or lugged 10-tile stack 6:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Non -Tile ADDlications Shall be installed in compliance with the codified requirements for ASTM 0226, Type II 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 ADolications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System' from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. NEMO ETC, U.C. Evaluation Report P32060.02.09-1125 Certiflrate ofAuthodta0on a32455 6- EDITION (20171 FBC NON-HVHZ EVALUATION FL5259.R29 Polyglass Roof Underlayments; (9S4) 233-1230 Revision 25: 10/14/2019 Page 14 of 16 6.4 6.4.1 6.4.2 6.4.3 6.4.4 NNEMO[etc. HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SHIP FR, Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus: General: 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). View of Oval ap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 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. Tile Applications (excludes HydraGuard Dual Pro. Polystick 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 (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 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.1 herein. 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 the 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.S I Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR: 6-5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 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 tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. NEMO ETC, U.C. Evaluation Report P32060.02.09-1125 Cenifaare orAarhanrara a32455 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FLS259-R29 Polyglass Roof Underlayments; (954) 233.1230 Revision 25: 10/14/2019 Page 15 of 16 *NEMOletc. 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 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: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 CA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC. Evaluation Report P12060.02.09-R25 Cedi/icore o/Autharuation R32455 6'" EDITION (2017) FRC NON-HVH2 EVALUATION FL5259 R29 Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019 Page 16 of 16