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:9Sl;TEMOIRRESEARCH 9,MOM,LLC. CeDrti�ate'of Authorization#9503 TRIN'-FY I ERCP 353 CHRISTIAN STREET, UNIT#113 OXFORD,CT 06478 kiPHONE:(203)262-9245 FAX:(203)262-9243 EMALUt, MON REPORT Mygliass USA,OR& Gi-DRZ0 ` o0ZZ9-RZ1 150 Lyon Drive X259-M Fernley,NV 984063 Ossuanc e.02/24/2-000 This Evaluation Report is issued under Rule 61620-3 and the applicable rules and i,i�gulations governing the use of construction materials in the State of Florida.The documentation submitted has been revo, awgd Eby Robert Niemineei P.E. for use of the product under the Florida Building Code and Florida Building Code; ResIderatii Volume. The produces described herein have been evaluated for compliance with the 5 ' Editlon (2 14) kilo'"sada wildlaj,� Code se Jons not herein. ��s�Row�i�cio G�®Oy�Oass O°3���O��aJ�rO�y�u��� Wwme-. Labeling shall be in accordance with the requirements the Accredited Quality AassuranceAgency noted herein. Coi�,Imwurso CommoAnCE: This Evaluation Report is valid until such time as the named prbduct(s}jchanges, the referenced Quality,assurance documentation changes,or;provisions of the Code that relate to the&&6ct c8ahge. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen;P': if Lk e.,product changes or the referenced Quality Assurance documentation changes. `�rinityIERD rewires a coi /let"..$-r�vievv,�f this Evaluation Repeat relative to updated Code requirements with each Code Cycle. The Evaluation Report number preceded by the words "Trinityl E, vMuate,d" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed,then it shall,bel one sn its entirety. WsPia—mem- Upon request,a copy of this entire Evaluation Report shall be provided to 1lne!userkby'the manufacturer or its distributors and shall be available for inspection at the_fob site at the request of the Build°o`ng Offic al. This Evaluation Report consists of pages 1 through 13. Prepared aya 4$�oittcgeap,p, ' C app �tie a uthorized by Robert Nleminen,e_ ThetarsIm'tas al g P.E.on 10/x7/2016 Thi doeot serve as an electronically G°3 o0 7C�G Doig Lo Pft v iiPioon,P.E. signed document isiped ied hardcopies have been Florida Registration a iGtn i a9.59.166,Florida DCA,$i4d��983 W"4 ; `! transmitted to the:Pre,"duct Approval Administrator and to the named client K �E�1Ti[�i�St"i�G9�C TI�SL�EffaE��P�(EGv��4 �` 1. Trinity IERD does not have, nor does it Intend to acquire or will it acquire, a financial interin arC�y;Corttparty rfianUfactEirIng or distributing products it evaluates. 1. Trinity ERS is not owned,aperafied or controlled by any company man ufacturing or distributing g�roduets It evaluates. _ 3. Robert Nierriinen P.E.does not have nor Will acquire,a financia€interest in any company raufactun or distributing products for which the evaluation reports are being issued. , `h. Robert Nlerninen,P.E.does not have,nor will acquire,a financial interest in any other entity involyed�iin'tie approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nlerrainen, P.E.are,in grgyvuay,4tilje Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/,was used for permitting or d6sign guidance unless retained specifically for that purpose. ' 0 s `tRiNIl1Y I ER® 13caopo,per.comma effN FvALu x m, Ile Scan. PF@dudct Wegarrf. Roofing �mf��at�g®eye Undedayrnent ' Camp3ance Statc�r�ent. Roup Underkvman2z, as produced by PoGi&zz USA, Dint., 1'�ave demonstrated compliance with the following sections of the Florida Building Code through testing in accordance With th4foll�iw)ng 5i6andards. Compliance is subject to the Installation Requirements and Limitations j Conditions of Use set forth herei¢if,; ct6an PP® � �ta�udarc� „` ' ' Vear 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.5 Accelerated Weathering ASTM 6154 #;,. 2005 1504.6 Accelerated Weathering ASTM G155 ) 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 ) j}n 2006 1507.8.3,1507.9.3. 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 a 2009 1507.11.2 Physical Properties ASTM D6154 i g i# 2005 1507.11.2 Physical Properties ASTM 06222 ) 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 , 2012 1523.6.5.2.1 Physical Properties TAS 103 ' 1995 t . Cit ��aamr6�aatc®� �l Penc DOM FM Approvals(TST 1867) Wind Uplift 3004091 !� 01/12/2000 PRI(TST 5878) Physical Properties PR101111 #z 04/08/2002 PRI(TST 5878) Physical Properties 01/31/201+2 PRi(TST 5878) Physical Properties PUSH-013-02 01'+'v '.i;l 12/23/2002 PRI(TST 5878) Physical Properties PUSH-013-02-02 12/23/2012 PRI(TST 5878) Physical Properties PUSH-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSH-018 02-0 )'W{ 07/14/2003 PRI(TST 5878) Physical Properties PUSH-G28-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSH-035-02-03 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 , ? ;. 12/10/2007 PRI(TST 5878) Physical Properties PUSA-051-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01+ s 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 _ 04/14/2G08 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 Mm(TST 2508) Physical Properties JX20H7A M1 � 04/01/2008 MTl(TST 2508) Physical Properties RX14EBA a 01/2912009 ERD(TST 6049) Physical Properties 11752.09.99-1 "; 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 x'; 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 �«� 01/16/2003 u. ERD(TST 6049) Physical Properties 02200.07.03 ,, 07/14/2003 [RD(TST 6049) Wind Uplift P1740.01.07 r'= 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04111/2007 ERD(TST 6049) Wind Uplift 09260.03.08 ? ' 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.03-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 ' `:, 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2,. 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 `.' 06/25/2010 CrnicPlaP HeseaPco and DeAgn,LLC. 1fvMivation Report 1312050.02.09-R21 Certificate of Autharization#9503 FOC ISO NWZ EVALUATI]OPM FLL5259-H25 Revision 21:10/17/2016 Page 2 of 13 3 A TRINITY�ER® Epiky (Date ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 J 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 '; 08/06/2012 ERD(TST 6049) Physics!Propenes P40390.08.12-2' 08/0712012 ERD(TST 6049) Physical Properties 041420.09.12-3 09/11/2012 ERD(Y ST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERt?(TST 6049) Wind Uplift 3'1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-111 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-ill jl �;i; 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-111' , 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 N 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 Y i 09/0812014 ERD(TST 6049) Physical Properties 6020.09.24-2 ( 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 .`.' '` 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 a ti• 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08J2014 ERD(TST 6049) Physical Properties P46520.10.14 t +, 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 t. 10/07/2014 ERD(TST 6049) Physical Properties 1343290.10.14 i 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550 03 1{S -, ? 03/24/2015 ERD(TST 6049) 'Physical Properties P40390.04.15 r 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080 O5w15; r; 05120/2015 lillERD(TST 6049) Wind Uplift PLYG-SCBS 05 05/164 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC80800716.- k ) 07/16/2016 EciD(TST 6049) Wind Uplift PLYG-SC1202S 4016" „ 10/32/2016 iCC-ES(EVL 2396) IBC Compliance ESR-1697 f 1.1/01/201.4 Miami-Dade(CER 1592) HVFl2 Compliance NCIA 14-0717481,', 01/22/2015 d Polyglass USA Manufacturing Affidavit Products Current02/18/2009 Polyglass USA P/1-Affidavit Mule-Elide Crosst p g' 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Com, 06, � 08/18/2011 UL,LLC.(QUA9625) Quality Control Service CanfirPnation ,. Exp.04/24/2018 R. PRODUCT DESCROPMON, 4.1 LMSi�afllcauhf Fastened Undsriay 4.1.1 EHaswbase is a fiberglass reinforced,SOS modified bitumen base sheet. 4.1.2 Elraseabase P is a polyester-reinforced,SRS modified bitumen base sheet. t 4.1.3 PvgVglass(02 Base is a fiberglass-reinforced,asphaltic base sleet. � 4.1.3 MyySlass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet f ` 4.2 SeN-Adheti" Un lc r8m tc�u , � s 4.2.1 p©lipUc c MT-is a nominal 60-mil thick rubberized asphalt Waterproofing membrane <'gigss fiber reinforced,surfaced With poiyolefinic film surace;meets ASTM D1970 and TAS 1.03. 3# 4.2.2 PaO lldh PATS PLUS is a nominal 60-mil thick rubberized asphalt Water roofin rti mb"rane, , y7 p p R; N glass fiber reinforced surfaced With poly-film surface;meets TAS 103. s 4.2.3 Pagynidh OR-Xe is a nominal 60-mit thick rubberized asphalt waterproofing Membirane glass fiber reinforced,tuith an aggregate surface;meets ASTM D1970. ELteAvr Reswrch and Design,LLC. Evaluation Report P9.2060.02.09-1121 Certificate of Authorization#9503 Fac Hoir•9_HVHx EVAL DATIM11 G 1155 R25 Revision 25:10/17/2016 ''' Page 3 of 13 x ' 3 RIItIITY ER® 4.2.4 pDiW&k Plus is a nominal 80-mil thick rubberized asphalt waterproofing m"` rane� la'ss' fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. i 4.2.5 P�GWVch M P is a nominal 130-mail thick rubberized asphalt waterprocifing meen�b ane, glass-fiber/polyester reinforced,with a granular surface;meets ASTM 01970 and TAS 103. 4.2.6 P®15 Nkk TU Man is a nominal 60-mil thick rubberized asphalt waterproofing membrane With a 190 g/m polyester fabric surface;meets ASTM 01970 and TAS 103. gf l 4.2.7 PaVoen SAP, palVf em SAP FCS, My uIa-HEd e SA-APP Cap SheM and Uvilmle_ Ede �p Meet QFRQ are polyester reinforced,APP modified bitumen cap sheets;meet ASTIM©6222. , 4.2.8 pahMEck f u@I Pr®ll is a nominal 60-mil thick dual-layer rubberized asphalt wrat11.erproo�ing membrane, fiberglass with a polyester fabric surface;meets ASTM 01970. oi ,a' 4.2.9 PolyA k Tile Pr®7' is a nominal 60-rail thick dual-layer rubberized asphalt TP !ng membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 3 4.2.10 MyOdk MU-K is a nominal 54-mil thick dual-layer rubberized asphaltwaterproofing membrane, fiberglass reinforced,with a polypropylene fibra surface;meets AC188 and physical reel rerci ien s, ASPM®1970. 4.3 Mschanica00M Fastened aaadLar Boni ded Undlwlamemso 4.3.1 MaMf9ex 56 G and Elasttwieii SG G FE are polyester reinforced,SBS modified,bnit�umen cap sheets;meet ASTM 06164. 4.3.2 P©IVft s G and P®Io=G FE are polyester reinforced,APP modified bitumen%cap Sliests,ma#eet ASTM 06222. So dll,dBT Eo ss- p : `I r` 5.1 This is a building code evaluation. Neither TrinityOERD nor Robert Nieminen; P Efilar ini any way, the Designer of Record for any project on which this Evaluation Report, or previous versions.theraof is/was used for permitting or design guidance unless retained specifically for that purpose. A 'l 5.2 This Evaluation Report is not for use in the HVHZ. �r f t 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approvedoofing'Il ateriais 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 theaving Jurisdiction for approval based on this evaluation combined with supporting data for the prepare, r ofcovering. 5.5 Allowable Roof Covers: WOM 1 UneePiayffient Asphalt Shingiss Mall-an3 � H� 11e Foam-an THS Metal t�l ';I ii Shakes a --- Slate • �,. Yes Yes Elastobase Yes (basesheetin2-ply (base sheet int-ply YeSrkx � + es Yes system) system) I' Y Yes Yes Elastobase P Yes (base sheet Int-py (basesheetln2-pty Yes {i,Yes Yes system) system) ai Yes Yes Polyglass G2 Base No (base sheet in 2-pty (base sheet in 2-p y No a No No system) system) Yes Yes " Polyglass APP Base No (base sheet Int-ply (base sheet int-ply Nl7 }' No No system) system) a Polystick MTS Yes Yes No i Yes�r ,. # Yes Yes Polystick MTS PLUS Yes Yes No YesT }! 1 Yes Yes Polystick IR-Xe Yes No No No-,,1 Yes Yes Yes Polystick TU P Yes Yes See 5.5.1 I No Yes ,� Yes I Ye Polystick TU Plus Yes Yes See 5.5.1 Yes t +�` Yes Yes Eneftr Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization 0503 FOC Uk.]GP%J- VHZ EMALUATOOv FLSY59-H25 Revision 21:10/17/2016 Page 4 of 13 a Jj A 1 RII ITY I ER® 7MLT.as R=:-'co, owes undlarlavn,ant Asphzilt Shin s rail-On Tule ft3 m-®aa Yule I rail tal v r Polystick TU Max No Yes Yes I Yes No See S.S.1 x; f �* '' No Polystick Dual Pro Yes Yes No i Yes Y L,,` Yes Yes Yes 11"M Polystick Tile Pro Yes YesSee 5.5.1 i Yes 'Yes Yes `, Polystick MU-X Yes I No No Yes 7".Yes Yes Elastoflex S5 G Yes Yes Yes N o {l Yes Yes See 5.5.1 6�: Elastoflex SS G FR Yes Yes No No _ ;, Yes Yes Y TT Polyflex G Yes Yes See 5.5.1 YesNo , �� Yes Yes Polyflex G FR Yes Yes No No; t 14 es Yes Polyflex SAP or SAP FR Yes Yes Yes No 3 ° Yes Yes I See 5.5.1 i Mule-Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet(FR) Yes Yes see 5.5.1 Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives u6Iesshtenslle adhesion/ long term aging data from an accredited testing laboratory is provided. rt ii I ' d �3Mm 2-Camponant� Roof able Adhesuva AN-RE8 BFILGBB2)- Polystick Tf,J;P, Poiystick U Plus, Polystick TES Max, r Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide?SA APP„dap Sheet or Mule-Elide SA-APP Cap Sheet(FR)or Tile Pro. ,. 3M—Foam Roof 5flle Adhesle,_RVA-1 dFILGWQ: Polystick TU P,Polystick. Plus, Polystick TU Max,Elastoflex S6 G,Polyflex G, Polyflex SAP,Polyflex SA Cap FR,Mule-Bide SA-APP Cap S9 ee br�nJlule Hide SA-APP Cap Sheet(FR) or Tile Pro , C�orawanEeace RaducRe Touch'n goal g4r�Pw- Bond Roof Tbla Adhesive Q �1�5 i): olystiek Tl! Plus,Polystick TU Max. Dow 5 allwnd QFUR77)a Poiystick TU P,Polystick TSI Plus,Polyflex SAP or Tile Prow f 0ygllass fPolyl,olk Haug ToIa Adhasslda QFLR7855)- Polystick TU Plus or Poly. I- ax? 5.6 Allowable Substrates: 5.6.1 Direct-Booed to Deck: Polystick(all variations), Dual Pro,Tile Pro, PoWex SAP or SAP FR,Mule Aide S AF?( Eap Sheet or SA-APP Cap Sheet (FR)self-adhered to: � D New untreated plywood;ASTM D41 primed new untreated plywood; Existing pl ootl,;faSTM D41 pruned existing plywood; New or existing, unpruned OSB; ASTM D41 primed OSIS, S®u_t ' Pine; ASTM D41 primed al l�i - Southern yellow Pine; AST( D41 primed structural concrete; Huber gIne�r d Woods "ZIP System' Panels (designed and installed to meet wind loads for project). it Note:Polyglass does not require priming of new or existing plgrvvood or OSB�sh�eathingNevi or existing plywood or 05H sheathing should be cleaned of all dirt and debris prior to application ofP®o stogy rnbr®nes. Elastoflex S6 G or S6 G FR in hot asphalt to: t D ASTM D41 pruned structural concrete. Polyflex G or G FR torch-applied to: x �. ➢ ASTM D41 primed structural concrete. EYT4ePIoP Research aP(is aid Design,LLC. Ealuation Report P12050.02.09-R21 Certificate of Authorization 49503 1N0W- IH HZ EVALUAS OCK {' Pf�2g�- Revision 21:10/17/2016 Page 5 of 13 IJ- #,A ,5 .E �RINJTYI ER® 5.6.2 Bond-to-Insulation: Polystick(all variations),Po[yflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ➢ ASTM C1289, Type 11, Class 1 polyisogranurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: 8 Dens Deck Prime orSECUROCK Gypsum-Fiber Roof Board. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For,installations under foam-on file systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulatlonf undeeiayment system its accordance ivith FBC Section 1504.3.1. 5.6.3 Bond to MechanicaijKAttached_sase Layer: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Diode SA-APP Cap Sheet or SA-APP Cap Sheet(FR)Dual Pro or Tile Pro self-adhered to: F ASTM D226,Type I or Il telt;Elastobase;Elastobase P or Mule-Bide Nall 3ase. Elastoflex SG G or S6 G FR in hot asphalt to: P, ASTM D226,Type I or If felt;Elastobase;Elastobase P,Mule-Hide flail Base or Polyi,lass G2 Base. Polyflex G or G FR torch-applied to.: F Elastobase;Elastobase P,Mule-Hide Nail Base,Polygiass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared root coverings, tease layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Sectibn 5.0.4 harein,or as tested in accordance with FBC Section 1505.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA)gRI Aprii 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in faam-on 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).iRefer to FRSA/TRl April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum DesiRn Pressure=-90 pgq: 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:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Palyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-977.5 nzf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Pius,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide 5A APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ma.x 1!"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch O.C. Ezs evjor Research and Deslga,LLC. Evaluation Report P12050.02.09-R21 Certificate ofAutharizotion 189303 Fac i 10M_V0VHZ EVALU.DATHON PL5259e Revision 21:10/17/2016 Page 6 of 13 , 4 TRfNrry I EID 5.6.4-3 Maximum Design Pressure=-105 psi: Deck Min.15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer. WB 3000 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:PalystickTU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-naffed within the selvedge-edge side laps using 12 ga.x 1Y"ring shank nails through 32 ga.,l-5/i'diameter tin caps spaced 12-inch o.c. 5.6.4-4 Maximum Design Pressure=-135 psf: Deck Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having jurisdiction. Primer. (Optional)PG100 or ASTM D41 joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underfayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5-6.4.5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Havingluiisdiction. Primer PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Mary Tile P%Palyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4-6 Maximum Design Pressure=-622.5 psf: Deck -Structural concrete to meet project requirements to satisfaction of Authority Havinglurisdiction. Primer. PG100 or ASTM D41 Undedayment:Elastoflex 56 G,applied in full mopping of hot asphalt or Palyflex G,torch-applied. 5.6.4.7 Maximum Design Pressure=-30.0 osf* Deck Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.254ach long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 34nch wide side laps and&inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polysdck MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.8 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 Mute-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 ox-at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP I FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6-49 Maximum Design Pressure=-37.5 psi Deck: Min-13/32-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 125-inch fang x 14nch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side taps and 124nch acc at two(2)equally spaced staggered center rows- Undertayment:Elastoflex S6 G,applied in full mapping of hot asphalt. Exterior Research and Design,LLC. Evaluation Report P72060.02.03-R21 Comte of AUthanzatian 93503 FBC NON-HVHT EVALUATION Ff5254-R25 Revision 21 10/17/2016 Page 7 of 13 TFUNI Y I ER® 5.6.4.10 Maximum Design Pressure=-45 ps'fl: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type 11 felt Fasteners: 11 ga.x 3-25-inch x3/8-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 44nch 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 Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt 5.6.4.11 Maximum Design Pressure=-45 psf: I Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga.x 3-254nch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing. 9-inch b.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:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyffex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt 5.6.4.12 Maximum Design Pressure=-45 ad, Deck: Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt ortorch-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:E[astoflex-S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.13 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 torah-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MARX Cap Fasteners Spacing: 9-inch o.c.at the 24nch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment Elastofiex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 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 P[y: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick-TU Plus,Po[ystick TU Max,Polyflex SAP,Po[yflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.15 Maximum Design Pressure=-52.5 psf: I Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastahase(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 roars. Underlayment Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 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 1254nch longx 3/84nch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-[rich o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Undertayment:ElastoflexS6 G,applied in full mopping of hot asphalt or Palyflex G,torch-applied. Exberfor Research and Design,LLC Evaluation Report P12060.02.09-R21 Certificate afAutharrzatian 99503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 8 of 13 TR INI Y I ER® 5.6.4.17 Maximum Design Pressure=-60 psf: Dec[c Min.19132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastohase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-appfied cap) Fasteners: OMG#12 Standard Roofgdp with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the flinch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastofiex56 G,applied in full mapping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Po[yglass G2 Base or Polygfass APP Base(requires use of torch-apprred underfayment) ' 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:ElastoffexSG G,applied in full mapping of hat asphalt or torch-applied or Polyflex G,torch-applied. 5.6.4.19 Maximum Design Pressure=-75 psf: Deck Min.35/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polygfass G2 Base or Polyglass APP 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 914 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trofast 34nch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 1Q-inch o.c.at the 4-mch wide side laps and 10-inch o.c-at three(3)equally spaced staggered center rows. Underfaymenti Elastofiex S6 G,applied in full mapping of hot asphalt or torch-applied or Polyflex G,torch-applied. 5.6.4.20 Maximum Design Pressure=-90 psf: Decla Min.35(32-inch plywood to meet project requirements to satisfaction of Authority Having lurfsdiction. Base Sheet: Elastahase(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-fncit o.c.at the 2-inch wide side laps and 6-inch o.c-at two(2)equally spaced staggered center rows. Underlayment:E[astoflex S6 G,applied in full mapping of hat asphalt or Polyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having lurisdiction- Base Sheet: Elastohase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-app[fed cap) Fasteners: OMG#12 Standard Roofgrip or OMG 914 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. Underfayment:Elastaffex S6 G,applied in full mapping of hat asphalt or Polyflex G,torch-applied. 5.6.4.22 Maximum Design Pressure=-90 psf: Deck: Min.35/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastahase(sanded top surface) Fasteners: Trufast 412 OP 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:ElastoflexS6 G,applied in full mapping of hot asphalt 5.6.4.73 Maximum Design Pressure=-90 psf: Deck: Mtn.35132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underfayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galva[ume Steel Plates,OMG Roafgrip 914 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 94nch o.c.at four(4)equally spaced staggered center rows. Underfayment:Elastoflex S6 G,applied in full mapping of hot asphalt or torch-applied or Po[yflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 Certifrmte ofAutharizarion#9503 FBC NON-HVHZ EVALUATION FL4759-R25 Revision 21:10/17/2016 Page 9 of 13 TRINITY ERD 5.6.4.24 Maximum Design Pressure=-97.5 psf Decks Min.13/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x L254nch 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:Pakystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.25 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 MARX Cap Fasteners Spacing. 6-inch o.c at the 2-inch wide side laps and 64nch o.c.at three(3)equally spaced staggered center rows. Underlayment Elastoflex S6 G,applied in full mapping of hot asphalt or Polyflex G,torch-applied. i 5.6.4.26 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 L75-indt x 3/84nrh head diameter annular ring shank roofing nails at 1-5/a4nch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 64nch o.c.at four(4)equally spaced staggeiied center rows. Primer. PG100 or ASTM D41 primer at all tin-caps Base Ply Polystick MTS PLUS,self-adhered Underlayment:PolystfckTU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.27 Maximum Design Pressure=-120 nsf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet Eiastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG 9i2 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing- 64nch a.c.at the 44nrh wide side laps and 64nch o.c.at fire(5)equally spaced staggered center rows. Underlayment Elast oflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-appkked. 5.6.4.28 Maximum Design Pressure=-120 psf: Deck: Min.15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase(sanded tap surface) Fasteners: Trufast#12 DP orTrufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 44nch wide side laps and 64nch o.c.at five(5)equally spaced staggered center rows. Underlayment Efastaftex S6 G,applied in full mopping of hat asphalt 5.6.4.29 All other direct-decks, adhered Polyglass underlayment systems beneath'foam-on the systems carry a Maximum Design Pressure o€-45 psf. 5.6.4.30 For mechanically attached base sheet,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(0412),Appendix A,Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SP)ZI WDL 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 Limitation: Efastobase,Elastabase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 9t3-days after installation. Po[ystick MTS, MTS PLUS,TO P,TU Plus,TU Max,Dual Pro or Tile Pro shall not be left exposed for longer than 1$0- days after installation. Exterior Research and Design,LLC Evaluation Report P12060.02.09-R21 CertrfcateofAutharlm on 99503 FEC NON-HVHZEVALUATION FL5259-R25 Revision 21:10117/2016 Page 10 of 13 TYIERD TIMNI Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure [Imitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set file(Elastoflex S6 G or Polyflex G only),in which case the maximum exposure is 180 days. F. INSTALLATION: 6.1 Polyglass Roof Underiayments shall be installed in accordance with Polyeass published installation requirements subject to the limitations set forth in Section S 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 Shall be installed In compliance with the codified requirements for ASTM D226,Type li underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle undedayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Ekestoflex S6 G or S6 G FR In hot asphalt or Polyflex G or G FR,torch applied. 6.3.3 Tile Applications: Reference Is made to FRSA/TRI April 2012(04-12)Installation Manual and Table I herein,using the instructions noted above as a guideline. 6.4 Powick MTS,MTS PLUS,lR-Xe,TU P,TU Plus,TU Max,Dual Pro,TiIe Pro or MU-X ar Polyflex SAP,Polyflex SAP FRr Mule-Hide SA-APP Cap Sheet:or Mule-Hide SA-APP Cap Sheet(FRI: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with MechankcallV Fastened Roof Covers: All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type vkh a minimum I-Inch diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Pokystick TU Plus should be back-nalked using the above noted fasteners and spacing,in area marked nail area,area para clavar"on the face of membrane. The head lap membrane is to cover the area being back-nailed All seal-lap seams (selvage laps) must be i firmly rolled with a minimum 28 lb. hand a. roller to ensure full contact and adhesion. For Dual Pro and Tile• Pro, align the edge of the top sheet to the end of the glue pattern r (the sheet will overlap the fabric). view of Ovelap Seam of Ouai Pro and Tife Fro Exterior Research and Design,LLC ! Evaluation Report P12060.02.09-R21 Certykxr a ofAuthor&ation 99503 FBC NON44VHZ EVALUATION FL5259-RZS Revision 21:10/17(2016 Page 11 of 13 i r)o TRINITY I ER® All over fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick Til Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polypus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair,followed by a minimum 6 x 6 inch patch of the Polystick material of like [and, set and hand rolled in place over the repair area. Patch laps, if needed, shall be Installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-1b weighted-ra[ler or,on steep slopes,use of a stiff broom with approximately 40-lbs of toad applied for the field membrane. Band rollers are acceptable for roiling of patches,taps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not affawed for Polystick IR-Xe or Pafystfck MU Xj: Reference is made to FRSA/TRl April 2012(04-12)Installation Manua[and Table 1 herein,using the instructions noted above as a guideline. For mechanically fastened the 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 5.6.4 herein. For nail-on file systems over Polystick MTS,battens are required for loading/staging of the tile. For nail-on file systems over Polystick MTS PLUS: D Battens are required for[oading/staging of lugged file regardless of slope. ➢ Battens are required for loading/staging of flat file at slopes in excess of 5:12- 6.4.4 Two(2)Pty Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MUX or Polyflex SAP 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 Polystick TU P,TU Plus,TU Max,Tile Pro or Po[yflex SAP is allowable for use under foam-an file 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 E[astafiex S6 G or S6 G FR. 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made to FRSA/TR[April 2012(04-12)Installation Manua[and Table 1 herein. 65.2 Elastafiex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. 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-[nch beyond the lap edge. 6.6 Po[vflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in file applications,reference is made FRSA/TRI April 2012(04-12)Installation Manua[and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section S.G. Side laps shall be minimum 3- inch and end4aps 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 file slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R21 CerWwfe ofRuthar&ation X3503 FBC MOM-HVHF EVAWAT[ON FL5259-R25 Revision 21:10/17/2016 Page 12 of 13 �jTMITYIERD 6.7.2 Battens and/or Counter-battens,as required by the Ile manufacturer and FRSA/TRI April 2012(04-121 must be used an all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail- boards,to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-an bile systems over Polystick MTS,battens are required for loading/staging'af the tile. 6.7.4 For nail-an the systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged the regardless of slope. • Battens are required for loading/staging of flat Ile at slopes in excess of 5:12- 6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight (48)hours. 7. BUILDING PERmrr REQUIREMENTS: As required by the Building Official or Authority Slaving lurisdiction in order to property evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QR requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Researdt and Design,LLC. Evaluation Report P12060.02.09-R21 CerWwte of Authar¢a6an 93503 FBC NON-HVIZ EVALUATION FL5259-R25 Revision 21:10/17/2016 Page 13 of 13