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HomeMy WebLinkAbout20-22648 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22.48 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22648 Address: 39243 7TH AVE Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-0070-00000-0015 Improv. Cost: 16,500.00 OWNER INFORMATION Date Issued: 3/23/2020 Name: EQUITY TRUST COMPANY FBO ROSE Total Fees: 187.50 Address: 1 EQUITY WAY Amount Paid: 187.50 WESTLAKE, OH 44145 Date Paid: 3/23/2020 Phone: 917-770-5458 Work Desc: REROOF MODIFIED CONTRACTORS APPLICATION FEES MOMENTUM ROOFING INC REROOF RESIDENTIAL 187.50 DRY IN ROOF INSP Ins ections Required TAPE JOINTS OF ID P FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT C R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER • 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received "b __1 Phone CoNntact for Permitting a 9 9 a I II liii Owner's Name rry/Rhone N v U Owner's Address wner"Phone Number Fee Simple Titleholder Name i lip, Owner Phone Number Fee Simple Titleholder Address G JOB ADDRESS 12>q9±65 4 LOT �# �J SUBDIVISION PARCEL ID# - / (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSfR B ADD/ALT = SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK I Q FRAME = STEEL = DESCRIPTION OF WORK CA BUILDING S ZE SQ FOOTAGE HEIGHT BUILDING $ �� VALUATION OF TOTAL CONSTRUCTION �n o�=ELECTRICAL $ AMP SERVICE = PP,R/O'G/RESS ENERGY = W.R.E.C. _n„� =PLUMBING 0 $ 21 V 03, ����^^^^'"""' 1111 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r—S =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO J� BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address Licensepe# OTHER COMPANY V ) 1 I G SIGNATURE REGISTERED I�Y/p FEE CURREN I Y1/N Address License# `� iiliiiiiiiliili!!✓11ii!! t!!!ltlIIIII! €lIII[iliilIIIIIIIIIII II1111ilil RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) Agent(far the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and Is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.if the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR bsc ild sw oMrr= ubs ribe n s o( ff ed)bef rem t is ak- lo -VVho i/ar pe6criallyk6dwri me or ha ave produced Who Warf,personally known o me or has7have ploduced as identification, as identification. i Notary Public I Notary Public n Cglmmis\6ion No. Commission No. 1 ` Name of Notary typed,printed or stamped Name df NotAfy e ,prim ed or toftiplea t,sv?c i VMAN MAXWELL t�riP VMAN MAXWELL MY COMMISSION#GG 296335 = '*: MY COMMISSION#GG 296335 r> rQo EXPIRES:January 30,2023 EXPIRES:January 30,2023 FpF f;° Bonded Thtu Notary Public Urrdetvrtiters '� Q .a POPE°•'" Bonded Thru Notary Public Underwd;ers INSTR#2020047094 OR BK 10071 PG 2241 Page 1 of 1 03/17/2020 02:13 PM Rcpt:2145707 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk 8y Comptroller a:e,ILIti: 1 —2,U -91-0e-71- 000co P015, NOTICE OF COMMENCEMENT .,,�' 9fa1er - Coumy of_ 4f�St`Ji 1 I - THE U E4SIGNFR t ivv gr as rPtCP C4St r••P 7rart•a1:4'naC�:C 141IIA'eP'n?sru ao!o p4tt d.-•re,Al:he-la-71a Fn-e1•St,rVlg� /l I&tW +nrtp efts a bn,s pt%1w in M4 Note a'i,'x+ulte w renl r O ! - DesCnaton Cf PtaperI} ' - _ - S11eCIA40 Olt Gerto-el iisc tFllan a.WpresvwraEmliffial,gcx _ - '3 - ��0•t•+arlr>•omlatancrLessrleUi!`anTebdnittheLesseeran(atlMrrtrhQrnprCtiq,geri - 1 f AN 1NI lN,p�S�1 A I�12 +L1Erass G. 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FIfiRISkA 9TATUTFF AtvO G4?/ _ l RES'JL'114!OJA PAYING T1'+ICE F(iR it iPPOVEI¢NTS TO YOUR PROPERTY A NOTICE OF t 4t P IENCE!IENT f.IUST BE "WITH YOUR EL N13ER OROANAYTORNEY SEFCRREE 001 V lRE fNCINNC,TS ORK OR RcCORC�NGIY�U TO ICE O�IV FINAI: INONCE IENT 'LS - 1R NOTICE 0 COI n IENCEf IENT ' - ' I tln:arterorcf af,eerr I daetav ttat I Hate waa tiro hy071r4 nary a.ernTrhemer and maim facts state>>,nran are tnw.:'r,e oost - - STATE,0F FLORI09 {II I:.OUAtiY Of P„SLO.�• Palm 1;'de-a�, - _ _ � snlna,m Ala See at 6 LesSeesA,tiaer,2e^ 1 - O scar CnrectY Petme 1 ra a. - I - _ � 7net��wno,nsls+e",rasactmvxsopsdoe:orem<,nrs•L'��'�ym1MU/Ch 2o�v.�09eGI'l�'1Lt•� �[_lU'1 eS typo of ddhot,Iy 69 'trto ,ruYoo'CIt61oy In rNtltor ' III - tnMl'&ot'�98''y cn?feti3lf of tYtC'n ins fu?�m:as m:'rod t ter5:'th�y K-r_t r.ej J_ �:vec tr-.m•-T-n Q !<e ay e�it.ire Tsziofldet utra'lw Q,dred F— �— L Nr IPltrat r VLADIMIR NARCISSI - f - N®t5ry Public,State of Flonda 7PC2 alarm^o ce_r..Te•r�n s _.-ta (d'®mlfll➢d01H1 GG 274268 ` _ Mir eft m,vom Nov 5,2022 i u STATE OF'FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT { y y ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNPqS MY HAND N SEAL THIS 4DAY OF EFPFICIAL 2 0)D NIKKI ALVAREZ-SO ,C RK&COMPTROLLER �� ? ,/, BY DEPUTY CLERK rtu n i o`e y� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � Date Received: ��` y Site: Permit Type: Approved w/no comments.❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. LIAR 2 3 2020 Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 3/16/2020. Florida Building Code Online wra.. Business & t Professional Regulation BCIS Home Log In i User'Registration Hot Topics I Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map I Links I Search Florida ° Product Approval USER:Public User F.0 pr e&s'a c:t Product Approval Menu>Product or Application Search>Application List>Application Detail )OFFICEFL# FL1654-R26 SECfMTARY Application Type Revision Code Version 2017 Application Status Approved ALL WO RK SHALL COMPLY WITH P CODES FLORIDA BUILDING CODE,PREVAILING Comments NATIONAL ELECTRIC CODE, Archived i; AND THE CITY OF ZEPHYRHlL�S ORDINANCES Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, �L 33442 (954) 233-1330 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, Technical Representative TECH REP NAMNAL ELECTRIC CODE, Address/Phone/Email 1111 West Newport CenteWySHE CIT`(OF ZEPHYRHILLS Deerfield Beach, FL 33442aRDINANCES (866) 802-8017 IR 2 3 2020 uspolyglasstechnical@polyglass.cop�EVIEW ®AT HI Quality Assurance Representative QA REP PLAN EXCITY OF AMINER S Address/Phone/Email 1111 West Newport Center Drive ��N Deerfield Beach, FL 33442 (888) 410-1375 uspolyglasstechnical@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Lj 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 11/07/2022 Validated By John W. Knezevich, PE U Validation Checklist- Hardcopy Received Certificate of Independence FL1654 R26 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 hffps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhOo6QMca8vssFldmadTHfKA%3d%3d 1/2 3/16/2020 Florida Building Code Online ' ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 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 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R26 II 2019 10 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R26.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 application relates to Evaluation Reports one particular assembly over concrete deck. Refer to the ER FL1654 R26 AE 2019 10 FINAL ER PG MODBIT FL1654- Appendix for other systems and deck types. 2.) Refer to ER, R26.pdf Section 5 for other Limits of Use. 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.Copy.Light 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 a-mall 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 emaiis 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: ® M E Credit Card Sate hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%,2bnFgUPv2pw6pKxAhOo6QMcaBvssFIdmadTHfKA%3d%3d 2/2 NMEMO I etc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. PoLYGLAss ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CA1 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP,Elastoshield HT SBS-AA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Ibs/square Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes. Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Elastoflex S6 HP,Elastoshield HT SBS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 Torch-Applied (SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) SBS-SA-H Base Ply Elastobase SA Self-adhering (followed ISM,Self-Adhering,Hybrid Systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SAare limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid Systems) by torch-applied sheet) APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 81 �t ONEMOjetc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. POLYGLAss ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20 40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoshield HT G.Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA S6 HP,Elastoshield HT Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Ibs/square Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT SBS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 (SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film Torch-Applied backed) SBS-SA-H Base Ply Elastobase SA Self-adhering (followed ISM,Self-Adhering,Hybrid Systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Pius FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SAare limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid Systems) by torch-applied sheet) APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 81 _ONEMOjetc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: VAPOR BARRIER OPTIONS;STRUCTURALCONCRETE DEck;ADHERED INSULATION PER TABLE3A OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) # TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. PG100 Polyglass Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0 Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c. 17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Option# Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 CIS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL16S4-R26 Certificate of Authorization#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 81 ONEMOletc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: VAPORBARRIER OPTIONS; . DECK; OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. PG100 Polyglass Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 290.0 Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c. 17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Option# Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. MEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-1126 Certificate of Authorization#32455 E7-EDITION(2017)F8C NON-HVH2 EVALUATION Revision 24:10/14/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 81 3/16/2020 Florida Building Code Online ri—- enm im FLORIDA DLIPARTMour OF Business & Professional . 1 BCIS Home Log In i User Registration i Hot Topics ( Submit Surcharge Stats&Facts ( Publications Contact Us { BCIS Site Map Links Search i b a i i Product Approval •� USER:Public User an c^iaa s Product Approval Menu>Product or AD hcation Search>Application List>Application Detail • FL# FL5259-R29 y Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.coALL WORK SHALL Authorized Signature Maury Alpert �AT►��gL ORIDA SU 41P )WITH IaR��AJ`�H malpert@polyg lass.cMI)THE C7LECTRIC coo.,wis co G oRDIAiA l' DFZEPHYRF! Technical Representative TECH REP E$ LLS 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 ills West Newport Center Drive Deerfield Beach, FL 33442 REVIEW Dn (888) 410-1375 �`iTN®��EP uspolyglasstechnical@polyglass.co Category Roofing E40NEI Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 U 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 hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d°/*3d 1/2 3/,16/2020 Florida Building Code Online ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4474 2011 FRSA/TRI April 2012 2012 UL1897 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 FEE 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 4S5.275(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: ® ® ® mg Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%3d 2/2 MEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Polyglass USA,Inc. Evaluation Report P12060.02.09-1125 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 6"Edition(2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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: 'C _"'*•-,,.•..-+•.�,,. =tea..-�_ _ = •F u.'E�� V Robert J.M. Nieminen P.E. -" Florida Registration No.59166,Florida DCA ANE1983 r'f"•� +`"'` The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 10/14/2019.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. MEMO I etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC ONEMOletc. ROOFING COMPONENTEVALUATION 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 61 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 Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: gfliitf Examination Reference Date Enti 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 P44360.10.14-111 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 P30540.11.09-111 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) TA5 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(EVIL 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 MTI(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 MEMO(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-R3 11/26/2013 PRI(TST5878) Tensile Adhesion PRI01111 04/08/2002 ERD(TST 6049) Wind Uplift P11781.11.03-R3 11/26/2013 PRI(TST5878) 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 P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259•1329 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 2 of 16 NNEMOjetc. Enti Examination Reference Date Enti 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 FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.14 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.15 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet 4.16 Polystick IR-Xe ASTM D1970 FL, PA Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.17 Polystick MTS Plus TAS 103 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass fiber reinforced,surfaced with polyolefinic film surface NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate afAuthorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 3 of 16 NNEMO I etc. 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.18 Polystick MU-X ASTM D1970 FL, NV,PA Nominal 54-mil thick dual-layer rubberized asphalt (See Section 5.8) waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.19 PolystickTU 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 PolystickTU 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 S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO I etc.nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 "Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS 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-plysystem) (Base Sheet in 2-plysystem) - 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 (Base Sheet In 2-ply system) (Base Sheet in 2-ply system) NO NO NO 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 I 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,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization!132455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 4 of 16 (104 IVEMO I etc. 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 PolystickTU Max No Yes Yes (See 5.5.1) Yes No No PolystickTUP 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 Roof Tile Adhesive FL14506 Polystick TU Max or Polystick TU Plus Dow TileBond— FL22525 HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex G TU,Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP ICP Adhesives Polyset®AH-160 FL6332 Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule- ICP Adhesives Polyset®RTA-1 FL6276 Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: 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 Polystick(all variations), ASTM D41 structural concrete Mule-Hide SA-APP Ca self- ASTM C1289 Type II Class 1 polyisocyanurate,ASTM Sheet,Mule-Hide SA-APP or WB-3000 p adhering Insulation (Optional) D41 C1289 Type V polyisocyanurate-composite,DensDeck Cap Sheet(FR),Polyflex Prime or SECUROCK Gypsum-Fiber Roof Board SA P or Polyflex SA P FR Base N/A ASTM D226 felt,Elastobase,Elastobase P or Mule-Hide Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU,Elastoflex hot asphalt Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board S6 G or Elastoflex S6 G FR Base 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 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 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,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 6 of 16 ONEMOJeft. #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: it 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. NEW ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 7 of 16 ONEMO I etc. #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 an&12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #19 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #20 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter.tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEW ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorizotion#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 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 underloyment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #26 Maximum Design Pressure'=-67.5 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. NEW ETC,LLC, Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FUC NON-HVH%EVALUATION FL5259-RZO 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #31 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #32 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #33 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. _ #34 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NENIO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-929 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. MEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 670 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1329 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 11 of 16 ct4)NEMOJetc. #42 Maximum Design Pressure=-105.0 DO: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #43 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 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 DO: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps- Base Ply: Polystick MTS Plus,self-adhered Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #46 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #47 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEW ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 12 of 16 MEMO I etc. #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 56 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) 5.81 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 13 of 16 ALAI WNEMOJetc. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 HydraGuard Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 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. MEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6TM EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 14 of 16 ONEMOje-ft. 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 'r . e'- '< -accordance with Polyglass requirements to ensure full contact ' ` . and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Pro, align the edge of the to sheet to the end of the glue .. P g = pattern(the sheet will overlap the fabric). f • 1'. �B 2 V' 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. NEW ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 15of16 + L O.NEMOjetc. 6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04- 12)beneath mechanically fastened or adhered tile roof systems(Refer to Table 2 for base sheet options). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12)beneath mechanically fastened tile roof systems(Refer to Table 2 for base sheet options). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide,off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail-boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 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 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ9 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 16 of 16