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Home My WebLink AboutAPPROVE,D POLYGLASS MTS UNDERLAYMENT - PRODUCT APPROVAL.pdfFlorida Building Code Online MIS Home Log In User Registration Hot Topics Submit Surcharge Stats A Facts Publications Us MES Site Map, Search ProductApproval USER: Aubli[ll5er dbproiv--) t-Contact � dunks Pi rs Product Anf2roval Mena > prgdu[t or gpplicatlon Search a 8Rplltanon List a Application Retail FL # FL5259-R31 Appllcatlon Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center drive Deerfield Beath, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert ma(pert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive ❑eerfieid Beach, FL 33442 (866)802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 u s p otyg I as stechn ica I @ polygIass. com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/21/2022 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) sLool mqgyAlxlj■ wing r.l Standard Year ASTM D1970 2015 ASTM D225 2009 ASTM D4798 2011 ASTM D6163 2015 ASTM D6164 2011 ASTM 06222 2011 ASTM D6509 2015 _- L.-.... A_a A. w.AA:.........Ir.;f ...... ,a*1An_" Of non CF. ..ti......:c1 r:..<W'x...w n.a Gin a ..n 21412021 Florida Building Code Online FM 4474 2011 FRSA/iRI, Sixth Edition 2018 UL 1897 2015 Equivalence Of Product Standards Certified By Sections from Me Cade Product Approval Method Method 1 Option D Date Submitted 10/22/2020 Date Validated 10/26/2020 Date Pending FBC Approval 11/01/2020 Data Approved 12/15/2D30 Date Revised 12/21M20 Summary of Pro ucts FL # Model, Number or Description Name 5259.1 Roof Roofing undetlayments Underass Underiaymen[s Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes q$,g1 Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Parry: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to One particular FL5259- undedayment system for use in Hie roof R31.oda systems. Refer to ER Section 5.8.3 for other i Created by Independent Third Party: Yes . systems and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. - Come. us ]apz aal. Pnae R.n FL mn9 mnw: esO.197.182a me Stan of Hands IS an WEED andloye[ [q IjgM ]OOJsinl+e_dp of Fle K: pnve[r Stet miss WM :: p[res ruStatement lends law. emell addresses arc walk rttvNs. If you do not wan[ your a mall eddmss nleeaaa In response to a Isom means rtouen, do not sendNsctnnl[ produce Approval Accepts: EEE)® EE12 Credit Card Safe If you arc a plasmas under Cllechr 455, FS., please NEMO I etc. Cardinarc of Authorizarloa #32455 353 Christian Street, Unit #13 Oxford, CT 06478 0 (203)262-9245 ENGINEER EVALUATE TEST CONSULT �"'f�Jt' E•\EfN�.'i`I'�bA+ 4A�15P-�g Polyglass USA, Inc. Evaluation Report P12060.02.09-1127 1111 West Newport Center Drive FL5259-1331 Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009 (954) 233-1330 Revision 27: 09/30/2020 SCOPE: This Evaluation Report is issued under Rule 61G203 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 7" Edition (2020) 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 and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance orthe production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOI 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. haspsc i 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 17 Prepared by: F'k'+ngiL ,o*e, Robert J.M. Nleminen, P.E. Florida Registration No. 9918E, Florida DCAANE3983 wassem asanalka4hy based med .W,.,,,,,,,.•• Thebesl20, mat Flaundoes not ociseent. ovAo/:oio, ms eeea nae,erve as an •Iea,•mcapsirnea eoow•ent. CERTIFnAnon of lxoEPenoeN[e: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products It evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen, 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 Nleminen,P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nleminen, P.E. are, in any way, the Designer of Record for arty project an which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02019NEMOETC,UC ONEMOletc. ROOFING COMPONENT EVALUATION: :Xdopla, 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 7" Edition (2020) 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. Section Property Standard year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL1897 2015 1507.1.1/R905.1.1 Material standard ASTM D226 2009 1507.1.1, 1507.2.4,1507.2.9.2/ Material standard ASTM D1970 2015 R905.1.1, R905.2.8.2 1507.3.3/ R905.3.3 Material standard FRSAfFRI, Sigh Edition 2018 1507.11.2/ R905.11.2 Material standard ASTM 06163 2015 1507.11.2/ R905.11.2 Material standard ASTM 06164 2011 1507.11.2/ R905.31.2 Material standard ASTM D6222 2011 1507.11.2/ R905.11.2 Material standard ASTM 06509 2015 TA5110 Accelerated Weathering ASTM D4798 2011 Entity Examination Reference Date Entity Examination Reference0 so EPD PST 6049) Wind Uplift 11757.08.01-1 OB/33/d001 ERD ITST 60491 30/90pM1yeii,als PLYG-S(31900.0.11 03/0i ERD ITST Was) Wind Upfft 11776.06.02 01/16/2003 ERDITST60491 TAS 103 PLYGSC1il15.O0.11 08/08/2017 EROn!m6U9) Wind UpllN P1740.01.07 O1/0412007 ERO(TST 6049I TAS 103 PLYG-SC13035.08.17 10/31/2017 ERD ITST 6049) ASTM GIWO P5110.04.07-1 041 FM(Truln) Wind Uplift 300 MI 01112120M ERG (TST 6049) Wind Uplift P9260.03.08 03/2U2U8 IOC-ESIEVL2396) IBC Compliance UR-1697 04/01/2019 ERD ITST 60491 Wind Uplift P30540.11.09-111 11/30/2009 M-D(CER 15921 HVHZCompllance NOA 17-0614.22 07/06/2017 ERO(TSTG0491 Tenslla Ppli P11030.11.09.1 11/30/2009 MTI IT5T 2508) ASTM D4798 2R2VM7A 04/m/2008 Ego ITST GUAR Wind Uplift P31030.11.0A-2 11/30/2009 NEMO(MT60491 ASTM D1970 a-PLYG-18-054.03.10 03/29/2018 ERG (TST 80491 ASTM 34977 P11030.11.09-3 11/30/2009 NEMO(TST6049) Wind Uplift 44PLYG-18-003.01.19 01/21/2019 Ego (TV 6049) ASTM D1970 P33360.06.10 %125/2010 NEMODST60491 ASTM D6163 xe-PLYG-18A02d1.19-A 01/24/2019 Ego(TST 61 TM 103 P3337043.11 WADZ/2011 NEMORST6049) ASTM 06222 4SPLYG-18002A5.19C 0520/2019 ERG[M 6049) Tensile Adhesion P33370.114.11 04/26/2013 NEMO(TST60491 ASTM D1970 4FPLYG-19.IIUDL-0OA 09/10/2019 Ego (FIT 6049) ASTM01970 P37300.10.11 10/19/2011 memo inst eci TAS am 45-PLYG-18-00410.19G 10/08/200 ERG(M 6049) TAS 103 P40390.00.12-1 OB/0620II MEMO(M 6p69) TAS 1113 4SPLY(-1841W.10.194 10/U/E09 ERD ITST 6049) Tensile MM1eslan P4U3e0all.12-2 00/07/2012 NEMO(TST sal TAS 103 4SPLYG-18004.10.19a. 20/0/2019 ERD IM 6049) Tensile Adhesion 041420.09.12-3 09/11/2012 NEMOITST6049) TAS 103 4FPL(G-I9-SSUOL-01A 10/10/2019 ERDITSTMN9) Wind UNIN P39600.03.13 03/D412013 NEMDIRT6919) TAS 103 4SPLYGd8-004.12.19-F 12/18/2019 ERD ITST 60491 ASTM 01970 P45370.04.13 04/26/2013 MEMO PRF 60491 Ties Us 4j-PLYG-I9-MUOL-02A 02/02/20M EAU mar Mae) Wind Uplift P1730AL07-02 Da/2912013 NEMORST60491 ASrM D1970 45-PLYGs4�01.NM OV1412020 ERG ITST 60491 Wind Uplift 11757.04.01.3-111 04/30/2013 NEMO(IIT6049) ASTM D1970 4SPLYG10O%A1.2aK OU14/20M ERD frat 6049) AMA D6164 P37590.03.OAA 05/O6/2013 NEMO(T5T6049) Ties VAR R5PLYG-18L04.01.20A 01/16/2020 ERD ITST 0491 ASTM D6509 P37590.03.13-1-R1 06/26/2013 1AMOMT6049) ASTM 06164 45-PLYG-I84](4.01.20.8 01/16/2020 ERDITST649) Wind Uplift P41630.00.13 0/06/2013 NEMODST6049) ASTM D6222 45-PLY.28.2.12.19 K-R3 01107/2020 ERD (TST 6049) ASTM W601 P45940.09.13 09/0412013 NEMOFTD6049) Ties 103 PLYG-SC35855.05.20A 05/29/2020 ERG ITST Was) Wind Uplift P31751.05.03 R1 11/26/2013 NEMORST6049) TM 103 4j.PLYGQUSSUDL01 07/06/2020 ERD ITST Was) Wind Uplift P31701.11.03 R1 11/26/2011 NEMOITST6049) ASTM D6222 4q.PLYG-I9-SSM0805.A 07/23/2020 ERG BST 049) 30/90 physicals P452IDA5.14 05/122014 NEMOBST6049) ASTM 0479SID1623 4R'PLYG-19 SSUDLOSA 0910/2020 ERD (r9T 6049) TenNl<odshnion 601 09/00/2014 MEMO (TST 6049) ASiM01970 41-PLYG-20-5SUDL-05A 09/30/2020 EROITST6049) Tenslleadheslon 6020.09.14-6 09/082014 NEMOma&0a9) TAS 103 4FPLYG20.SSUDL-05.0 O9/30/2020 ERG (TST 6049) Tensile adhesion P46520.10.14 10/03/2014 NEMO(TST6049) TAS 103 4}PLYG4O#UOL31 U/302020 MEMO ETC, I.I.C. Evaluation Report P32060=09-1127 CerOF@erc 4/amhemtkn K32455 7'nEDITION (20201 Fee NDN-HVHZ EVALUATION FL5259-101 Polyglass Roof Underlayments Re Sion 27:09/30/2020 Page 2 of 17 Entire Era aftasr n of rent, Date Entry framinatl0n Ego (IST6049) ASTM DISN/M79L P43290.10.14 10/17/2014 PRI pR 5878) Tensile Adhesion ERO(r5T6049) TM 103 PLYG.SCSSO.03.15 03/24/201S PSI (f5T 5878) TAS 10 ERO TST 6049) Tensile adhesion P40390.04.15 W/03/2015 FRI(RT 5878) TAS 103 ERO TST 6049) TAS 103 P44360.10.14-RI 05/10/2015 FRI(FST 5878) TAS 103 ERD FM 6049) wind Uplift PLYG.SCBKFS.05.161 05/17/2016 Pro (T45878) ASTM D6222 ER0 UST 6049) WM01970 PLYG-500130A6.16-1 W/27/2016 FRI(M 5878) ASTPA D6164 ERD(M 60491 Tense adhesion PLY6-SCID130.(A6.1G2 06/27/2016 Po dassuSA PAAXldavlt ER0psr6W9) TAS 103 PLYG-SCIOVID.M.W3 %/27/2016 P.wlass USA Materials Affidavit ERD(TSr G049) ASTM D397waO98 PLYG-SC8000.07.16 0/16/2016 UL(QUA9625) Quality Control ERD (T5r 6049) wind Uplift PLYG.SC12025.10.16 10/12/2026 UL(QUA952S) Quality C0ntm1 Ego [TST 6049) TAS 103 PLYG-X13040.12.16 12/27/2016 UL(QUA9625) Quality Contml B 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 ONEMO I etC. Forenoon, Date PRID1111 04/0/2002 PUSA-018 02-01 W/14/2003 PUSA-03542-01 03/29/2006 PUSA.055-02-02 12/10/2007 PUSH-061-02-02 O3/z0/2000 PUSH(UsG2-01 0/2912M Mule-Ulde Crass Ug Witri 2000 PoNsaik Compound 0/18MIl servitt Confirmation(n) W/13/2018 XMte ConRmutian pxl 11/07/2019 Florida BC15 Curren, .:T•i�a L9iID7¢{Ailkiil}�F Product Material Standard Plant(s) Description Elastabase ASTM D6163 FL Fiberglass -reinforced, SBS modified bitumen base sheet Elastobase P ASTM D6164 FL Polyester -reinforced, SBS modified bitumen base sheet Elasto8ex 56 G ASTM D6164 FL, PA Polyester -reinforced, SBS modified bitumen cap sheet FRSA/TRI 09-18 Elastofiex 56 G FR ASTM D6264 FL Polyester -reinforced, SBS modified bitumen cap sheet FRSA/TR109-18 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual -layer rubberized asphalt FRSA/TR109-18 waterproofing membrane, fiberglass reinforced, with a polyester fabric surface Mule -Hide SA-APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI 09-18 Mule -Hide SA-APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet (FR) FRSA/TRI 09-18 PolyflexG ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet for FRSA/TRI 09-18 use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI Florida Nigh Wind Concrete and Cloy Roo/Tile Installation Manual, Sixth Edition beneath mechanically fastened or adhered tile roof systems Poly flex G FR ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet for FRSA/TR109-18 use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition beneath mechanically fastened the roof systems Polyfiex SA P ASTM D6222 FL, TX Polyester -reinforced, APP modified bitumen cap sheet FRSA/TRI 09-18 Polyfiex SA P FR ASTM D6222 FL, TX Polyester -reinforced, APP modified bitumen cap sheet FRSA/TR10948 Polyglass Base ASTM D6509 FL Fiberglass -reinforced, APP modified bitumen base sheet Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass -reinforced, asphaltic base sheet NEMO ETC, U.C. EvaluaUan Report P12060A2.09-R27 CerU/km[o/AmMlarion 932455 Tn. EDITION (2020)Fiat NON-HVHZ EVALUATION F0259-R31 Potyglasr Rpof Underla imam, Revise.. 27: 09/30/2020 Page 3 of 17 NEMOletc. r,i i7(ahUlo:�I❑ild dPq fei dP - - - Product Material Standard Plant(s) Description 4.15 Polystick lR-Xe ASTM D1970 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface 4.16 Polystick MTS Plus ASTM D1970 FL, NV, Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 PA,TX membrane, glass fiber reinforced, surfaced with polyolefinic film surface 4.17 Polystick MU-X ASTM D19702 FL, NV, PA Nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface 4.18 Polystick TU Max ASTM D1970 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane with a 290 g/m2 polyester fabric surface 4.19 Polystick TUP FRSA/TRI 09-18 FL, PA, TX Nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface 4.20 Polystick TU Plus ASTM D1970 FL, PA, TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TRf 09-18 membrane, glass Fiber reinforced, with a polyester fabric surface 4.21 Polystick XFR ASTM D1970 NV,TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TR109-18 membrane, glass fiber reinforced, surfaced with textured film surface 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use offoam plastic insulation. 5.5 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 an this evaluation combined with supporting data for the prepared roof covering. I Polystick MU-Xhasheenfound through comparative testingtohave aiesserroefficlentoffricdon than ASTM D226mofn9feft In a drymndidan tested at standard laboratory mndldons. Agreement between purchaser and seller, as setforth In Section 4.3, Note I afASTM D1970-15, should be established as to slip resistance. NEMO ETC, LLC. Evaluation Report PIZO60.02.09-1127 Cenlpmte ofAuthonrallon A32455 7-EDITION 1202al FOC NON-HVHZ EVALUATION F0259-R31 Polyglass Roof Undedayments Revision 27:09/30/2020 Page 4 of 17 ONEMOjetc. 5.6 Allowable Roo( Covers: TABLE 1: ROOF COVER OPTIONS Clayand Concrete Tile Metal slate or Wood As halt P 115023J SlatcType Undedayment shingles Mect nlgl Adhesive- Panels Shingles Shingles Shingles Shakes(sso]s) (t60] 'O Attaxh sat Nm].q Palos) psm.» OSD]al Yes Yes Yes Yes Yes Yes Yes Yes Elastobase wn•mem lnunS In.9en. (axe—ee on—meto IMerml<ra IRlnrrurnruoe56, IRl..ruoSM. DRyrypnl ..0 .11.31 romrae111 DII6TWee1 Dv4M1YN Tr I Teats Yes Yes Yes Yes Yes Yes Yes Yes ElastobaseP I.. (.a.nsn..r, I...sn.... Pr.r,r.r.ro wo-a.,a Prnnue. Du.mwl. ovq Wr.rnn.mo23a. 07241ypa1 Sn5N1 Inw) D RTemal 1:e26.TypePo WILTneal T m To"m Yes Yes POlyglass Base No lale.usha.t. Ineanpen. No No No No No .,a,l seessl) Yes Yes P0lyglass G2 Base No Ina.e Rna h.esnshnt No No No No No Sn Sl.sl Sn58a1 Elastoflex 56G No Yes No No No No No ISeYes611 Elastoflex5 GG FR No Yes No No No No No No Yes Yes HydraGuard Dual Pro Yes No No Yes Yes Yes UoMnnq.ISal.l.1] UoinSnrq, W>.1.1.3 /Re05.1.1.31 /RMs.13. Yes Yes HydraGuard Tile Pro yes yes yes Yes Yes Yes BpntntlpL I50LLLs UmnuMq, ISDLLL3 oae 5.6.1) /all"53) /tae't5.31 Mule -Hide SA-APP Cap Sheet No Yes Yes No Na No No No (See56.1) Mule SA-APP Up Sheet (FR) No yes Yes No No No No No -Hide (see s.6.11 POlyflexG No Yes No No No No No ISeY561) PolyflexG FR No Yes No No No No No No POIyRex SAP No Yes Yes (5ee5.6.11 No No No No No Polyflex SA P FR No Yes IseYes.11 No No N0 No No Yes Yes Polystick lR-Xe, No No No No Yes gyypq,wLl.0 Bxmurb4sS01.Ln lose.LLal 1..131 yes Yes Polystick M6 Plus Yes No Yes Yes Yes laa,rtwpLmr..r. U.InrmM.Ism.Lu /Rms.ul /wml.ul rNo Yes Yes Polystick MU-X No No Yes Yes Yes beee Roax". IIoRe.np..1.Ia /nap5.1.13 /RSY S.IdI Yes Yes Pol ick TU Max Yes Yes Yes Yes NDystisess.6.1) /Re]S.L131 /R9M.1.131 Yes Yes Polysdek TUP No Yes yes No No No liaaarrlpr.zsM.Lu Boaam axa.s.0 Isee56.11 /R9K1131 /R%Il.lal Yes Yes Polystick TO Plus Yet Yes Yes Isees.6.1) Yes Yes Yes 9..apnsm S.Lu BeeauroRletal" /nea5.1.131 /RFS.LI,31 Yes Yes Polystick XFR Yes Yes No Yes Yes Yes gmmdp..lsm.Lu uawnML ISDLI.Is /R5p5.L1.11 /Rpos.l.l.31 NEMO ETC, I.I.C. Evaluatl0a Report P12o60.02.09-R27 Cenlfleoeeefnuthoroobn x32455 forEDITION (2020)FOC NON-HVHZ EVALUATION FL5259.831 polYglass Raof Underlaymepts Revision 27:09/30/2020 Page 5 of 17 NNEmo I etc. 5.6.1 Adhesive -set tile is limited to use of the following underlayment /tile -adhesive combinations. TABLE IA: ALLOWABLE UNDERLAYMENT/TILE-ADHESME COMBINATIONS2 Underlayment Adhesive Florida Product Approval Polystick TU Max or Polystick TU Plus DAP Foam'Touch'n Seal S..Band Roof Tile Adhesive" FL14506 HydraGuard The Pro, Polynex SA P, Polystick TU Max, Polystick TU P or Polystick Dupont -Tile Bond"' Roof Tile FL22S25 TU Plus Adhesive" Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA- ICP Adhesives and Sealants APP Cap Sheet (FIR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, "Polysete AH-I6D" FL6332 Polystick TU P or Polystick TU Plus ElastoRex 56 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA- ICP Adhesives and Sealants APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, "Polysete PTA-1" FL6276 Polystick TU P or Polystick TU Plus 5.7 Allowable Substrates: TABLE 2: SUBSTMTE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates (designed to meet wind loads for project) Underlayment Application Type Primer Materlal(s) HydraGuard Dual Pro, IOptlonal)ASTM plywand,OSB, Southern Yellow Pine or Huber Engineered HydraGuard Tile Pro, Polystick IR- Deck/ D41 Woods"ZIP System- Panels Xe, Polystick NITS Plus, Polystick sheathing ASfM D41 structural concrete MU-), Poh/stick TU Max, self- ASTM C3289Type II Class 1 polyisoryanumte, ASTM polystick TU P, Polystick TU Plus, adhering Insulation (Optional) ASTM C1289 Type V polyisoryanumte<omposBe, DensDeck Palystick xfR, Mule -Hide SA-APP D41 or WB-3000 Prime or SECUROCK Gypsum -Fiber Roof Board Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P or Sheet N/A ASTM D226, Type llfelt, Elastobase, Elastobase PorMule- Polyflex SA P FR Base Hide Nall Base Deck I ASTM D41 structural concrete Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board Elastotlex S6Gor Elastoflex S6G hot asphalt D41 FR ASTM D226, Type II felt, Elastobase, Elastobase P, Mule - Base Sheet N/A Hide Nail Base or Polyglass G2 Base Deck ASTM D41 structural concrete Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board torch- Polyflex G or Polyflex G FR applied D41 Elastobase, Elastobase P, Mule -Hide Nall Base, Poyglass Base Sheet N/A G2 Base or Polyglass Base r Refer to Tile Manufacturer's or Adhesive Monufacturels Florida ProductApproval far Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report P3206o.0L09-R27 CertlQmreojAurMNVWnp3I<55 3'"EDITION (2020)FOC NON-HVHZ EVALUATION FUZ59-R31 POIyEIav; Raof Underlaymerdx ReWskm 27: 09/30/2020 Page 6 of 17 ON EM0 I etc. 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be In accordance with the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturers installation instructions, but — for mechanically attached base sheets - not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,Table l(forTwo- Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Aoolicatlons: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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). 5.8.3.1 Direct -to -Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSAfrRI Florida High Wind Concrete and Cloy Roof Tile Installation Manual, Sixth Edition, Appendix A, Table lA or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-52.5 Itsf: Deck: APA noted.7/16 CAT,0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min. Pinch wide strips of Elasto0ex SA-V over all OSS joints Base Ply: Polystick MTS Plus, self -adhered. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet FR), POIyRBK SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #2 Maximum Design Pressure =-90 osf Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer. None Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), 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.15/324rich plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100or ASfMD41 Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet jFR), Poly0ex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Potystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x IH' ring shank nails through 32 Be, 1-51r diameter tin raps spaced 12-inch o.c. #4 Maximum Desien Pressure=-205 psi: 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), Poly0ex 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 1W dng shank nails through 32 ga., 1-5/V diameter tin caps spaced 12-inch o.c. NEMO ETC, Luc. Evaluatlon Report P32060.02.09-R2I CmjkoftofausM1wYouonp SS 7- EDITION (2020) FBC NON-HVHZ EVALUATION FUZ59-R31 Polyglass Roof Undedayments Revision 27:09/3012020 Page 7 of 17 NNEW10letc. #5 Maximum Design Pressure =-135 psf: Deck: MIn.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG 100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self -adhered. Joints: Min.4-Inch wide strips of Elastofiex SA-V over all plywood joints. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FRI, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #6 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG10U or ASTM 041 Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Fit), Polyflex SA P, Polities SA P IF, 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: PG300 or ASTM D41 Undedayment ElastoRex S6 G, applied In full mapping of hot asphalt or Polities G, torch -applied. #8 All other direct -deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically ktuched Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 2609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN51/SPRI WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #9 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 tap surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cop nails Spacing: &mch o.c. at 3-inch wide side laps and 6-inch D.E. 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 (Fill, Polyflex SA P, Poyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #10 Maximum Design Pressure=-37.5 psf: Deck: Min.15/32inch 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 &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 (Fix), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. fill Maximum Design Pressure-37.S psf': Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-Inch head diameter round metal cap nails Spacing: &inch o.c at the 3-inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment ElastoRex S6 G, applied In full mapping of hot asphalt. Evaluation Report P32060.02.MA37 NEMO ETC, LLC. F15259-1131 h tkonayAvrhwact0132455 PuEDITION (292o) FBC NON-HVHI EVALUATION revision 2>:09/30/1030 Palyglaxs Roof Uttleflayments Pagegof37 ONEMOletc. 012 Maximum Design Pressure =-45 osf Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inchx3/8-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 underayment only) Polystick NITS Plus, self -adhered. Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P Fit, Polystick TU Max, Polystick TU P or Polystick TO Plus, self -adhered. N33 Maximum Design Pressure =-45 osfa: Deck: MIn.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type ll 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 raps 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 NITS Plus, self -adhered. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyfex SA P FR, Polystick TO Max, Polystick TU P or Polystick TU Plus, self -adhered or Elastoflex 56 G, applied in full mopping of hot asphalt. 914 Maximum Design Pressure=-45 osf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction Of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAU Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 184nch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 415 Maximum Design Pressure = -45.0 osf: Deck: APA rated,7/16 CAT,0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction Of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 12 ga. annular ring shank nails with 1-5/8' diameter tin caps Spacing: 6-inch o.c. at the 34r ch wide side laps and 6Anch 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. #16 Maximum Design Pressure = -45.0 Is : Deck: APA rated, 7/16 CAT,0.419 in., Exposure 1, O58 sheathing to meet project requirements to satisfaction of4uthority Having Jurisdiction. Base Sheet: Elastobase(sand tap 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 56 G, applied in full mopping of hot asphalt. #17 Maximum Design Pressure = -45.0 psF: Deck: APAmted,7/16CAT,0.418 in., Exposure l,OSB sheathing to meet project requirementsto 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: &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. g18 Maximum Design Pressure=-52.5 osf: Deck: MIn.15/32-Inch plywood To meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot -asphalt Or torch -applied cap or poly -film surface for torch -applied cep) Fasteners: Simplex MAU Cap Fasteners Spacing: 9-Inch o.c. at the 2-Inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping Of hot asphalt or Polyflex G, torch-applled. NEMO ETC, U.C. Evaluation Report 1`12060.02.09.827 CEm%xrW ofAutMrkariOn p32155 7' EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayment, RmRlon 27:09/30/2020 Page 9 of 17 NNEMOjetc. 029 Maximum Design Pressure=-52.5 psF: Deck: Min.15/32-Inch plywaod 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: &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-atlheretl. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Fill, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. U20 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 Nalls Spacing: 6-Inch D.C. at the 3-Inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure=-60 psf: Deck: MIn.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-Inch long x 3/8-inch head diameter annular ring shank rooflog 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. N22 Maximum Design Pressure =-60 psf: Deck: MIn.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having JImsdlction. Base Sheet: Elastobase(sanded tap surface tofhot-asphalt or bush -applied cap or poly -film surface fortorch-appliedcap) 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 12) equally spaced staggered center rows. Underlayment: Elastofex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 or Mule -tilde Nail Base (poly -film top surface) Fasteners: Simplex MAX% Cap Fasteners Spacing: B-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 AS TM 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 (Fit), Polyflex SA P, Polyflex SA P Fit, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. N24 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 sec. at three (3) equally spaced staggered center rows. Underlayment Elastoflex 56 G, applied In full mopping of hot asphalt. #25 Maximum Design Pressure =•60.0 psf: Deck: APA rated,7116 CAT,0.418 in., Exposure 1, 055 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, torchapplied. NEMO ETC, U.C. Evaluation Report P32060.02.09-R2) coolkvte OfAUMw4olion p33455 7' EDITION (2020) FRC NON-HVHL EVALUATION fl5259-R31 Polyglass Roof Underlayments Revision 17:09/30/2020 Page 10 of 17 GNEmoletc. #26 Maximum Design Pressure=-67.5 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base (requires use oftorch-applied underlayment) Fasteners: 12 ga. x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roafng 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 S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. #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 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 mays. Primer: (Optional) PGI00 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, Polystickm Max, Polystick TU P or Polystick TU Plus, self -adhered. #28 Maximum Design Pressure=-67.5 osf: Deck: APA rated, 19/32 CAT, 0.578 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate Installed 1800 into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 44nch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment Elastoflex 56 G. applied in full mopping of hot asphalt. #29 Maximum Design Pressure =-67.5 osf: Deck: APA rated, 19/32 CAT, 0.578 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 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-applletl. #30 Maximum Design Pressure =-75 osf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Polyglass G2 Base or Polyglass Base (requires use of torchapplled underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG #14 HO with OMGr Galvalume Steel Plates, OMG Roofgrip N14 with OMG Flat Bottom Plates (AmuTrac), Trufast HD with Tmfast 3Anch Insulation Plates or Simplex NUW Cap Fasteners Spacing: 30-inch o.c. at the 44nch wide side laps and 30-Inch o.c. at three (3) equally spaced staggered center news. Undeflayment Elastoflex S6 G, applied In full mapping of hot asphalt or torch- applied or Polyflex G, torch -applied. #31 Maximum Design Pressure=-90 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded tap surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Ni Cap Fasteners Spacing: 6-inch o.c. at the 2-Inch wide side laps and 6-mCh D.c. at two (2) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. #32 Maximum Design Pressure =.90 osf: Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet Elastobase (sanded tap surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roafgrip 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 Oc. at three (3) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G. torch -applied. NEMO ETC, LUC. Evaluation Report P32060.02.09-R27 halms ttP/Aurave,od 932455 7" EDITION (20201 FBC NON-HVHZ EVALUATION FL9259-1131 Polyglass Roof Underlayme o, Revision 27: 09/30/2020 Page 21 of 17 ONEMOletc. #33 Maximum Design Pressure = -90 psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase(sanded tap surfacel Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-Inch D.C. at the 4-Inch wide side laps and 6-Inch D.C. at three (3) equally spaced staggered center rows. Underlayment: Elastoll56 G, applied in full mopping of hat asphalt. U34 Maximum Design Pressure =-90 psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass 62 Base or Polyglass Base (requires use ofrorch-applled underloyment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgnp#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Planes or Simplex MAXX Cap Fasteners Spacing: 9-inch D.C. at the 4-Inch wide side laps and 9-Inch D.C. at four (4) equally spaced staggered center rows. Undedaymenb Elasto0ex 56 G, applied In full mopping of hot asphalt or torch -applied or PolyRex G, torch -applied. 835 Maximum Design Pressure=-90.0 psf: Deck: APA rated, 7/16 CAT, 0.418 In., Exposure 1, OSB sheathing to meet project equirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elaslobase 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 hales of the plate, parallel to the width -direction of the sheet Spacing: 94nch D.C. at the 2-inch wide side laps and 12-inch D.C. at two (2) equally spaced staggered center rows. Primer: PG1DO or ASTM 041 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self -adhered. Undenaymenb Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), PolyRex SA P, PolyRex SA P Fit, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #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 ofAulhority Having Jurisdiction. Base Sheet: Elastabase(sand tap surface) Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per place Installed 180" into the holes of the plate, parallel to the width -direction of the sheet Spacing: 9-inch D.C. at the 2-Inch wide side laps and 12-inch D.C. at two (2) equally spaced staggered center rows. Underlayment: Elasto0ex S6 G, applied in full mapping of hot asphalt. M37 Maximum Design Pressure =-90.0 psf: Deck: APA rated, 7116 CAT, 0.418 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elaslobase or Polyglass Base Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 1804 into the holes of the plate, parallel to the width -direction of the sheet Spacing: 9-Inch D.C. at the 2-inch wide side laps and 12-Inch D.C. at two (2) equally spaced staggered center rows. Underlayment: PolyRex G, torch -applied. N38 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elaslobase or Mule -Hide Nall Base(polyAlm 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 D.C. at the 4-inch wide side laps and 4-Inch a, 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 FIR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. MEMO ETC, Mt. Evaluation Report PUGSO.02.09-R27 Ceai7irvMefAuUloorlon Y32455 7r"EDITION (2020)ABC NDN-HVHZ EVALUATION R-5259-1131 Polyglass Roof Underlayments Revision 27:09/3012020 Page 12 of 17 NNEMOletc. #39 Maximum Design Pressure =-97.5 osf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nall Base (poly -film top surface) Fasteners: Simplex MM Cap Fasteners Spacing: finch D.C. at the 4-inch wide side laps and 6-Inch D.C. at four equally spaced staggered renter rows. Primer: PG 100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self -adhered. Underlayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Fit), Polyflex SA P, Polyflex SA P Fit, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #40 Maximum Design Pressure=-97.5 psf: Deck: APA rated, 19132 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet Elastobase (sand top surface) Fasteners: Simplex MAX%Cap Fasteners Spacing: 6-Inch D.C. at the 4 mch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #41 Maximum Design Pressure=-97.5 osf: Deck: APA rated, 19/32 CAT, 0,579 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. #42 Maximum Design Pressure =-105 psf: Deck: Min.15/324nch plywood to meet project requirement: 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 up) Fasteners: Simplex MAXX Ca p Fasteners Spacing: 6-inch D.C. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #43 Max' mum Design Pressure = -105.0 psf: Deck: APA rated,7/16 CAT, 0.418 In., Exposure 1, 058 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 screws per plate installed 180' into the holes of the plate, parallel to the width -direction of the sheet Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch D.C. at three (3) equally spaced staggered Center rows. Primer: PG300 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick NITS Plus, self -adhered. Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (Fit), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. 044 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 hales of the plate, parallel to the width -direction of the sheet Spacing: 6-inch D.C. at the 4-inch wide side laps and 6-inch D.C. at three 13) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied in full mapping of hot asphalt. MEMO ETC, LLC EwlaaUon Report P32060.02.09.RZ7 re2([ar, afAurhor4nxv#324S5 7"EDITION (2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Fluor Underlayment Revision 27: 09130/2020 Page 13 of 27 NNEMO I etc. #45 Maximum Design Pressure = -105.0 Its Deck: APA rated,7116 CAT, 0.418Im, Exposure 1, OS8 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 Finch o.c. at three (3) equally spaced staggered center rows. Underlayment Polyflex G. torch -applied. 046 Maximum Design Pressure = -112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-Inch x 3/8-Inch head diameter annular ring shank mofing nails at 1-5/8-Inch diameter tin caps Spacing: Finch o.c. at the 4-Inch wide side laps and 6-Inch o.c. at four(4)equally spaced staggered center rows. Primer: PG10D 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, Palystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered. #47 Maximum Design Pressure =-120 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly-fllm surface for torch -applied cap) Fasteners: OMG R12 Standard Roolgrip 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. Undedaymenl: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. R48 Maximum Design Pressure=-120 psi: 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 Trubst R14 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 56 G, applied In full mopping of hot asphalt. #49 Maximum Design Pressure=-127.5 osf: Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surfacel 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 ox. at four (4) equally spaced staggered center rows. Primer: PG30D or ASTM 041 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 Palystick TU Plus, self -adhered. #50 Maximum Design Pressure=-127.5 osf: Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa -Fan 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 S6 G, applied in full mopping of hot asphalt. N51 Maximum Design Pressure=-127.5 osf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Vern -Fast Fasteners &Plates with one (1) screw per plate, In the center hole. Spacing: 9-inch o.c. at the 4Anch wide side laps and 9-Inch o.c. at four (4) equally spaced staggered center rows. Underlayment Polyflex G, torch -applied. NEMO ETC, I.I.C. Evaluation Report PIZDED.OZ.09.RZ7 Cerruiirate wAudwOonov AR455 7a'EDRION (102U)FBC NON-HVHZ EVALUATION F35259-R31 Polyglass Roof Undedayment5 Raoll.n 27:09/30/ZD20 Page 14 of 17 *NEMO I etc. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underayment Prepared Roof Cwer Installation Type Maximum E<pomre (days) Elastobase, Elastobase P, Palyglass G2 Base or Palyglass Base Mechanically attached 30 Polystick lR-Xe or Polystick MU.X Mechanically attached 90 HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick FATS Plus, Polystick TU Max, Polystick TU P. Palystick TU Plus or Polystick XFR My type (perTable 1) 180 Elastoflex S6 G, Elastoflex S6 G FIR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex G, PolyflexG FR, Polyflex SA P or Polyflex SA P FR Adhesive -set tile mufsystem 180 Mechanically attached UNLIMRED 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment In direct -deck the roof 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRER -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Staging Slope Elastoflex S6 G or $6 G FR Flat or Lugged 6-tile stack (4 over 21 Prohibited without battens HydraGuard TIIe Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polyflex G or G FR Flat or tagged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack i4 aver 2) 4:12 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6tile stack (9 over 2) 4:12 Polystick TU Max Flat 6-tile stack(4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack IS over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TUP Flat or Lugged 6-tile stack(4 over 2) 7:12 Polynick TU Plus Flat or Lugged 6-tile stack l4 over 2) 7:12 Flat or lugged 10-tile stack 6.12 Polystick XFR Flat or Lugged Prohibited without battens Prohibited without battens NEMO ETC, U.C. EValuatlon Report P12060.02.09-11 Cool.u.fAUMwaotlon.S 7m EDRION 12020)FEC NON-HVHZ EVALUATION FL5299-R31 Polyglm, Roof Uadedaymems Rer%1on27:09/30/ZW0 Page IS of 27 LT Ill 91 eaed DZOZ/0E/60 U nalHAae eluawAeNepun lone UdPlnd IE0-GsZsli NomvnlVA3 ZHAH-NON OOi!OZWl NOIII03 a,L LZe-602WOMId Ladaa u011¢nIeA3 old alLL plenseepAH pue wi Iena piengeipAH p weal delono ill ma!A If'+t 1 T( 1'CurY rely. fs,IE#a%lo+p.wvloalml(IVaJ '311'313 a W3N -(3uge; aql depaA0111m aeags a41) walled an19 ayl;o pue 841 o11aa4s col agl;o aBPa a41 AID'O1d al!1 pAengelpAH pue old len0 plen9elpAH 1od ivalsaype pue 13e1uo3 pn; ainsuo 01 sluawallnbei 5sel9Alod g11m a0ueplo» a u! e 411m papol A1w19 aq lsnw (sdel aSEA!as) sweas delgeas [IV :lelaua9 1.0.9 TX 11ORSA10d Ao snld ILL X311SA10d Id ILL PIlsA10d'xew n111a13sAlod'X-[IW %3PsA10d'snld S1W N311SAlod %X-d] PRSAIad'HA d VS xadAI0d 'd VS Xa9Alod Ud)4004S de3 ddV-VS ap114aInW'laa4S del ddV-VS apIH-alnW'Old DILL plengelpAH'old Iona plen9elPAH W9 ,sluawaipm luaw43elle 10; u!aa4 Z E d'S ua!pay ul 1a;aPdd 9 xaOA10d 1a 9 Xa&40d papdde-g3Aol Aq pamopo;s!(dol-papues) d asegolsal3 lo(dol-papues) aseg01SM uaym a sluawailnbaL 1uawgae31e 1o; ulala4 Z-E-9-S uol13aS 10 T algel'V x1puaddV'uo111p3 g1xIS'Idl/VSdd of la;al'(OSE9(3 W1SV) iaa4S del paaepn5 lelaulW paholddV, 39d 10 dd 9 9S Xadalse13'99S xagolse!3 pa!ldde-11egdse Aq pamollo; s! (dol-papues) d asegolsC13 JO (do3-papues) asego1se!3 ua4M a 'T algel ul 4yo; las se'laa4S de3 paloalas ay1 Aq pallwll sl po4law uopellelsul;Oa a!Il 'pa1IcdE-43J01'dd 9 xaHA!od 1O 9 X81;A10d 10 palldde-lle4dse'(09E9(j W1SV)1aa4S de3 peaeynS lelaul W P3AO3ddV O9i ue 1U di 9 9S xad01se13'9 9S XDH045e13 Aq p2m0110;'u0111P3 LIVIS'/OnuOW uollellelsul Dill food Ael3 puD alalauo7 pulM ON epllnld INl/VSUd wo1; „W31SAS Ald -ONUL D41 ul POO aseq pa43e11e Alle3luepaw a se asn of pallwll ale a(do1-popuES) d asegolse13 pue(dol-papues) asegolsel3 Z'Z'E9 'sluawaL!nbaJ luaw4aelle 1o; u!aLaq Z'E'9'S u0113a5 01 1a;ad 'I a19e1 u1 4130; las se 'iaa4S de3 pal3alas a41 Aq pallwll sl p044aw uollellelsul ;001 Dill 'Palldde-431a1'dd 9 xadAlod 10 9 xDIJAIOd 10 palagpe-;las'(di) laa4S del ddV-VS ao laa45 de3 ddV-VS aPIH-aIOW'Hd d VS XOUAIOd'dVS xa9AlOd'ddX IalISAlOd'snld n1113!isAlOd'd n111a!1sA!od'xeW n11131ISAlOd'snld S1W 1pPSAlOd Aq pamollo;'uoplp3 41XIS'Innum U01mlolsal alllfood A0p pue a1a13u03 pulM 46114 Oppold Idl/VSdd w01; „W31SAS Ald-OMI, aql ul laa4s aseq POLIM1e Alleolueyoaw a se asn Ol pallwll ale ase9 PEN DpIH-a!ny4 pue Idol wll;-Alod) d asegolsep'(dal wlg4lod) aseg01se13 I'Z'£'9 su011eaq V DIl1 Z'E'9 T algel ul 431o; las se'luawAepapun lahepdol a41 q1!m pale!oosse aso4l ale esoyl we suopellw!l 3anoa;ood 'pa1Idc a g31oJ'dJ 9 xal;Alod wl 9 xa9A10d 1a 11egdse 304 u! dd 9 9S Xa904se1310 9 95 x8do1se13'palagpe-;las'(d4) laa45 de:) ddV-VS 10 laa45 ee3 ddV-VS ap1H-a1nW'di d VS xa9AlOd'dVS xadAlOd'HdX 11311sA10d'snld nl AalISAlad'd nl gallshl0d'xeW a )I311sAl0d'X-nW 113115Alod'snld SHY PITSA10d'aX-d111O!1sAlOd;O 1aAel a 411m palaAM aq how ase91!eN aplH-alnW 10 d asegolsel3'asegoJseJ3 suonon3lsul uopellelsul s falni3elnuew ayl lano awapa3ald allel sluawallnbai 391 -suoinnilsul uollellelsul s fanlae;nuaw 041 pue'pallelsul aq of 2UP@Ao3;001 paledald;o adA1 ay11o; T'1'1-SOfid algel lepuaplsad 39d 101.1.1-LOST algal 391 ul (II adAl'9ZZ(i W1SV) 1uawAepapun payoelle Alle31ue43aw panoldde ue 1o; sluawallnbal 411m 031Jepdw00 ul papelsu! aq IID4S :suope3l— ,!add a!lTu0N I'E'9 :ase9 lleN aplH-alnW 10 d asegolsel3 laseg0tsU13 E19 ,(algeolldde 11) alellsgns a41 awud pue'uogea!!dde of loud sugap pue lsnp Aue anawal of Alyeno1o41 alwlsgns aqi daamS'spea4 l!eu eu!pn11oud 1o; 113a43 pue'slaued Sulpap asool hue ualse;-ad Z'9 molaq palou a4pads a4l pue ulalaq S u0113aS u! quo; las su0pe11w!1 alp of llafgns suown11su1 uopellelsu! pagsllgnd sG IZA10d 411m a3ueplone ul pallelsu! aq llegs sluawAepapun lood sse19Alod 1:'9 i�l'li 4irp P14l i7i .. •a;aIOw3N0 .a NNEIV10jetc. 6.4.2 Non -Tile Applications: Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D3970) in FBC 1S07.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When Installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II felt, Elastobase, Elastobose P or Mule -Hide Nail Base, the base sheet shall be fastened In accordance with FBC 1507.1.1 or R905.1.1. 6.4.3 Tile Applications (excludes HydraGuard DualPro, Polystick lR-Xe and Polystick MU-X): Shall be Installed in compliance with the requirements for Self -Adhered Membrane set forth In FRSA/TRI Florida High Wind Concrete and Clay RoofTile Installation Manual, Sixth Edition and the manufacturer's Installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.4.4 Multi -Ply Underlayment Systems: Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro, PolyflexSA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR 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. Thisisnota requirement, but is allowable If a 2-ply underlayment system is desired. 6.5 Elastoflex 56 G or Elastoflex S6 G FR: 6.5.1 Shall be Installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" In the "Two Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Shall be installed in compliance with requirements as an alternate to the"Heat Applied Cap Sheet" in the "Two Ply System' in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's Installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. ,g .fti{I' S7#a"IpliifI. Li,(.r* As required by theyyBuilding Official or Authority Having Jurisdiction to properly evaluate the installation of this product. fktlf '9 . R R.wt.AIC{, Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. �`ftrgr;@fd^adiiin'i- UL LLC—QUA9625; (414) 248-6409; Karen.buchmann(@ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC. Evaluation Report P11OG0.02.09-R27 Oornikote ofAueOadordon#32055 7MEDITION (2020)FRC NON-HVH2 EVALUATION FL5259.R31 Polyglass Roof UnderlaMents Revision 27:09/90/2020 Page 17 of 27