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HomeMy WebLinkAbout5808 Deer Run Dr - Re-roof Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: 11111 - • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT TYPE: ke,`roof PROPOSED IMPROVEMENT LOCATION: Address: 5ooe> 0ecr Pun nr. Property Tax ID#; Lot No. Site Plan Name: Block No. Project Name: 1 AA�iay coo DETAILED DESCRIPTION OF WORK: 51 seq 5 1n Ie. Ce 0C + 3 . ClQ.1 rvL4 (vY12_ Rifch Shingles: GAF-FL10124-R24 Underlayment:Owens Corning-FL15216-R5 Flat: Polyglass-FL5259-R29 CONSTRUCTION INFORMATION: Additional work to be performed under this permit-check all that apply: Mechanical _Gas Tank Gas Piping —Shutters Windows/Doors _Electric _Plumbing _Sprinklers a Generator S Roof Pitch Total Sq. Ft of C nstruction, Le 000 Sq. Ft. of First Floor: Cost of Construction:$ 313 k-+-U U - Utilities: —Sewer `Septic Building Height: OWNERAESSEE:, CONTRACTOR: Name ,� rj-c Name: C-1 l t r7 Ga wt e Address: 5606 Pe4 u_n Pr Company: fist l`C o r'P City: f 1. Pie rCe, State: F-L Address: Pd .SOX 30S-i Zip Code: 314 9 S 1 Fax: City: !VG r-0 C h/ Stater Phone No. t Z- al q -' LQ0 Zip Code. 33S LP 0 Fax: e5 13 •41 S-2.10j E-Mail: In I 6� Phone No TZ1 -LtE'2-.3_q5t4 Fill in fee simple Title Hol r on next page{if different E-Mail A I fe&S i nq. CV M from the Owner listed e) State or County License Q CC 13z o Sri 1 If value of construction is$250 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or m I re,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: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Sign o,pf,� ature of Owner/Lessee/ConiVactor as Agent for Owner Signal re of Contractor/License older STATE OF FLORIDA STATE OF FLORIDA COUNTY OF 5 f, LIUC t. e COUNTY OF 51 - L_(A 1'e.,, The forgoing instruinent was acknowledged before me The forgoing instru nt was acknowledged before me this 2- day of l.{._GL 20 21Wy this�day of c V1 20I y cect-C 1'6 M Gt..y CUCy- G t t n c a w I e L Name of person making statement. Name of person makings semen . Personally Known OR Produced Identification V, Personally Known OR Produced Identification Type of Identification Type of Identification Produced CAL Produced gnature of Notary Pu (Signature of Nota LISA A NE PETERSON YP ,r LISA ANN PETERSON rn , IU I1,�� Commission Na. ,state{,p�,f��aF rids-Notary Public _ tale of FIqq da- otary Public 's corhyV1;Tion#GG 220717 Commission No, = ommissti �i bG 220717 M Commission Expires o� ",�afw��•` Y My commission Expires 11 1\Y tember 15,2022 ��;0[Ftd;.>` mbar 15,2022 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED eV.2/7/19 �t Via_ Properly` aA M N� State of Florida,C raty oaf St.L,aaeie _. - - T'*Un&rOgnedicy 91"s notice that lnaprovr Iona#w H1 be amde to certain real psroprly,and in Accordance w#th chapter 713.F:3artda Statutes,,the fallowing Inrornnation Is prrovidet!In this Ittactirr orCea117rNt nreurnt. Ixgalloescriptionof rop wy and ad+fr7rss Ir avallsfh 1 ..1_ - ' w 1 01 OR bff �a�1 iaar of Irraprtr rnca�ls_ �� '� UVI Interest is projwrty. CW Kt%," Fee Sqmpk Tide,hater of utter than Atli Phan# Fare 1 Phone Aa Fax d Amount of Bond LerAer Plante# Addrm FAX f Persom with tte�5tat r of Florida designAted by Owner upon whom nalim at other docurnerats may he ser wd as Pr by Section 713.13((a))7.„ harhia S atues. � �+ In o"tion to:trtnne f.owner designates -- - .,Phorw r ..,_ Fax 0 to resolve a copy of the Licnor's Notice as provided In Section 713.13(1)fhi,Floriela Statutes. ixplration date rafn, r as nMene t Is one year from the date of recording unlexs a diit'erent date is epociftrrt. WARNING To OWNE � 4 XN V PAY?-MN TS IMAtjE.BY THE eaWtutR AFTER Tlfln F'XIMA i ii M OF Tjti *%'cn'trE caa�e[Sht[v4EhCE.L7£Ia'f-ARE CON51DE.r Iut1 � PAYMEN115 CNDER CN 71 .1 ,F_ ..AND( �t REEL I I tip VOUR RrtVM hk li'F.Ft84�9e11�EkC1A'E�1FN FS$t]1'[IL� F'atOPLRT1. A 3W4Yi COMUENCIDAEM17 MUSTBt RECCiEDFO AND f"C3MIJON THE JOB 51l`[;III;F[JL;EI7 EFIR51'INSPECTION. tFY0UMTF.N0T0 f FXNA.NCtfV-, Cist°iSULf WrM ' (jt,,R 1.f:.0 DkR ()R AN A tCSRNEY URTMI, VMINIFMINC; WORK OR RFCORDINC YoUp f�iCYt C.i9fiAMENC#4ENT t vrr�r{Leese.ar£Sw e' try a AtothodZ0d[]ttic ertF�ls xaePt+ St ry'a'rlfWOMm state of ems,ffarurty of � � Acknowledged lref+ere tlaia t®y af.� _ .z0. ,4 @ 1'' who Is pemnaily known to am or who has produced u wde Sigrla 'Type ear Brunt Name of Natter (Seatl 'I3tie Nratarx pul►llr Numt" GG '509-001 Nawy Paba4 Sake d fWsk SfephMa fA Palletise 4 ay cww%mn GG Scanned with CamScanner Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address: 5808 DEER Parcel ID: I313-502-0129- Account#:5014 See/Town/Range:07/34S/40E RLTN DR 000-5 Map ID: 14/07N Zoning:RS-4 Count Use Type:0100 Jurisdiction: Saint Lucie County Ownership Legal Description Cedric Maycock HOLIDAY PINES S/D-PHASE 111-LOT552(MAP 14/07N)(OR 5909 Deer Run Dr 1125-881) Fort Pierce,FL 34951 Current Values Historical Values 3-year Just/Market: $245,200 Assessed: $160,607 Year Just/Market Assessed Exemptions Taxable Exemptions: $50,000 Taxable: $110,607 2019 $245,200 $160,607 $50,000 $I10,607 2018 $230,300 $157,613 $50,000 $107,613 2017 $220,700 $154,372 $50,000 $104,372 Sale History Date Book/Page Sale Code Deed Grantor Price 02-02-1998 1125 10881 XX00 WD BOVIS/BRUNNING HOMES $14,000 INC 08-01-1987 0554/1629 XX02 CV $901,100 02-01-1987 0533/2294 XX00 CV $16,000 Primary Building Information Finished Area of this building:2,566 SF Gross Sketched Area:4,444 SF Exterior Data View: Roof Cover:Dim Shingle Roof Structure:Hip Building Type:HB- Year Built: 1998 Frame: Grade:B- Effective Year: 1998 Primary Wall:CB Stucco Story Height: I Story No.Units: 1 Secondary Wall: Interior Data Bedrooms:3 A/C%: 100% Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heated%: 100% Heat Type:FrcdHotAir Avg Hgt/Floor:0 Half Baths:0 Sprinkled%:N/A% Heat Fuel:ELEC Primary Floors:Carpet - Total Areas Finished/Under Air 2,566 (SF): ] Gross Sketched Area 4,444 (SF): Land Size(acres): 0.71 Land Size(SF): 30,748 Total Building Count: I Special Features and Yard Items Type Qty Units Year l3h Dtiv-Concret 1 1400 1998 UTILITY AVG 1 120 1999 All information is believed to be correct at this time,but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser.All rights reserved. 1/7/2020 Florida Building Code Online Business :s Professional Regulation Ir1i� BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr ,-ta Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL10124-R24 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen Ireith@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800)766-3411 Tech nicalQuestionsGAF@gaf.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 Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By John W. Knezevich, PE ✓ Validation Checklist-Hardcopy Received Certificate of Independence FL10124 R24 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 TAS 107 1995 Equivalence of Product Standards Certified By https://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3Bo0yLwXhMdCkG2xOp6gmRrA%3d%3d 1/2 1/7/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/18/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 Date Revised 12/11/2019 Summary of Products FL# Model,Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated,5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R24 II 2019 10 FINAL ER GAF ASPHALT Approved for use outside HVHZ: Yes SHINGLES 1`1_10124-R24.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R24 AE 2019 10 FINAL ER GAF ASPHALT SHINGLES F1_10124-R24.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCkG2xOp6gmRrA%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 O. GAF Evaluation Report 01506.01.08-1126 1 Campus Drive F110124-1124 Parsippany, NJ 07054 Date of Issuance:01/03/2008 (800)766-3411 Revision 26: 10/18/2019 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF 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 "NEMO Ietc. 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 6. Prepared by: Robert J.M. Nieminen, P.E. ��^ r The facsimile seal appearing was authorized by Robert ,,a`.„ s Nieminen,P.E.on 10/18/2019. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 'd;:6; `«''` 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 l 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 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. ©2018,NEMO ETC, LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, 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. 2. STANDARDS: 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,R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI(TST 5878) ASTM D1970(QuickStart) GAF-340-02-01 03/13/2012 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 PRI(TST 5878) Wind Driven Rain GAF-895-02-01 11/20/2018 PRI(TST 5878) Wind Driven Rain GAF-896-02-01 11/20/2018 PRI(TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-899-02-01 11/15/2018 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 NEMO ETC,LLC Evaluation Report 01506.01.08-1126 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 2 of 7 NNEMOjetc. Entity Examination Reference Date UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL,LLC.(TST 9628) ASTM D3161 4788698165 03/24/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10NK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788717529 09/09/2016 UL,LLC.(TST 9628) ASTM D3161 4788669132 12/13/2018 UL,LLC.(TST 9628) ASTM D3161 4788891098 02/14/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788932264 08/16/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4789115488 08/16/2019 UL,LLC.(QUA 9625) Quality Control Service Confirmation 10/18/2018 PRODUCT4. DESCRIPTION: 4.1 ACCESSORY STARTER STRIPS: 4.1.1 Pro-Start° Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 QuickStart° Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SIBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-inch or less. Meets ASTM D197O. 4.1.3 StarterMatchT" Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon' and Grand Sequoia°series asphalt shingles. StarterMatchT"^are installed as the second starter for Grand Canyon'and Grand Sequoia°series installations. Meets ASTM D3462. NEMO ETC,LLC Evaluation Report 01506.01.08-1126 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 3 of 7 NNEMOletc. 4.2 ASPHALT SHINGLES: 4.2.1 Marquis WeatherMax°, Royal Sovereign°and Sentinel®are a fiberglass reinforced 3-tab asphalt roof shingles. 4.2.2 Camelot°, Camelot® II, Fortitude'", Glenwood'", Grand Canyon®, Grand Sequoia°, Grand Sequoia® IR, Grand Sequoia® ArmorShield'm, Grand Sequoia° AS, Sienna°, Timberline® American Harvest®, Timberline® AH, Timberline° ArmorShieldTM II, Timberline° AS, Timberline° Natural Shadow', Timberline® NS, Timberline° HD, Timberline° HDZ'"', Timberline® Cool Series, Timberline° CS, Timberline® Ultra HD, Timberline° UHD and Woodland°are fiberglass reinforced, laminated asphalt roof shingles. 4.2.3 Slateline° is a fiberglass reinforced 5-tab asphalt roof shingle. 4.3 HIP&RIDGE SHINGLES: 4.3.1 Seal-A-Ridge° Protective Ridge Cap Shingles(fka,Seal-A-Ridge° Ridge Cap Shingles),Seal-A-Ridge°ArmorShield'm, Seal-A-Ridge°AS and Timbertex®Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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 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 GAF 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 the shingles are acceptable for use in all wind zones up to Vasd=150 mph (V,,it= 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 The GAF 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 the shingles are acceptable for use in all wind zones up to Vasd= 150 mph (VUit= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. INSTALLATION:6.6.1 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 GAF 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 manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 GAF 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 GAF published installation instructions. 6.2 STARTER SHINGLES OR STARTER STRIP: NEMO ETC,LLC Evaluation Report 01506.01.08-1126 Certificate afAuthorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 4 of 7 ONEMOletc. 6.2.1 Installation of Pro-Start' Eave/Rake Starter Strip Shingles, WeatherBlockerT" Premium Eave/Rake Starter Strip Shingles and QuickStart° Peel &Stick Starter Roll shall comply with the GAF current published instructions. NEMO ETC,LLC Evaluation Report 01506.01.08-1126 Certificate afAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 5 of 7 NNEMOjetc. 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R9O5.2.6,with the following exceptions: ➢ Camelot®, Camelot° II, Grand Canyon®, Grand Sequoia°, Grand Sequoia® IR, Grand Sequoia°ArmorShieldT" and Woodland° require minimum five(5) nails per shingle. ➢ Slateline® requires minimum six(6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R9O5.2.5. Staples are not permitted. 6.3.2.1 Fastening for Timberline°AH,Timberline°CS and Timberline° HDZT"°; slopes 2:12 up to 21:12 39-3/8"(1m) 11-5/8"-14-50(295n1m-372mm) 11-5/8'-14-518'(295mm-372mm1 112'-2-11T(13mm-64mm) i/2'-2-UT{13mm-64mm) 13-1/4" 3a7mms TARGET NAIL ZONE ZONA OBJETIVO DE CLAVADO 5-13116'-7-51W(148m m-194mm) 6 7/8" {i74 mm1 STANDARD NAILING PATTERN: Nail shingles approximately 6 7/8"(174 mm)from bottom of shingle,in nailing area,as shown.Nails must not be exposed.Not for use an Mansard roofs(21:12 slope and above). 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. 6.3.3.1 Fastening for Timberline®AH,Timberline®CS and Timberline® HDZT";slopes greater than 21:12 39-3/8"(1m) 14-12-17-02'(368mm-445n"n) 14-12'-17-1.,'2 4368mm-445mm1 6-tI2'-9-112'165mm-241mm 6112--4112'165mm-241mm 1/2'-2-112'03mm-64mm1 1f2'-2-12"(13mm-64mm� 13 1/4' 5-13/16'-6-1/4'(148mm-159 mm) 337. ENHANCED NAILING PATTERN:` These shingles MUST be nailed a nominal 6"(152 mm)from bottom of shingle,above the cut-outs,as shown.Nails must not be exposed. NEMO ETC,LLC Evaluation Report 01506.01.08-1126 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 6 of 7 NEMO I etc. 6.4 HIP&RIDGE SHINGLES: 6.4.1 Installation of Seal-A-Ridge® Protective Ridge 11.5" Sealani Cap Shingles (fka, Seal-A-Ridge® Ridge Cap 2�jnu„J 02 mm) (251mm) Sellante Shingles), Seal-A-Ridge° ArmorShield'"° and Enrtuit d'etanch®ile Seal-A-Ridge° AS shall comply with the GAF current published instructions with a minimum two(2)nails,minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof&Flashing I (3fl5 it+n I Nal[ Sealant". clavo 6 SM"- &,S- Clover (168-1-7 I mm) 1 12" (305 mm) 6.4.2 Installation of Timbertex® Premium Ridge Cap 11.5" Shingles shall comply with GAF current (292 mrn) 1„ sealant g p y 1"(25 mm) (25 mm' Endo t d etancheite published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn "NP1 Gun Grade Polyurethane Sealant" or Henkel "PL i • Roofing and Flashing Sealant". Nail Clavo 12 Clauer (305 mm) 9„ (229 mm) 12" (305 mm) 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 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. REQUIREMENTS:8. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. • QUALITY UL LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT- NEW ETC,LLC Evaluation Report 01506.01.08-11126 Certificate afAuthorization#32455 6Ta EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R24 GAF Asphalt Roof Shingles Revision 26:10/18/2019 Page 7 of 7 11/6/2019 Florida Building Code Online Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search ba r Product Approval p USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL15216-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740) 321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email 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 Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL15216 R5 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 (tear) 2015 ASTM D226(physicals) 2009 TAS 117(B) 1995 Equivalence of Product Standards Certified By Sections from the Code https://floridabuiIdi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 QRAdhyl2u8kQGTzrShrNGk1 iI7tbzoVhOww%3d%3d 1/2 11/6/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/19/2019 Date Validated 04/22/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of Products FL# Model,Number or Name Description 15216.1 RhinoRoof U20 and ABC Pro Guard Synthetic roof underlayments 20 Roof Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15216 R5 II 2019 04 FINAL ER OWENS Approved for use outside HVHZ:Yes CORNING RHINOROOF FL15216-R5.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R5 AE 2019 04 FINAL ER OWENS CORNING RHINOROOF FL15216-115.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed.under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® ® eCi Credit Card Safe https://floridabuiIdi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 QRAdhyl2u8kQGTzrShrNGk1 iI7tbzoVhOww%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 O. Owens Corning Roofing and Asphalt, LLC Evaluation Report 140510.02.12-115 One Owens Corning Parkway FL15216-R5 Toledo, OH 43659 Date of Issuance:02/17/2012 (740)321-6345 Revision 5:04/18/2019 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 61b Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of 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 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 "NEMO I 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 4. Prepared by: Robert J.M. Nieminen, P.E. '; s The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 04/18/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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 ETC,LLC 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 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. ONEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1,R905.1.1 Exception, Unrolling,Breaking Strength,Pliability ASTM D226 2009 1518.4 1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015 TAS 110 Pull-through resistance TAS 117(B) 1995 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI(TST5878) ASTM D1970;Tear strength OCF-330-02-02 10/03/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-01 04/03/2018 ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 PRODUCT4. DESCRIPTION: Product Specification Plant(s) Description 4.1 RhinoRoof U20 FBC 1507.1.1& Qingdao, Multilayered polymer woven coated R905.1.1(Exception) China synthetic roof underlayment 4.2 ABC Pro Guard 20 FBC 1507.1.1& Qingdao, Multilayered polymer woven coated R905.1.1(Exception) China synthetic roof underlayment 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 RhinoRoof U20 and ABC Pro Guard 20 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. 5.4 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Wood Shakes& Slate or Shingles Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No Yes Yes No ABC Pro Guard 20 Yes No Yes Yes No NEMO ETC,LLC Evaluation Report 140510.02.12-115 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ AND HVHZ EVALUATION FL15216-RS RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments Revision 5:04/18/2019 Page 2 of 4 ONEMOletc. 5.5 Exposure Limitations: RhinoRoof U20 and ABC Pro Guard 20 shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments shall be installed in accordance with the manufacturer's published installation instructions 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. 6.3 RhinoRoof U20 and ABC Pro Guard 20: 6.3.1 NON-HVHZ Jurisdictions: 6.3.1.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet-width for double-layer applications. 6.3.1.2 Fasteners: For exposure up to maximum 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails& 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. For exposure beyond 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails& 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V It equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications, when the RhinoRoof U20 or ABC Pro Guard 20 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. 6.3.1.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.1.4 Slopes of 2:12 to less than 4:12: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 22-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 22-inch wide strip along the eaves. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 22-inch side(horizontal)laps, resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. NEMO ETC,LLC Evaluation Report 140530.02.12-115 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ AND HVHZ EVALUATION FL15216-RS RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments Revision 5:04/18/2019 Page 3 of 4 NNEMOjetc. 6.3.2 HVHZ Jurisdictions: 6.3.2.1 Shall be installed in a shingle fashion with minimum 4-inch wide side (horizontal) laps and minimum 6-inch wide end laps. 6.3.2.2 Shall be fastened with FBC HVHZ approved corrosion resistant, 1-5/8" diameter tin-caps and 12 gauge 1.25" long annular ring-shank nails(FBC 1517.5)spaced max.6-inch o.c.at all laps and 12-inch o.c.at three(3)equally spaced rows in the field of the sheet. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for plants covered under Rule 61G20-3 CIA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—ETL/Warnock Hersey—QUA1673; (604)520-3321; peter.gildenstern@intertek.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 140530.02.12-115 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ AND HVHZ EVALUATION FL15216-RS RhinoRoof U20 and ABC Pro Guard 20 Roof Underlayments Revision 5:04/18/2019 Page 4 of 4 3/19/2020 Florida Building Code Online Business :s Professional Regulation 6Ag rAM=AZ2W9= OR BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bPre'a Product ApprovalUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL5259-1129 SECRETARY 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 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888)410-1375 uspolyglasstechnical@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 Nieminen 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 FL5259 R29 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%3d 1/2 3/19/2020 Florida Building Code Online FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2019 Date Validated 10/16/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R29 II 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R29.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R29 AE 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system (over concrete deck)for R29.pdf use under foam-on tile systems(where the Created by Independent Third Party: Yes underlayment forms part of the load-path). Refer to ER Section 5.6.1 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ILI ® eC heck M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%3d 2/2 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 to Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Polyglass USA, Inc. Evaluation Report P12060.02.09-1125 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 61h 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). NEMOJetc. 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 l 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: -- Robert J.M. Nieminen, P.E. 'a,,: "" The facsimile seal appearing was authorized by Robert Nieminen,P.E.on Florida Registration No.59166, Florida DCA ANE1983 10/14/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOJetc. 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 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. ©2019 NEMO ETC,LLC ONEMOletc. ROOFING 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: 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: Entity 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(TST 6049) ASTM D1970 P5110.04.07-1 04/11/2007 ERD(TST 6049) ASTM D1970 PLYG-SC10130.06.16-1 06/27/2016 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Tensile adhesion PLYG-SC10130.06.16-2 06/27/2016 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC10130.06.16-3 06/27/2016 ERD(TST 6049) Tensile Adhesion P11030.11.09-1 11/30/2009 ERD(TST 6049) ASTM D1970/D4798 PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) ASTM D1970 P33360.06.10 06/25/2010 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) TAS 103 P33370.03.11 03/02/2011 ERD(TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD(TST 6049) TAS 103 PLYG-SC13035.08.17 10/31/2017 ERD(TST 6049) ASTM D1970 P37300.10.11 10/19/2011 FM(TST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) 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(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 MITI(TST 2508) ASTM D4798 JX20H7A 04/01/2008 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(TST 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 D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 NEMO(TST 6049) ASTM D6222 4S-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 D6509 P37590.03.13-1-R1 06/26/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/08/2019 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD(TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TAS 103 4j-PLYG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 PRI(TST 5878) Tensile Adhesion PRIO1111 04/08/2002 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 PRI(TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI(TST 5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 PRI(TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 PRI(TST 5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 PRI(TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 2 of 16 ONEMOjetc. Entity Examination Reference Date Entity Examination Reference Date ERD(TST 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 UL(QUA9625) Quality Control Service Confirmation 09/13/2018 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet 4.3 Elastoflex G TU M-D 13-004 PA Polyester-reinforced, modified bitumen tile underlayment FRSA/TRI April 2012 composed of a sand-surfaced SBS modified bitumen back- side and granule-surfaced APP modified bitumen top-side 4.4 Elastoflex S6 G ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.5 Elastoflex S6 G FIR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.6 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.7 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.8 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt TAS 103 waterproofing membrane,fiberglass reinforced,with a FRSA/TRI April 2012 polyester fabric surface 4.9 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FIR) FRSA/TRI April 2012 4.10 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems 4.11 Polyflex G 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 4.12 Polyflex SA P ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.13 Polyflex SA P FIR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.14 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.15 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced, asphaltic base sheet 4.16 Polystick IR-Xe ASTM D1970 FL, PA Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.17 Polystick MTS Plus TAS 103 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass fiber reinforced,surfaced with polyolefinic film surface NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 3 of 16 NNEMOletc. 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 TX Nominal 130-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass-fiber/polyester reinforced,with a granular surface 4.21 Polystick TU Plus ASTM D1970 FL, PA Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane,glass fiber reinforced,with a polyester fabric FRSA/TRI April 2012 surface 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E.are,in anyway,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Wood Shakes Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes HydraGuard Dual Pro Yes No No Yes Yes Yes HydraGuard Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Mule-Hide SA-APP Cap Yes Yes Yes (See 5.5.1) No Yes Yes Sheet Mule-Hide SA-APP Cap Yes Yes Yes (See 5.5.1) No Yes Yes Sheet(FR) Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SA P Yes Yes Yes (See 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 P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 4 of 16 NNEMOjetc. TABLE 1: ROOF COVER OPTIONS Wood Shakes Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Polystick MTS Plus Yes Yes No Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick TU P No Yes Yes (See 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 Storm Bond FL14506 Polystick TU Max or Polystick TU Plus Roof Tile Adhesive Dow TileBond'm FL22525 HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex G TU,Elastoflex S6 G, HydraGuard Tile Pro,Mule-Hide SA-APP ICP Adhesives Polyset®AH-160 FL6332 Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule- ICP Adhesives Polyset®RTA-1 FL6276 Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) Type Primer Material(s) Deck/ (Optional)ASTM D41 plywood,OSB,Southern Yellow Pine or Huber HydraGuard Dual Pro, Engineered Woods"ZIP System"Panels HydraGuard Tile Pro, sheathing ASTM D41 structural concrete Polystick(all variations), self Mule-Hide SA-APP Ca ASTM C1289 Type II Class 1 polyisocyanurate,ASTM p adhering Insulation (Optional)ASTM D41 C1289 Type V polyisocyanurate-composite,DensDeck Sheet,Mule-Hide SA-APP or WB-3000 Cap Sheet(FR),Polyflex Prime or SECUROCK Gypsum Fiber Roof Board SA P or Polyflex SA P FR Base N/A ASTM D226 felt,Elastobase,Elastobase P or Mule-Hide Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU,Elastoflex Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board S6 G or Elastoflex S6 G FR hot asphalt Base N/A ASTM D226 felt,Elastobase,Elastobase P,Mule-Hide Nail Sheet Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Polyflex G FR torch- Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board applied Base Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass Sheet N/A G2 Base or Polyglass Base s Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 5 of 16 ONEMOletc. 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012 (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,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min.4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #2 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #3 Maximum Design Pressure=-97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 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: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered. #7 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ 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-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #10 Maximum Design Pressure=-37.5 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #13 Maximum Design Pressure=-45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"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,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #16 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #17 Maximum Design Pressure=-52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #19 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #20 Maximum Design Pressure=-60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"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 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #24 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #25 Maximum Design Pressure=-67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #26 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180'into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered. #27 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180'into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 9 of 16 ONEMOletc. #28 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180'into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #29 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied 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 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 o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #31 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #32 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #33 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,CMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with CMG 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(FIR),Polyflex SA P, Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 10 of 16 ONEMOletc. #35 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate, parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #36 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180' into the holes of the plate, parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #37 Maximum Design Pressure=-97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered. #38 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex 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,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered. #39 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #40 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #41 Maximum Design Pressure=-105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 11 of 16 ONEMOletc. #42 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate, parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FIR),Polyflex SA P, Polyflex SA P FIR,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 o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #44 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate, parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #45 Maximum Design Pressure=-112.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS Plus,self-adhered Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FIR),Polyflex SA P, Polyflex SA P FIR,Polystick TU Max, Polystick TU P or Polystick TU Plus,self-adhered. #46 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #47 Maximum Design Pressure=-120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,LLC. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 12 of 16 ONEMOletc. #48 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #49 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #50 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. 5.6.1.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.1.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS 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 Base 30 180 Elastoflex S6 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet (for adhesive-set tile) (FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR UNLIMITED (for mechanically fastened roof prepared roof covers) 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D197O-15,should be established as to slip resistance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC 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 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 Flat 10-tile stack 7:12 Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 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 Plus Lugged 6-tile stack(4 over 2) 4:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 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 Applications: Shall be installed in compliance with the codified requirements for ASTM D226,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 Applications: Elastobase, Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.1 herein,coupled with FRSA/TRI April 2012 (04-12) Installation Manual. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 14 of 16 ONEMOjetc. 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 General: All seal-lap seams(selvage laps)must be firmly rolled with a in ;•" accordance with Polyglass requirements to ensure full contact H and adhesion. For HydraGuard Dual Pro and HydraGuard Tile ' Pro, align the edge of the top sheet to the end of the glue x �, pattern (the sheet will overlap the fabric). <• t` ri W fps `, View 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 D197O (except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements. 6.4.3 Tile Applications(excludes HydraGuard Dual Pro, Polystick IR-Xe and Polystick 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. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex G TU,Elastoflex S6 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 D638O,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 D638O,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 D638O, 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,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 15 of 16 ONEMOjetc. 6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FIR 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 FIR: 6.6.1 Polyflex G or Polyflex G FIR 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 FIR 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. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA 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,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 16 of 16