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TABLE 1E-1; WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEPOTYPE E: Ci:VER System Deck Slip Sheet Base Sheet Roof Cover MDP(psf) No. (See Note 1) Base Fasteners Attach Ply Cap W-11 Min.19/32- (Optional)One or more layers Two plies of PermaPly 32 ga.,1-5/8-inch diameter tin caps 9-inch o.c.in 4-inch lap and 12-inch o.c.in (Optional) APP-TA -52.5 Inch plywood PermaPly 28,loose laid below 28 or Ventsulation with 11 ga.annular ring shank nails two,equally spaced,staggered center rows APP-TA TABLE IE-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)oft RECOVER l'Yi'F F: NLINI-11,1!;ULATFL4,WJHCHA,.,'; id.i"AC HE D i;ASE DN'DED:G00::cOVE71 System Deck Base Sheet Roof Cover Slip SheetMDP(psf) No. (See Note 1) Base Fasteners Attach Ply Cap W-12 Min.19/32- (Optional)One or more layers JM APP Base,PermaPly 28, 12-inch o.c.in 4-inch lap and 18-inch o.c.in (Optional) APP-TA -45.0* See Note 2 inch plywood PermaPly 28,loose laid below Glasbase Plus or Ventsulation two,equally spaced,staggered center rows APP-TA Min.15/32- (Optional)one or more layers Dyna Past 180 HW or High Load Fasteners and APB 18-inch o.c.within the min.min.4-Inch wide, (Optional) APP-TA -45.0*W-13 inch PermaPly 28,loose laid DynaFasL 250 HW Plates or High Load Plates heat-welded side laps. APP-TA �O`pr. PermaPly - 9-inch oxAPP-TA,in 4-inch lap and 12-inch o.c.In (Optional) 17 W-14 Min.19/32- (Optional)One or more layers Two plies of 28 or See Note 2 1 -52.5 inch plywood PermaPly 28,loose laid below Ventsulation two,equally spaced,staggered center rows APP-TA Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 19340.07.08-R4for FL1046-R7 Revision 4:04/28/2015 Certificate of Authorization 119503 Appendix 1,Page 5 of 21 Prepared by: Robert Nieminen,PE-59166 ERD 5. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: r JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART); MDP -315.0 psf (Min.O.S-inch thick) r' JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-inch thick) r 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 7. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and 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 and FM LPDS 1-29. Assemblies marked with an asterisk''carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1.29 for Zone 2/3 enhancements. 8. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 9. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 10. For existing substrates in a bonded recover installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 11. LWIC shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction, For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimwn top-coat thickness is 2-Inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1,Point 1. 12. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. Johns Manville Roof Covers Reference Layer Material Application BP-AA Base GlasBase Plus,PermaPiy 28 Hot asphalt at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPiy 28 BP-CAI Base GlasBase Plus,PermaPiy 28 JM MBR Cold Application Adhesive at (Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 1.5 to 2.0 gal/square APP-TA Base/Ply JM APP Base,APPeX 45 Torch applied (APP,Torch-Applied) Cap APPeX 45,APPeX 4.5M,APPeX 4.5M FR,APPeX 4.5M FR CR,Tricor S,Tricor M FR,Tricor M FR CR APP-CA1 Base/Ply JM APP Base JM MBR Cold Application Adhesive at (APP,Cold-Applied,1-part) Cap Tricor M FR,Tricor M FR CR 1,5 to 2.0 gal/square APP-CA2 Base/Ply JM APP Base JM MBR Bonding Adhesive at 1.5 to 2.0 (APP,Cold-Applied,2-part) Cap Tricor M FR,Tricor M FR CR gal/square 13. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC,d/b/a Trinity)CRD Evaluation Report 19340.07.08-R4 for FL1046-R7 Revision 4:04/28/2015 Certificate of Authorizotion#9503 Appendix 1,Page 2 of 21 Prepared by: Robert Nieminen,PE-59166 APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3 1A-2 Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3 1B Wood New,Reroof(Tear-Off),Recover B Mech,Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 3 1C Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 4 1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4 1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5 1E-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5 2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-10 2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 11 2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12 3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-14 3B Concrete New,Reroof(Tear-Off) F Nan-Insulated,Bonded Roof Cover 14 4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15 4A-2 LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16-17 4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18 5A CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover i9 6B Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 20-21 The followfna notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,Appendix J. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Y Wood Deck: Ultra Fast Fasteners or All Purpose Fasteners with UltraFast Metal Plates, Minimum 0,75-inch plywood penetration or minimum 1-Inch wood plank embedment, Y Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. Concrete Deck: All Purpose fasteners with UltraFast Metal Plates or Struct cont.Fasteners with UltraFast Metal Plates(flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of po lyisocya nu rate,polystyrene,wood fiberboard,periite,gypsum-based roof board,Invinsa Roof Board or Invinsa Foam that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published Instructions. Hot asphalt(HA): Full coverage at 25-30 lbs/square ➢ JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c,or full coverage at 2.0 gal/square `r 1M Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): Continuous 0.75-inch wide ribbons,12-inch o.c. Note:JM Green Two-Part Urethane Insulation Adhesive may be used where UTA-TWO-PART is referenced. JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0.75-Inch wide ribbons,12-inch o.c, 3M CR-2o: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c. Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. r Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report!9340.07.08-R4 for FL1046-117 Certificate of Authorizotion#9503 Revision 4:04/28/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 21 Florida Building Code Online Page 1 of 2 rid 411IN,� i t4e8 y; n � G, BQIS Home tog In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Lints Search Business'r�] (/1'1� product Approval Professional (t; i USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL10674-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product(Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscor'ning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscomig.com Quality Assurance Representative Address/Phone/Email Category Rooting Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,/ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezevich,PE �. Validation Checklist- Hardcopy Received Certificate of Independence FL10674 R10 COI 2015 O1 COI Plieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By sections from the code http://www.floridabuilding,.org/pr/pr_app_dtl.aspx?param=4vGEVXQwtDgtBNbEY5 V%2... 9/15/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/22/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL10674 R10 II 2015 04 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-1110.pdf Impact Resistant:N/A Verified By: Robert 1.M. Nieminen PE-59166 Design Pressure:N/A Created by Independent Third Party:Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R10 AE 2015 04 FINAL ER OC ASPHALT SHINGLES FL10674-1110.pdf Created by Independent Third Party:Yes Back Next, Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:S50-487-1824 The State of Florida is an AA[EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departmentwith an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: M� itr_] C http://ww-w.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtBNbEY5 V%2... 9/15/2015 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization 119503 353 CHRISTIAN , OXFORD,RIN O aCT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION! REPORT Owens Corning Evaluation Report 037940.02.12-115 One Owens Corning Parkway FL10674-R10 Toledo,OH 43659 Date of Issuance:02/06/2012 Revision 5: 04/22/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`s Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: ```,,�.c;`ti,ntr.,,r,' sA5 T- c Robert J.M.Nieminen P.E. 'f.;;��, ;.5':•r,-.� The facsimilesealapThisdg was snots serve byRohertNieminen, °..,wQ�i k1.-�a•-- P.E on 04/22/2015.This does natserve asap electronically signed -`�,ilrn.i t t t i Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD 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. 12-RINTY E D ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Eng Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'"'are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration', TruDefinition' Duration', Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition Oakridge',Oakridge and WeatherGuard'HP are fiberglass reinforced,laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeTM Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to Vwd=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip&ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS Certificate of Authorization 119503 FL10674-R10 Revision 5:04/22/2015 Page 2 of 6 N 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four(4)nails per shingle in accordance with FBC Sections 1507.2 or R905.2,with the following exceptions: Berkshire shingles require minimum five(5)nails per shingle. > WeatherGuardm HP shingles require minimum six(6)nails per shingle. Devonshire"shingles require minimum six(6)nails per shingle. ➢ Starter Strip Plus requires minimum five(5)nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing—Classic®&Supreme: Normal Mansard or Area para Normal M]s,,,rr Area para Wind Areas High Wind desvanes y Wind Areas Hdesvones y Area pare vientos normales Areas vientos fuerres Area para vientos normales Avientos fuertes IAI�t��r' (A) Uzi •l ! (BI 172" �l 1 5"Exposure 5 518"Exposure Exposicion Exposicion 6.2.6 Minimum Nailing—Berkshire®: Sealant strip Sealant strip La Ura deseRadar La Ura de selladar } �or--- a r s o a---- o4-----------1-04-�o o -sot- *o- \l R Y:+' JT e a - - n - agea ,. . Asphalt oolin8,xrnent Cerrento de uthode asfaho Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-115 Certificate of Authorization#9503 FL10674-R10 Revision 5:04/22/2015 Page 3 of 6 6.2.7 Minimum Nailing—Devonshire": t flails L- Nails Ten t"Spots of Asphalt Roof Cement 6.2.8 Minimum Nailing—Duration®,TruDefinition® Duration, Duration° Premium Cool&TruDefinition Duration Designer Color Collection: r, 4 Nail Pattern 6 Nal �N�msiefpswy f2sun Wt:eefn$Oeta4' Esquema de 4 clavos Pattern arra3natcp ccuto4. Sure�lal='6stenin atalLJkllh Esquema — atswd;opN�—Izs e de S claws ry=!%srgrsx enrre e! Area dedarosSureNail'' 3 0 © :s;SmeY.,FtPwP 1 t3st!Nn3J . nda+a;a «atc& arr�icidA 12" 12' T' O O p 5s"Er. — poW re Nail. 5C"E2posure S;pu,g.de exposiddn Clavas 5-`.i pu,g.de exposition 5;r'Expu ure Flails 5`-s"Exposur 544pa/g.de txposicidn Clavus 5=.i poly.de exposldtin 6.2.9 Minimum Nailing—TruDefinition Oakridge°,Oakridge®: 4 Nail Pattern 6 Nail Pattern Esquema con 4 elavos Esauema con S clavas , 1' r ," -V fes`— 12' ! r — — 1 5518"Exposure PJails 5 518"lixposure Nails Exposicidnde5518pulg. Claws Exposicidnde5618pula. 5 5i8"Exposure Clavas 5518"Exposure Exposidtin de 5518 pula. Exposition de 5518pu1a. 6.2.10 Minimum Nailing—WeatherGuardO HP: 1' 4 6inglBide VIVff F�etwrrTlivh N3dl Qtsrrs�nlali�d��h Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS Certificate of Authorization#9503 FL10674-R10 Revision 5:04/22/2015 Page 4 of 6 ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip and Ridge Shingles and ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions, using four(4)nails per shingle. Installation of DuraRidge-Hip&Ridge Shingles shall comply with the manufacturer's current published instructions,using two(2)nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations,including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing-Berkshire°Hip&Ridge and High Ridge: Fig.1 9 V Fig.2 �— Prerraong NMA f^\; T°p�av sideUctiv nue-cion •\Yr' � Gals I rials t III tails �� �•� I �—� I \ 4 4 1 IDj T I Top Laminated �r r 1 4., I I Piece I At I I 1 I Q„ �t Grytosure _ 8C i I 6.3.4 Minimum Nailing-Hip&Ridge with Sealant: mem Fig. 2 - High Wind Fastming Piave K Naha) bean Shine and � �d 2„ Excess „ Sea ia� -- $6H�3 —T— o b a 12" F' 6 Exposure Dance t-- 12 6.3.5 Minimum Nailing-WeatherGuard°HP Hip and Ridge: Fig.C Hip&Ridge Shingle Fastening Fig.A 4 Y TopVim Pre!-alling;.'Intl WIL WIN I Exposure i >' Exposure f IT Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R5 Certificate of Authorization#9503 FL10674-R10 Revision 5:04/22/2025 Page 5 of 6 r ITy ERD 6.3.6 Minimum Nailing-ProEdge Hip&Ridge Shingles: prevailling Standard Wind Direction Fastening Sealant Strip Pattern G'Exposure ' • � �''pl Ir'9 w�Fl Ir...�� t2° I Sealant Fasten 711:" 7}Jlid } 6°Exposure Cover Exposed 1 Fasteners%vith �.Roof Cement �72� 6.3.7 Minimum Nailing–DuraRidge,Hip&Ridge Shingles: Note: The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Premaiing Wind Dirccdcn Top ViEw —Direction domirunco duvcnr Yae ea plan Dirocdcndol•aisntoprvi:nin-into 4+11• Visra superior I I� flail tlyl"i '�\'M,.♦4 2.- ,ell,ell •�.�. ~� ti l I I 1 � y l a�, rt nx> w I a•aa. iFn a&Fa U�� — "y.,. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC–QUA9625;(414)248-6409;karen.buchmann@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R5 Certificate of Authorization 119503 FL10674-R10 Revision 5:04/22/2015 Page 6 of 6 Florida Building Code Online Page 1 of 2 e ldCj Departrnentq SCIS Home j Log In j User Registration Hot Topics Submit Surcharge E Stats&Facts j Publications FBC Staff i BCIS Site Map Links Search Busines (� _+� Professil + I Product Approval OUSER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail y FL# FL5259-1123 Application Type Revision Code Version 2014 Application Status Approved Comments 04/27/2015 Archived ❑ Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley,NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R23 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvb SgAaZp3 Crk... 10/7/2015 Florida Building Code Online Page 2 of 2 FRSA/TRI April 2012 2012 • TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/03/2015 Date Approved 06/23/2015 Date Revised 07/22/2015 Summary of Products FL# Model,Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R23 II 2015 05 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R23.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other:1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R23 AE 2015 05 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlaymeni system(over concrete R23.Ddf deck)for use under foam-on tile,systems Created by Independent Third Party:Yes (where the undedayment forms part of the load-path). Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures. 2.)Refer to ER Section 5 for other limits Of use. Back Ne# Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® EChx�Y. sccuritvm t;rnres http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 10/7/2015 . EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TIUNIT S• 353 CHRISTIAN STREET,UNIT#13 `� J ER® OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-1119 150 Lyon Drive F15259-1123 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 19:05/01/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The.documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 05/01/2015.This does not serve as an Robert J.M.Nieminen P.E. -x''Wk.C " electronically signed document.Signed,sealed hardcopies Florida Registration No.59166 Florida DCA ANE1983s-��; +•+' have been transmitted to the Product Approval Administrator ✓li, ""` and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD 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. l-Rlf�lll�IER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-03 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-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 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 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) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1119 Certificate ofAutharization#9503 FL5259-R23 Revision 19:05/01/2015 Page 2 of 10 F)O I TRiNiTYjER® Enti Examination Reference Date ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049), Physical Properties 6020.09.14-2 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 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.14 04/22/2015 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAffidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571,2QA Exp.08/08/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.2 Self-Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced, with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/M2 polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual ProTM is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile ProT is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1119 Certificate of Authorization#9503 FL5259-R23 Revision 19:05/01/2015 Page 3 of 10 TRINITI� ERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLEI-,1200FCOi/4OPTIONS - Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate Shingles Elastobase Yes Yes Yes Yes Yes Yes (base layer in 2-ply system) (base layer in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (base layer In 2-ply system) (baz layer in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes PolysttcklR-Xe� `:_ '�- Yes_ � ;;� No No No Yes Yes Polystick TU P Yes Yes Yes No Yes Yes See 5.5.1 Polystick TU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Elastoflex S6 G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes PolVflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.5.1 Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet(FR) see 5.5.1 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. ✓ 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro. ✓ 3M1 Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P,Polystick TU Plus,Polystick TU Max,Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro ✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro ✓ Convenience Products'Touch `n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1119 Certificate of Authorization#9503 FL5259-R23 Revision 19:05/01/2015 Page 4 of 10 QCTRINITYIERD 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro,Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete;Huber Engineered Woods"ZIP System"Panels(designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ➢ ASTM C1289,Type II,Class 1 polyisocya nu rate 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: ➢ Dens Deck Prime or SECUROCK 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 tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,UL1897 or TAS 114. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick(all variations),Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)Dual Pro or Tile Pro self-adhered to: ➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex S6 G or 56 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Polyflex G or G FR torch-applied to: ➢ Elastobase;Elastobase P or Mule-Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, refer to FRSA/TRI April 2012(04-12)and Section 5.6.4 herein. 5.6.4 Wind Resistance for Underlavment Systems in Foam-On Tile Applications: FRSA/TRI April 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 foam-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). Refer to FRSA/TRI April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1119 CertiTicate of Authorization#9503 FL5259-1123 Revision 19:05/01/2015 Page 5 of 10 TRINrry l ER® 5.6.4.2 Maximum Design Pressure=-135 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.3 Maximum Design Pressure=-315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.4 Maximum Design Pressure=-622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.5 Maximum Design Pressure=-30.0 psf*. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex 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=-37.5 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.7 Maximum Design Pressure=-37.5 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex 56 G,applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,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. 5.6.4.10 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt ortorch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MARX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R19 Certificate of Authorization#9503 FL5259-RZ3 Revision 19:05/01/2015 Page 6 of 10 t `°,, TRII rrY I ERD 5.6.4.11 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.12 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: 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. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.13 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.15 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.19 Maximum Design Pressure=-97.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,I.I.C. Evaluation Report 1312060.02.09-1119 Certificate of Authorization#9503 FL5259-1123 Revision 19:05/01/2015 Page 7 of 10 r_G TRINI-ry ER® 5.6.4.20 Maximum Design Pressure=-105 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-112.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.22 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.23 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.24 All other direct-deck,adhered Polyglass underlayment systems beneath foam-on the systems carry a Maximum Design Pressure of-45 psf. 5.6.4.25 For mechanically attached base sheet in a 2-ply system,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(04-12),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/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe shall not be left exposed for longerthan 90-days after installation. Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Dual Pro or Tile Pro shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, 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 tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be.installed. 6.3.2 Non-Tile Applications: Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R19 Certificate of Authorization#9503 FL5259-R23 Revision 19:05/01/2015 Page 8 of 10 QO-FRINITYIERD Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments 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, Elastoflex 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 1 herein, using the instructions noted above as a guideline. 6_4 Polystick MTS.MTS PLUS,IR-Xe,TU P,TU Plus,TU Max Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA- APP Cap Sheet(FR),Dual Pro or Tile Pro: 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 Mechanically 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 with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back-nailed 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 firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. j- For Dual Pro and Tile Pro,align the edge of the top sheet to the end of the glue pattern (the sheet will r overlap the fabric). k .�e y� y.. l View of Ovelap Seam of Dual Pro and Tile Pro 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 TU 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 Polyplus 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 kind,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-Ib weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick IR-Xe): Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s),base sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS;battens are required for loading/staging of the tile. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1119 CertiTicate of Authorization#9503 FL5259-R23 Revision 19:05/01/2015 Page 9 of 10 UTRINITY ER® For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus, TU Max, TilePro 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,TilePro or Polyflex SAP is allowable for use under foam- on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex 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/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.5.2 Elastoflex 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-inch beyond the lap edge. 6_6 PolVflex 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 tile applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch-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 heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7.4 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile 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 PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements. 9. QUAUTYASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1119 Certificate of Authorization#9503 FL5259-R23 Revision 19:05/01/2015 Page 10 of 10