The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALcS e-� � PWfioA ovanp7anuroP �, ca -.. Business O.rofessional Regulation � - .. _ . s.f '.obPll�ilgr`'e .. oeow.P,!srs.:dd—.-.wf. ypli j,� ` Product Approval l:. "j USER: Public User Honda �g Product Avvroval Menu > Product or AovncadOn 5earchAovlicattOn Search > Application Ms[ > AppIIOUOn aetall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email SCANNED BY St. Lucie County Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1763-R2 Revision 2014 Approved THESE PUNS AND ALL PROQOKI) WORK ARE SUBJECT TO ANY CORRECTIONS -REQUIRED BY FIELD INSPECTORS THAT . MAY EE NECESSARY IN ORDER TO Advanced Aluminum COMPLY WITH ALL APPLICABLE CODES. 2934 Parkway Street Lakeland, FL 33811 (863)648-5787 advancedaluminum@msn.com James Smith advancedaluminum@msn.com Roofing Metal Roofing ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE; REVIEWED BY G DATE MUST BE KEPT ON OB OR NO INSPECTION WIYL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe CORO'MUD P,gTIupRSOnATTACHMEWS PE-44923 MRSPOHS16101 OFTHE Architectural Testing, Inc. ow 'y•,�' �,�yy1��1,y}`�yi�',1-y �lt 12/31/2018 �'a%„"I MMIFaFdY1/IlY Locke Bowden R Validation Checklist - Hardcopy, Received FL1763 R2 COI Letter of Certification - Secured.odf Standard year TAS 100 _ 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 htlps:lAvww.floddabuilding.org/pr/pr app_dU.aspx7param=wG[VXQwtDgvFGYZsirZFRIYlNtr7Z6JQfrODQVAXOOg%3d 1/2 712Jr2017 r Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products (16/18/2015 06/19/2015 06/28/2015 , 08/18/2015FILL 'y FL # Model, Number or Name Description 1763.1 Advantage Panel 26 Ga. 26 Ga. Advantage Roof Panel over Plywood Limits of Use Installation Instructions Approved for use In HVHZ.• Yes FL1763 R2 li 26 Ga Advantage Roof Panel over Plywood HVHZ - Secured.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 j Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.SPSF Created by Independent Third Party: Yes Other: -82.25 psf at 9'-9"-9"-9" Fastener Pattern at 24' O.C. Fastener Sparing. -123.5 psf at 9"-9"-9'-9" Fastener Pattern at Evaluation Reports FL1763 R2 AE 26 Ga Advantage Roof Panel over Plywood HVHZ - Secured.odf 12" O.C. Fastener Spacing. Install per manufadu s details. For use in HVHZ Zones. Created by Independent Third Party: Yes 1763.2 flPermatile Panel 26 Ga. 26 Ga. Permatile Roof Panel over Vz" Plywood Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL1763 R2 iI 26 Ga Permatile Roof Panel over Plywood HVHZ - Secured.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-161.0PSF Created by Independent Third Party: Yes Other: -74.8 psf at 14"-14" Fastener Pattern at 14" O.C. Fastener Spacing. -161.0 psf at 7"-7"-7"-7" Fastener Pattern at Evaluation Reports FL1763 R2 AE 26 Ga Permatile Roof Panel over Plywood HVHZ - Secured.odf 14" O.C. Fastener Spacing. Install per manufacturer's details. For use in HVHZ Zones. Created by Independent Third Party: Yes 1763.3 Permatle Panel Aluminum 0.030" 030' Aluminum Permatile Roof Panel over Plywood Limits of se Approved a in HVHZ: Yes 14tallation Instructions 17 R2 II u in= Permatile Roof Panel over Plywood HVHZ - Secured ndf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use ou i e Impact Resistant: N/A Design Pressure: +N/A/-153.Spsf Created by Independent Third Party: Yes Other: -104.8 psf at 14"-14' Fastener Pattern at 12' O.C. Evaluation Reports Fastener Spacing. -153.5 psf at 70-7"-7"-7' Fastener Pattern at FL1763 R2 AE Aluminum Permatile Roof Panel over Plywood HVHZ - Secured.odf 12" O.C. Fastener Spacing. Install per manufacturer's details. For use in HVHZ Zones. I Created by Independent Third Party: Yes each Crag[ Contact Us :: 2601 BI ' Store Road. Tall h Fl, 32399 Ph.... 850487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Atcessibim, Statement :: Refund Statement Under Flodda law, emali addresses are public records. If you do not want your e-mall acidness releasM in respom e to a pubdo-remrds request, do not send electrum, mall to MIS entity. Instead, contact the office by phone or by badillonal mad. If you have any questions, please contact 850A87.1395.'Pur uent to Section 455.275(1), Florida Statutes, effective OCMber 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an =all address If they have one. The enrolls provided maybe used for official communication with the licensee. However lamed addresses are pubdc record. If you do noc wish tc Supply a Peracnel address, please provide the Department with an anal] address which can be made available to Me public. To deterinlne if you are a licansoe under chapter 455, F.S., please dirk ere. Product Approval Acoeptst st;cu_r�LyAlrrx�cs https:tlw .floridabuilding.org/pr/pr app dg.aspa?pa m�GEVXQwtDgvFGYZsjrZFR1YINbrZ6JQfE00OVAXOOg%3d 212 rEngineering Testing lnc.n 93blcwood Drive H.blc,TX 77338 Product Evaluation Report ADVANCED ALUMINUM Aluminum Permatile Roof Panel over Plywood Florida Product Approval # 1763.3 Florida Building Code 2014 Per Rule 61G20-3 Method: I-D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G203.005(1)(d) HVH2 Product Manufacturer. Advanced Aluminum 2934 Parkway Street Lakeland, Florida 33831 Engineer Evaluator. HLE (;0mY Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages l-4 111111 a r rye', C E' F- O r STA7E OF smO0orrArma i�, d .. �V �� FL# 1763.3 June 18, 2015 l` Force Engineering & Testing Inc. 19530 Rumblewood Drive Hu.-uble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Aluminum Permatile Roof Panel, 0.030" Aluminum, 28" Coverage, through fastened roof panel over APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: 0.030" Aluminum, ASTM B209 conforming to Florida Building Code 2014 Section 1507.4.3. Panel Coating (Optional): Fluropon® Coating by Valspar Corp. Yield Strength: Min.25.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3 Panel Dimension(s): Thickness: 0.030" min. Coverage: 28" maximum coverage Rib Height: 1 Y" tall major rib at 7" O.C. Panel Fastener. #9-15 x 2-1/2" Woodbinder HSS 304 SS with sealing washing or approved equal Y<" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1517.6. Substrate Description: 1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32" thick (min. 15/32") the attachment of the decking in no case shall be less than 8D annual ring shank nails at 6" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. 2) For Non-HVHZ applications, use min.15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. ' 7 'tic' zsak IMF � FL# 17633 '%1&HNr11 CE iYSF No. 40 STATE OF ; ¢ �' se.mmofs �� F • O RI June 18, 2015 Design Uplift Pressures: ,-fr7 rForcengineering 8c Testing Inc. 19530 R rnblmood Drive Humblc.TX 77338 Table"A" Maximum Total Uplift Design Pressure: 104.8 psf Fastener Pattern: 14"-14" Fastener Spa6ng: 12" O.C. 'Design Pressure includes a Safety Factor= 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2,1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06 -Testfor Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems • TA5100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110.00- Accelerated Weathering / Salt Spray Reference Data: 1. TA5125-03: UL 580.06 / 1897-04 Uplift Test Force Engineering & Testing, Inc (FBC Organization # TST-5328) Report No. 343-0150T-13A-C 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T225-13 3. TAS 11D-00: Fluropon° mating by Valspar Corporation A) ASTM G 155 by PRI Asphalt Technologies B) ASTM B 117 by PRI Asphalt Technologies 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc (FBC Organization # ANE ID:1920) NSErEtt�I t• c E NSF<�� q • STATE OF ; c �.•��` AL O R19 A �v i/�M FL# 17633 June 18, 2015 V, Force Engineering &Testing Inc. 19530 Ramblewood Drive rinmblaTX 77338 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 611320-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014, including Section 2515.2.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. CENyFC^`�: STATE OF ?'. 4 ��t` ALORI9A.•�+'� mewrmem � 6 • . V1 �� oxO6im ,�� it�N IItt1 10% FL# 1763.3 June 18, 2015 FASTENER PATTERN TYPE A. AT 12" O.C. I la I le #9-15 x 2-1/2" WOODBINDER HSS 304 SS W/ WASHER FASTENER PATTERN TYPE B. AT 12" O.C. 7' _I_ r _I, r #9-15 x 2-1/2" WOODBINDER HSS 304 SS W/ WASHER awaomadda QOA. 19R&779 L^q4C �t a�. �. 1jF�PdP !!•: a .ups 'A trtr)tl)t)a�} June 18,2 015 32" OVERALL PANEL WIDTH Tv 1-3/4" UNDERLAP /-\ M T7`\ OVERLAP SIDE Shatod At�IL C.OA 28" COVERAGE WIDTH #20M PermaTile ,;MANUFACCQ45E, F99MA3R,ALUMII+uk Profile Mott n e u►°i° �� ....., 0 ., •'..Vo ho.44923 -p: STATE OF ; ,C TC0Rto tn : DESCRIPTION: PERMATILE PANEL PROFILE STYLE: PERMATILE .030 ALUMINUM PANEL FILE: PTPANELPROFILE-01 NOTE: ALWAYS INSTALL PANELS FROM RIGHT TO LEFT (Looking up at ridge from eave) U.j IFREE RIB FASTENERS 2-1/2" #9 304 STAINLESS HEX HEAD SELF -DRILLING WITH ALUMINUM PEPMATILE f EPDM WASHER PANEL UNDERIAP SIDE VIEW A PPNElaFa1G ADDEO� OVERLAP SIDE SIDE SIDE Note: Above is the general screw pattern for Permatile. For HVHZ zones or wind speed restricted areas, please see the Permatile Load Table Over Plywood testing paper for proper fastening in your area. I.---i Module/Tlle Spacing RIGHT SIDE OF PANE_ LOOKING FROM FASCIA END (SEE VIEW Al State at Fit C.OA � 9SgTr1 cE No.4 923 STATE OF •� a Aj DESCRIPTION: PERMATILE SCREW FASTENING DETAIL STYLE: STANDARD PERMATILE PANEL FILE: SCREWPATTERN-01 F7 2 E12017C ? us norloa owwitg a.we vnunn EMS Nome Log In User Registratlonv ! HMToplm I Submit Surcharge Stats & Facts Publiodcm FBC Staff I BCIS Site Map '� Links ;~ Seartli x '}� Y- Product Approval bY- USER: Public User a Fmtluct Aooroval Menu > PmtluR or Aoollotion Search > Aool'otlon LISP > Application DetaB FL # RL5259-1125 Application Type Revision Code Version 2014 Application Status Approved Comments 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 THESE PLA;idS AND ALL PROPOSED IINORK ARE SUBJECT TO ANY CORRECT IONS 'REQUIRED BY FIELD INSPECTORS THA71 MAY BE NECESSARY IN ORDER TO COMPLY WiT I ALL XIFIMABLE CODES. Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com SCANNED BY St. Lucie County Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ocense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2018 Validated By John W. Knezevich, PE v. Validation Checklist - Hardcopy Received Certificate of Independence FI 5259 R25 COI 2016 01 COI Nieminen ndf 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 https9Avww.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXOwtDgvbSgAaZp3Crk2vS°/a2feg01ipmOTAu7g3GAlUPJLg638cVw%3d°had 1/2 208=17 Florida Building Code Online FM 4474 2004 FRSA/lRI April 2012 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2016 Date Validated 10/18/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/15/2016 Summary of Products FL# Model, Number or ame Description 5259.1 Polyglass Roof Roofing underlayments Underiayments Limits of Use Installation Instructions Approved for use in HVH2: No FL5259 R25 II 2016 30 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- 2R 5.odf Approved for use outside HVH2: Yes 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 FLS259 R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS ELS259- R25.odf underlayment system (over concrete deck) for use under foam -on the systems (where the Created by Independent Third Party: Yes underlayment 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 nest Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 85U-487-1824 The State of Florida Is an AA/EE0 employer. copyright 20D7-2013 State of Fladda.:: Pdvacv Statement :: Accesslbliity Statement :: Refund Statement Under Florida law, email addresses ere public remrtls. If you do not want your e-mail address released in response to a publio-records request, do not send electronic mall to this amity. Instead, contact the office by phone or by hadltioned mall. If you have any questions, please wrrtact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 201Z Hansom licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The malls provided may be used for offidal 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 Ileertes under chapter 455, F.S., please dick here . Product Approval Acrapts: °c= -a A sccuriLs•r,u;iiite, htlpsJ/www.floridabuildirlg.orglprlpr_app dtlaspx7param=wGEVXOwIDgvbSgAazp3Crk2vS%a2feg01ipmOTAu7g3GAlUPJLg63BCVw%3d%3d 2PL r..._ , TRINITY' ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 • Polyglass USA, Inc. Evaluation Report P12060.02.09-R21 .150 Lyon Drive FL5259-R25 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 21:10/17/2026 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 orthe referenced Quality Assurance documentation changes. Trinity) ERD 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 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/17/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD 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] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have norwill 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. S. 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. TRINITY, ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Poiyglass 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 1504.3.1 Wind Uplift UL 1897 20D4 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, 1S07.9.3 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: 90211 Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 O1/12/2000 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 (TST5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TSTS878) 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-035-02-01 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/O1/2008 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 O9/13/2001 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 P3740.01.07 O1/04/2007 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-R3 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P31030.11.09-2 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 Exterior Research and Design, I.I.C. Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 2 of 13 TRINITY l! ERD 90ifty Examination Reference Date 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 09/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 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-Ri 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-Ri 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-SC8080.05.15-1 05/20/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD (TST 6649) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC12025.30.16 10/12/2016 ICC-ES (EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.09 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAffidavit Mule -Hide Crass Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, L-C. (QUA9625) quality Control Service Confirmation Exp. 04/24/2018 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. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self-AdheringUnderlayments: 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 D3970. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21 Certifimte of Authorization H9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 3 of 13 a TRINITY! ERD 4.2.4 Polystick TU Plus is a nominal 0-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a of esterfabric surfac ets 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 Pro" 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 Prom 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. 4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D3970. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex SIG 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. 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABiis 1: RooF CoyErtOPnoes �.r - ` - ,� y Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes& Slate shingles Yes Yes Elastobase - Yes (base sheet 2�ly (base sheet in 2-ply Yes Yes Yes system) system) Yes Yes ElastobaseP Yes )basesheetin2-ply (base sheet in 2-pry Yes Yes Yes system) system) Yes Yes Polyglass G2 Base No (base sheet In 2-ply (base sheet N 2-pry No No No system) system) Yes Yes Polyglass APP Base No (base sheet In 2-ply (base sheet in 2-ply No No No system) system) Polystick MrS Yes Yes No Yes Yes Yes Polystick Mrs PLUS Yes Yes No Yes Yes Yes Polystick lR-Xe Yes No _ _No No Yes Yes Polystick TUP Yes Yes Yes No Yes Yes See S.S.1 Polystick TU Plus Yes Yes Yes Yes Yes Yes See S.5.1 Exteno�'LC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 4 of 13 J TRINITY ' ERD ... _,..•..'. ," - - ,+.: :`. _ ", :.TABLE1: RoDFCovER6PT10N5=-.: .',.. �... .. Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes& Slate Shingles Polys[ick TO 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.S.1 Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6G 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 Polynex SAP or SAP FR Yes Yes Yes No Yes Yes See 55.1 Mule -Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet (FR) Yes Yes See 5.5.1 No Yes Yes 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. ✓ 3MTM 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. ✓ 3M" Foam Roof 'rile 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 ✓ Convenience Products' Touch 'n Seal Storm Bond Roof,Tile Adhesive (FL34506): Polystick TU Plus, Polystick TU Max. ✓ Dow TileBond (FL717):* Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro. ✓ Polyglass PolyLok Roof Tile Adhesive (FL37855): Polystick TU Plus or Polystick TU Max. 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 05B 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. Exterior Research and Design, U.C. Certificate of Authorizotion #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 F15259-R25 Revision 21: 10/17/2016 Page 5 of 13 l--Ji TRINITY ERD 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 polyisocyanurate 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 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 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 FBC Section 1504.3.1. 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 0226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: > ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or G FR torch -applied to: D Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP 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, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment 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 usf: 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, Polyflex 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=-97.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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 and back -nailed within the selvedge -edge side laps using 12 ga. x 1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. Exterior Research and Design, I.I.C. Certificate o/Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 6 of 13 { l ` / TR" 1N1TY { ERD 5.6.4.3 Maximum Design Pressure = -105 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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 and back -nailed within the selvedge -edge side laps using 12 ga. x IY." ring shank nails through 32 ga., 1-5/9" diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure =-135 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflez SA-V over all plywood joints. Base Ply: (Optional) 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. 5.6.4.5 Maximum Design Pressure =-315 osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.6 Maximum Design Pressure = -622.5 nsf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflez S6 G, applied in full mopping of hot asphalt or Polyflex 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 1.25-inch long x 1-inch head diameter round metal cap nails Spacing; 6-inch o.c. at the 3-Inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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 osf•: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.9 Maximum Design Pressure=-37.5 osf': Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. Exterior Research and Design, I.I.C. Certificate of Authorization R9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-RZS Revision 21: 10/17/2016 Page 7 of 13 r • � TRiNIIY I ERD 5.6.4.10 Maximum Design Pressure =45 osf• Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: 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 56 G, applied in full mopping of hot asphalt 5.6.4.11 Maximum Design Pressure =-45 osf•: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASfM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering undedayment 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 5.6.4.12 Maximum Design Pressure =-45 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c, at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hat asphalt or Polyflex G, torch -applied. 5.6.4.13 Maximum Design Pressure=-52.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 Maximum Design Pressure =-52.5 osf•. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase 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 5-inch o.c. at four (4) 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 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 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex 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. 5.6.4.16 Maximum Design Pressure =-60osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the flinch 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. Exterior Research and Design, U.C. Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Evaluation Report 1312060.02.09-1121 FL5259-RZS Revision 21: 10/17/2016 Page 8 of 13 TRINITY tERD 5.6.4.17 Maximum Design Pressure =-60 osf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Fiat 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. 5.6.4.18 Maximum Design Pressure=-67.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c, at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.19 Maximum Design Pressure =-75 Deck: Min. 15/32-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 underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polynex G, torch -applied. 5.6.4.20 Maximum Design Pressure=-9O osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex 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. 5.6.4.21 Maximum Design Pressure =-90osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.22 Maximum Design Pressure = -90 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded 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 5.6.4.29 Maximum Design Pressure = -90 osf Deck: Min.15/32-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 underloyment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 97inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 9 of 13 'd TRINITY' ERD 5.6.4.24 Maximum Design Pressure =-97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: it ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. - 5.6.4.25 Maximum Desien Pressure =-105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 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 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.27 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.28 Maximum Design Pressure = -220 psf: Deck: _ Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c, at five (5) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt. 5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.30 For mechanitally_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 (04-12), Appendix A, Table 3A 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 AN51/SPRI WD1. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase 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 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. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 10 of 13 1 ,:- I�RII�IIlY ERD ., 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. 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: 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 6.4.1 6.4.2 Polystick MTS, MTS PLUS, IR-Xe, TU P. TU Plus, TU Max, Dual Pro, rile Pro or MU-X or Polyflex SAP, Polyflex SAP FIR Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Can Sheet (FRI: Shall be installed in compliance with the codified requirements for ASTM D3970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 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 - firmly rolled with a -minimum 28 lb. hand 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 (the sheet will overlap the fabric). Exterior Research and Design, U.C. Certificate of Authorization #9503 View of Ovelap Seam of Dual Pro and Tile Pro FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-1121 FL5259-R25 Revision 21:10/17/2016 Page 11 of 13 r } TPJNIlY ERD 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-lb 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. 28lb 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 PalvsticklR-XeorPolystick MU-X): 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. For nail -on tile systems over Polystick MTS PLUS: D Battens are required for loading/staging of lugged tile regardless of slope. D Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlavment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, rile Pro, MU-X 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 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 Polyflex 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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1121 Certifkate ofAutharization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 12 of 13 -a TRINITY ? ERD 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 sail- 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. S. MANUFACTURING PLANTS: • Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; lcchancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization#9503 - FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 13 of 13