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HomeMy WebLinkAboutPRODUCT APPROVAL1/5/2018 ¢ Florida Building Code Online _ Ny fi� e 8 MOST, E N BCIS Home Log In i User Registration ql Hot Topics Submit Surcharge Slats & Facts Publications - FBC Stan I BOS Site Map Links j Search fl fide I,t ) Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List> Application Detail OW `fie FL # FL7804-R10 RECEIVED Application Type Revision Code Version 2017 JAN 12018 Application Status SCANNED Approved BY ST. Lucie County, Permitting Comments St. Lucie County Archived ST LUCIE COUNTY DUILDH4'G DIVISIO Product Manufacturer Entegra Roof Tile, LLC L'^VSysr .- Address/Phone/Email 1289 NE 9th Avenue F0ri COFA Ip Okeechobee, FL 34972 (602) 515-6933 REVl6\VED BY thomas.jemmett@boral.com DATE 3 — PLCfIS AND ERMIT M1tUS E3E KEPT ON JOB OR Authorized Signature Thomas Jemmett NO INSPECTION WILL BE MADE. thomas.jemmett@boral.com Technical Representative Address/Phone/Email THESE PLAitS AND ALL ^R4P0SF.D ti'!Ol'r Quality Assurance Representative ARE SUWFGT `i0 Address/Phone/Email HF.pI)1RFp'c;i PiF!_CI Ih�i'-r.G'CI``1a�liAT FfLAY liE � I(:Cc`r� �`f If•1 u�;t�El� � t) Category Roofing , t I� r,y;; Ian Subcategory Roofing Tiles 001tIPLYkliTli lLL'%'1 L-rk Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C-J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen CONCEALED FASTENERS OR ATTACHMENTS Evaluation Report Florida License PE-59166 ARE THE RESPONSIBILITY OF THE Quality Assurance Entity PRI Construction Materials Technologies, LLGftNTp1CTOR OF RECORD Quality Assurance Contract Expiration Date 11/02/2018 O IL Validated By John W. Knezevich, PE L7j Validation Checklist - Hardcopy Received Certificate of Independence FL7804 R10 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1492 2003 FRSA/TRI April 2012 2012 SSTD 11 1997 TAS 100 1995 TAS 101 1995 TAS 102 1995 TAS 102(A) 1995 TAS 112 1995 Equivalence of Product Standards Certified By 1/2 1/5/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/22/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 7804.1 Entegra Concrete Roof Tiles (HVHZ Concrete Roof Tile jurisdictions) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7804 R10 II 2017 10 FINAL R ENTEGRAFL7804- RIO HVHZ.odf Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Unnits of Use. Refer to ER Evaluation Reports Section 6 for Installation. FL7804 RIO AE 2017 SO FINAL ER ENTEGRA FL7804- R10 HVHZ.Ddf Created by Independent Third Party: Yes 7804.2 Entegra Concrete Roof Tiles (non- Concrete Roof Tile HVHZ jurisdictions) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7804 R10 II 2017 10 FINAL R ENTEGRAFL7804- RIO NON-HVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use. Refer to ER Evaluation Reports Section 6 for Installation. FL7804 R10 AE 2017 10 FINAL ER ENTEGRA FL7804- RIO NON-HVHZ.odf Created by Independent Third Party: Yes Suck riaai Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Conyrloht 2007-2013 State of Florida :: privacy Statement :: Accessibllity 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. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ilmnsed 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 In the public. To determine if you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: ®®0 M seeurityntl:-rxlcs https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquovOjOHI%2bAMgsl79%2bkbgMWULRpAyRP/a2fQOg3lx7gHM6LOA%3d%3d 212 z EXTERIOR RESEARCH & DESIGN, L-C. Certificate ofAathorization #9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT e�-r�1-y-1—� A Entegra Roof Tile, LLC Evaluation Report E39330.11.11-2-RS Q r V 1 1,-�.T711- A 1289 NE 9"Avenue FL7804-R30 R 0 0 F T I L. F Okeechobee, FL34972 Date of Issuance:11/02/2011 (602) 515-6933 Revision 5 : 10/17/2017 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 61h Edition (2017) Florida Building Code (non- HVHZ) sections noted herein. DESCRIPTION: Entegra Concrete Roof Tiles (non-HVHZ jurisdictions) 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. TrinityJERD 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 "Trinityl ERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/17/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Trinityl 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. 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. S. 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. < �I TRINITY I ERD ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra Roof Tile, LLC, have demonstrated compliance with the following sections of the 6t° Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1S07.3.5, R905.3.5 Physical Properties ASTM C1492 2003(2009) 1507.3.7, R905.3.7 Attachment Requirements FRSA/TRI April 2012 (04-12) 2012 1504.2.1.1 Overturning Moment SSTD 11 1997 3. REFERENCES: flnt!w Examination Reference Date ATL(TST3782) Physical Properties RT0615.01-11 06/28/2011 ATL(TST3782) Physical Properties RT0615.02-11 06/28/2011 ATL(TST3782) Physical Properties RT0615.03-11 06/28/2011 ATL(TST3782) Physical Properties RT0615.04.11 06/28/2011 ATL(TST3782) Physical Properties RT0615.05-11 06/28/2011 ATL(TST3782) Physical Properties RT0316.01-12 05/31/2012 ATL (TST 3782) Physical Properties RT1103.01-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.02-15 11/07/2015 ATL (TST 3782) Physical Properties RT1303.03-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.04-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.05-15 11/07/2015 PRI (TST5878) Physical Properties ESI-001-02-01 11/06/2006 PRI (TST5878) Physical Properties ESI-002-02-01 11/06/2006 PRI (TST5878) Physical Properties ESI-003-02-01 11/06/2006 PRI (TST5878) Physical Properties ESI-004-02-01 11/06/2006 PRI (TST5878) Physical Properties ESI-005-02-01 12/12/2006 PRI (TST5878) Physical Properties HRT-023-02-01 11/19/2007 PRI (TST5878) Physical Properties HRT-026-02-01 01/08/2008 Tile Roof Institute SSTD 11 Membership Confirmation Current PRI(QUA9110) Quality Assurance Service Confirmation Exp.11/02/2018 Exterior Research and Design, LLC. Cer if lcote ofAuthortrn0on #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Entegra Roof Tiles Evaluation Report E39310.11.11-2-RS FL7804-R10 Revision 5: 10/17/2017 Page 2 of 6 .i 4. PRODUCT DESCRIPTION: 4.1 ASTM C1492,Type III L 16' 1-1l4' 10' Y 2 7 16' Bermuda Flat Exterior Research and Design, U.C. Cerdjhate ofAuthorltatlon p9Sa3 '\�TRJNITY J ERD BERMUDA"FLAT, :PLANTATION FLAT'and 'ew Horizon Flat (P EDITION (2017) FBC NON-HVHZ EVALUATION Entegra Roof Tiles Plantation Flat Evaluation Report E39310.11.11.2.RS FL7904-R10 Revision 5: 10/17/2017 Page 3 of 6 f VI 4.2 4.3 17" Galena Spanish "S" 10" Hacienda 11r �TRINITY I ERD ', ESTATE Estate "S" Exterior Research and Design, LLC. Evaluation Report E39310.11.11.2-RS Cenuimte of Authorization 09503 6t"EMION(2017)FBC NON-HVHZ EVALUATION FL7804-R10 Entegra Roof Tiles Revision 5: 10/17/2017 Page 4 of 6 \- I KINI Y I ERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this evaluation; refer to FBC 1505.2, Exception 2 (for non-combustible deck) or listing by an approved testing agency for fire rating of this product. 5.4 Underlayment shall hold Florida Local or Statewide Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2022(04-12). 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC 1507.3, the FRSA/TRI April 2012 (04-12) and, for mortar -set or adhesive -set applications, the mortar or adhesive manufacturer's Product Approval. 6.2 Underlayment shall be installed in accordance with FRSA/TRI April 2012 (04-12) or the underlayment manufacturer's current Product Approval. For mortar -set or adhesive -set tile roofing applications, the underlayment current Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 6.3 Attachment: 6.3.1 Mechanically Attached Tile: Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift Moment determined in Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3. 6.3.2 Mortar -Set Tile: Wind load resistance shall be in accordance with Table 2A or 213 of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the mortar manufacturer's Product Approval. 6.3.3 Adhesive -Set Tile: Wind load resistance shall be in accordance with Table 2A or 213 of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the adhesive manufacturer's current Product Approval. Refer to the current version of the referenced Florida Product Approval for paddy -placement details and performance data. = TILE ADHESIVES FOR ADHESIVE -SET TILE SYSTEMS m Manufacturer Product s Florida Product Approval DAP Foam, Inc. 'Touch N' Seal Storm Bond" FL14506 'Touch N' Seal Storm Bond 2" FL21374 Dow Chemical 'TILE BOND—" FL22525 ICP Adhesives & Sealants, Inc. "Polyseto AH-160" FL6332 Exterior Research and Design, LLC Evaluation Report E39310.11.11-2-RS Certificate ofAutho4zotfon 09503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL7804-R10 Entegra Roof Tiles Revision 5: 10/17/2017 Page 5 of 6 ,, I KINITi ERD 6.3.4 Hip and Ridge Tile: Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop hip and ridge metal, refer to the hip and ridge metal manufacturer's current Product Approval (e.g., FL5374) or test report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 7. LABELING: 7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. 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: Plant Profiles Okeechobee, FL Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S" Ft. Myers, FL Horizon Flat, Hacienda Deerfield Beach, FL Horizon Flat, Hacienda, Regal 10. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC. — QUA9110; (813) 621-5777 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report E39310.31.11.2-RS cerdj7wte ofAuthorfration 09503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL7806-R10 Entegra Roof Tiles Revision 5: 10/17/2017 Page 6 of 6 1/5/2018 Florida Building Code Online -- t lop- BOS Home Log In 1 User Registratlon Hot Topics I Submit Surcharge Stats 6 Fads I Publk.U.ns F8c staff I BOS Site Map I Unks I Search a 3 r� Product Approval SCANNED USER: Public User db S IBy Product Approval Men. > Product or Application Search > 1 6 111rpp�1'GeLljFoy FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL6332-R8 Revision 2017 Approved 9 ICP Adhesives & Sealants, Inc. 12505 NW 44th Street Coral Springs, FL 33065 (868) 774-1419 Ext 201 rylipelkonen@icpadhesives.com Riku Ylipelkonen rylipelkonen@icpadhesives.com Roofing Roof Tile Adhesives ^ST, LUCIE COUNTY ©UILDINO DIVI8101 R�"IflrVd� POPS Comp CIGVIEWED DY bATI3 PI.AN9 Af D OERMIT MUS f Q11 Karer ON JOIB OR N0) INE9f1EQ9 ON W!LI, lss h,1 MIR THESE DLANr V!�AU'"nqrn, 'IC ARESWPEc-T 17;,;:; :;OF Or,$ REQUIRED 7 Y Fill p Ih i /"(C 18 ThA KAY bE ,1EC= 8k Y L I C) .lh'ii COMPLY WiTH ALI : ,J-llr; I'l f F-- CONCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 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 Product Approval Method PE-59166 UL LLC 06/OS/2018 John W. Knezevlch, PE Cj Validation Checklist - Hardcopy Received FL6332 R8 COI 2017 01 COI Nieminen.odf Standard SSTD 11 Year 1997 7 �� t b,' 4 _ r• t https*.IA w.floridabuilding.org/pr/pr app_dll.aspx?param=wGEVXQwIDquanCtKft6f%2fM%2b3ax6XPXuocQWKcLM2j%2bQ%p3d 112 1/5/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/12/2017 10/14/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 6332.1 ICP Adhesives Polyset AH-160 j Dual component expanding polyurethane roof tile adhesive Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +n/a/-178 Other: 1.) The design pressure limitation in this application refers to hip and ridge tiles in one configuration. Refer to Table 2 of ER for all hip and ridge tile limitations. 2.) Field tiles are designed based on overturning moment resistance. Refer to Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5 for other Limitations of Use. Installation Instructions FL6332 R8 II 2017 10 FINAL ER ICP AH160 FL6332- R8.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL6332 R8 A 17--10_FINAL ER ICP AH160 FL6332- R8.odf Created by Independent Third Party: Yes flack Next Contact Us :: 2601 elalr Stone Road. Tallahassee F 32399 Phone: 050-487-1824 The State of Florida is an AA/EEO employer. C9ovripht 2007-2013 State of Florida.:: Privacy Statement:: Accesslbilltv Statement :: Refund Statement Under Florida law, email addresses are public records. It 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 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 dick here . Product Approval Accepts: W ® H M SCGtlritymM TRIOS- https:Nwww.floridabuilding.org/pr/pr app_dU.aspx7param=wGEVXQwtDquanCtKft6f%2fM%2b3ax6XpXuocQWKcLM2j%2bQ%3d 212 ,J TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, L-C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 13 OXFORD, CT 06478 (203)262-9245 ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-RB 12505 NW 44th Street FL6332-RB Coral Springs, FL 33065 Date of Issuance: 08/08/2008 (888)774-1419 Revision 8:10/12/2017 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. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: ICP Adhesives Polyset® AH-160 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) 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 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INsPEcnON: 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The f saimile seal appearing was authorized by Robert Nieminen, P.E. on 10/12/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I 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. Exterior Research & Design, L-C. d/b/a 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. 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. `,J TRINITY ( ERD I ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: ICP Adhesives Polyset® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the 6`h Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sections Pro a Standard Year 1504.2.1.1 Overturning resistance SSTD 11 1997 3. REFERENCES: 912iint Examination Reference Date ERD (TST 6049) Static Uplift —SSTD 11 P39740.02.12 02/20/2012 ERD (TST 6049) Static Uplift —SSTD 11 P39740.11.13-RI 01/02/201S IOC-ES(EVL2396) 20121BC Compliance ESR-1709 12/01/2016 Miami -Dade (CER 1592) HVHZcompliance 17-0322.03 04/27/2017 PRI (TST 5878) Static Uplift —SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) Static Uplift—SSTD 11 PFI-006-02-01 05/09/2005 PRI(TST5878) Static Uplift—SSTD 11 PFI-006-02-02 05/09/2005 PRI (TST 5878) Static Uplift —SSTD 11 PFI-007-02-01 10/11/2005 PRI TST 5878) Static Uplift —SSTD 11 PFI-008-02-04 02/21/2006 PRI TST 5878) Static Uplift —SSTD 11 PFI-009-02-03 02/21/2006 PRI TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-010-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 ECM-003-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD it ECM-004-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-OOS-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-006-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-007-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-008-02-01 06/13/2008 UL LLC (QUA 9625) Quality Assurance Service Confirmation Exp. O6/05/2018 4. PRODUCT DESCRIPTION: 4.1 ICP Adhesives Polyset® AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders (ICP Adhesives ProPack® 30 & 100). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity( ERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZjurisdictions. Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-RS Cenipmte of Authorkation#9503 eEDITION (2017)FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset• AH-360; (888) 774-1419 Revision 8: 10/12/2017 Page 2 of 9 \\-JTRINITY ERD 5.3 Fire classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings of this product and FBC 1505.2. 5.4 ICP Adhesives Polyset® AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction. 5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives Polyset® AH-160. 5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to projects having an Aerodynamic Uplift Moment (Ma), determined in accordance with FBC 1609.5.3 or Tables 2A and 213 of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 1: FIELD TILES IN ICP ADHESIVES:POLYSETO AH-260 ALLOWABLE OVERTURNING MOMENTPERFORMANCE DATA 2T01 MARG/NOFSAFETYAtREADYAPPUEDFOR INDEPENDENT fSINGLEOR CONTINUOUS PADDY) PU cDoENP. 4 TOi"MARGWOFSAFErYAEREi1DYAPPUED FOR INTERDEPENDENT(TWO PADDY) PLACEMENT' Tile (FBC 1609.5.3) Adhesive Paddy Placement Allowable Overturning Type Profile Moment (k-Ibf) Independent; Single Paddy, Medium (2x7-inch,-30 gram) 60 Concrete Clay Flat Independent; Single Paddy, Large (WO -inch, -45 gram) 112 Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at the overlap) 54 Clay or Low/ Independent; Single Paddy, Medium (2x7-inch,-30 gram) 39 Independent; Single Paddy, Large (2x1O-inch,-54 gram) 67 Concrete Medium Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile overlap) 58 Clay High Independent; Single Paddy, Large (2x1O-inch, -45 gram) 134 Independent; Single Paddy, Medium (2x7-inch, -30 gram) 65 Clay or / Concrete t/ Hi h g Independent; Single Paddy, Large (WO -Inch, `63 ram p g y g( g )Q9 Interdependent; Two Paddy (4x4-inch On underlayment, 2x4-Inch at tile overlap) 40 V 111 Clay ZBarne-1 2x10-inch x-35 gram for pans; 2 @ WO -inch x -17 gram for cap 147 Concrete Barrel 2x10-inch x-35 gram for pans; 2 @ 1x10-inch x-17 gram for cap 107 ClayCap atop 2x Independent: Continuous Paddy p Y ("'34 gram/k) 135 stringer Concrete Cap atop 2x Independent: Continuous Paddy (- 34 gram/ft) 116 stringer Clay Cap atop 2x Interdependent: 105 stringer Head: One (1) #10 x 2W' screw; Overlap: 1 x 6 inch ('"10.5 gram) Concrete Cap atop 2x Interdependent: 76 stringer Head: One (1) #10 x 2M" screw; Overlap: 1 x 6 inch (^10.5 gram) 5.6.1 Data in Table 1 relates to installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April 2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP Adhesives Polyset® AH-160. 5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives Polyset® AH-160 shall be tested in accordance with SSTD it or Testing Application Standard TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'. Exterior Research and Design, U.C. Evaluation Report 02768.03.06-R8 CertlProte of Authorization#9503 e EDITION (2027) FBC NON-HVH2 EVALUATION FL6332-118 ICP Adhesives Polyset- AH-160;1888) 774-1419 Revision 8: 20/12/2017 Page 3 of 9 t TRINIT(J ERD 5.7 Hip and ridge tiles using ICP Adhesives Polyset® AH-160 are limited to projects having hip/ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. ` `TABLE 2t'HIP&RIDGE TILESIN ICP ADHESIVES PDLysETOAH-160 ` - ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA ._. " 2 TO I MARGIN OFSAFETYALREADYAPPUEDFOR INDEPENDENT(CONTINUOUS PADDY) PLACEMENT _ 4 TO I MARGIN OFSAMALREADYAPPUED FOR IWMDEPENDENTPUICEMENr Allowable rile Substrate Attachment Method Design Pressure (Psf) Clay 2x PT ridge board Independent: Continuous Paddy (-34 gram/ft) 116 Concrete 2x PT ridge board Independent: Continuous Paddy (` 34 gram/ft) 107 Clay 2x PT ridge board Interdependent: Head: One (1) #10 x 2342" screw; 90 Overlap: 1 x 6 inch (-10.5 gram) Concrete 2x PT ridge board Interdependent: Head: One (1) #10 x 236" screw; 56 Overlap: 1 x 6 inch (-10.5 gram) Clay or Hip & Ridge Channel Metal (FL5374): Independent: Continuous Paddy (`34 gram/k) 169 Concrete galvanized only Clay or Trim Lock' (FL5374): aluminum, Independent: Continuous Paddy (-34 gram/ft) 173 Concrete galvanized, Galvalume Or stainless steel Clay Or Trim Lock' Plus (FL537® ): aluminum, Independent: Continuous Paddy (- 34 gram/ft) 178 Concrete galvanized, GDlvalume or stainless steel Clay Top Notch (FL8095) Independent: Continuous Paddy (' 32 gram/ft) 125 Concrete Top Notch (FL8095) Independent: Continuous Paddy (-32 gram/ft) 146 6. INSTALLATION: 6.1 ICP Adhesives Polyset® AH-160 and the tile roof assembly shall be installed in accordance with .FRSA/TRI April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the limitations outlined in Section S. 6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12). Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. 6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. R. MANUFACTURING PLANTS: Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC. - QUA9625; (847) 664-3623; LeAnna.Gradecki@ul.com Exterior Research and Design, LLC Evaluation Report 02768.03.06-RB Ceatpmte oJAuthodrotlon#9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset° AN-160; (888) 774-1419 Revision 8: 10/12/2017 Page 4 of 9 `J TRINITY ERD 10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE): 10.1 Independent, Medium PaddV: Exterior Research and Design, LLC. Evaluation Report 02768.03.06-RS CenLJhnte of Authorization N9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset• AH-160: (888) 774-1419 Revision 8: 10/12/2017 Page S of 9 `J TRINITY I ERD 10.2 Independent, Large Paddy: Exterior Research and Design, LLC. Evaluation Report 02768.03.06-Re Certificate ofAuthodrodon 09503 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset• AH-160, (888) 774-1419 Revision 8: 10/12/2017 Page 6 of 9 .0.3 Interdependent, Two Paddy: Nail through plastic cement (when required) Battens optional ° 9 Single padd on top of t8 4x4in. ' Singlopad undarti singlepaddy on underlayment 2 x 4 in. (r� 10m Flat/Low Profile Tile (umlertile) I Nall through plastic cement Single paddy under the (when required) Paddy(between tiles) Battens Paddy (under tde) optional Single paddy on top of tib\ s, x4 in. 2 x 4 in..k\ Single paddy an underlayment ti\ loin. �`'-. 2in. Eave Closure Eavecourse Fascia Medium Profile Tile Nall through plastic ce Single paddy undertile (when required) Paddy (between tiles) Battens optional Paddy (under tile) ✓ Single paddy �an underlayment 4x4in.� Single 2x4in. paddy on �. topottile x t„ Eavecourse Fascia weephole 10in.z in. Eaveclosure Drip edge High Profile Tile Exterior Research and Design, U.C. Evaluation Report 02768.03.06-118 certlilcute of Authorkintlan"56a 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyseta AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 7 of 9 10.4 10.5 Two Piece Barrel (Cap & Pan) Tile: Forum 20 to 25 -0im cantxl eras do oacM1 4deol cva�IXn - i. RemovetEportionofgagaworse pen Olen Ensan gave end.d of pan and o Two Piece Barrel - High ProfileTiie Hip and Ridge (independent placement): A load onC Pn(.YnE .160=y M appY eb O fi&I oti smfmromiroflsskes o: drc Idµtilge Watl m gbhidtxd oefal f �me ropwtte evJrdAurlsg soon myregr vs, a as ,�raoe]wsus.,00 may be appEM down 0x enimoF4e dPM1LdBetead m�lsidazd fame. `-1 TRINITY1 ERD Exterior Research and Design, U.C. Evaluation Report 02768.03.06-R8 CerrIflare o/Authod:odon#9503 e EDITION (2027) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset* AH-160, (888) 774-1419 Revision 8: 10/12/2017 Page 8 of 9 10.6 Hip and Ridge (interdependent Placement): - END OF EVALUATION REPORT - \.i TRINITY J ERD Exterior Research and Design, LLC Evaluation Report 02768.03.06-RS [erttJhnte ofAuthor4ation p9903 61e EDITION (2017) FEC NON-HVHZ EVALUATION FL6332-118 ICP Adhesives Polyset- AH•160, (988) 774-1419 Revision 8: 10/12/2017 Page 9 of 9 Florida Building Code Online n+�a. acts Home I Log In User Registatlon I Hot Topics I Submit Surcharge I Stats & Facts Publications I F8C Stan .I BCIS Site Map I Links I Search ! IDr ja '\ 2„a F0 Product Approval USER: Public User v Product Approval Menu > Product or Application Search > Aoolication us [> Application Detail FL # ;. Application Type Code version CANNED --� Application Statu BY Comments St. Lucie Countv Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL5259-R27 Revision 2017 Approved N POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com James Akins jakins@polyglass.com Maury Alpert ST. LUCIE COUP) il' BUILDING DI`JISIOPJ C~:6rgPLts. G F�EYI,'�YED DY !LNO� =_jam—! PI_vP:5.vND ?E�Id1iT A1U5 kJE KEPT CN JOB OR INSPECTION WILL Lm 144..nL 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Underlayments THFSE P! AAS AND All, PROPOSED `IORK ARE @l!,>Ir.F7Mu:El,t!r: NF.(l!)iAF11U';FIL'_4I fiiAT COMPLY ATH ALL ;�i•!.ICIlIJ4 .�'p1�31 CONCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE CONTP CTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Fj Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE irj Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R27 COI 2017 01 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 20 TAS 03I April 2012 ®� V /f4 112 1 Florida Building Code Online TAS 110 UL 1897 2000 2012 Equivalence of Product Standards r • w Certified By i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sul mmary of Products 1 Method 1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 FL Of Model, Number or Name Description 5259.1 Polyglass Roof Roofing undedayrrents Undedayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R27.Ddf Approved for use outside HVHZ: 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 FL5259 R 7 AF 2017 09 FINAL R POLYGLASS UNDERLAYMENTSF1 5 R27.odf underlayment system (over concrete deck) for use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. aeck Next Contact ❑s:: 2601 Blair Stone Road. Tallahassee 39 Phone: 850-487-1824 The State of Florltla is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Pdyacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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 dick hgry-. Product Approval Accepts: ® 11�;1110 El M mom secul-ityat i•:Yr)t1Cs• https:l/www.flo6dabuilding.org/pr/pr app_dll.aspx?param-vGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipWMYsXZiU6wh2lLHc44KKlg%3d%3d 2/2 cf 4 TRINITY I ERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570)384-1230 EXTERIOR RESEARCH St DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Evaluation Report P12060.02.09-R23 FL5259-R27 Date of Issuance: 02/24/2009 Revision 23: 09/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/14/2017. This does not serve as an electronically signed document. 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. S. 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. '\�, TRINITY ERD 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 St6 Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TA5110 Accelerated Weathering TAS 110 2000 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 (TST5878) 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 (TST5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST5878) 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 (TST5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST5878) 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 (TST5878) 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 1X20H7A 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 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 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 Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Cenifcote of Authorizatim #9503 (io EDITION 12017) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 `J TRINITY ERD Eniint Examination Reference Date 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 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-R3 11/26/2013 ERD (TST 6049) Wind Uplift P31781.11.03-R3 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 (TST6049) 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-SC75SO,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 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC32025.30.16 10/12/2016 ERD (TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SCI1900.03.17 03/10/2017 ERD (TST6049) Physical Properties PLYG-SC32115.08.17 08/08/2017 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/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Control Service Confirmation Exp. 10/05/2018 4. PRODUCT DESCRIPTION: 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 rrR; a 5e�fAdhering Uhdeilayments F'¢ 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1123 Certiifaue afAuNorizatlon#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384.1230 Revision 23: 09/14/2017 Page 3 of 14 - J I KINITY I ERD (4.2.4) 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. Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FIR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pron" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile Pro'" 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. 4.2.9 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 D1970 (See Section 5.8). S. 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FIR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FIR is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 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. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-RZ3 Certificate of Authorization a9503 6r" EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 V I KINITY ERD 5.5 Allowable Roof Covers: ,,+TPBLEI ROOFCOVER Underlayment Asphalt Shingles Nall -On Tile Foam -On Tile Metal wood Shakes & Shingles Slate Elastobase Yes Yes (Be" Sheet in 2-ph'system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Elastobase P Yes Yes lease Sheet In 2-ply system) Yes (Base Sheet in 2-ply system) yes Yes Yes Polyglass G2 Base No Yes (Base sheet in 2-ply system) Yes (Base Sheet In 2-pN system) No No No Polyglass APP Base No yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick lR-Xe Yes No No No Yes Yes ' Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex 56 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes 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 / underlayment combinations. ry _ % {_, .,,.• AB1e1A:A --�, OLL_WABLETILEfA4NF51VE/UYJPERIAYNN)ENT COMB1NAf10N5 f Adhesive Florida Product Underiayments Approval DAP Foam Touch'n Seal Storm Bond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow TileBonda" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 Elastoflex G TU, Elastoflex 55 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset° RTA-1 FL6276 Elastoflex G TU, 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) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU'Max r Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-1123 tertiPcate ofAuthofzation a9503 6' EDITION 12017) FBC NON-HVHZ EVALUATION F15259-1127 Polyglass Roof Underlayments; (570) 394-1230 Revision 23: 09/14/2017 Page 5 of 14 TRINITY I ERD Ilowable Substrates: 5.6.1 D' ec[-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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex 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: D ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; orSECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime orSECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex 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 D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex 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 Polyflex G FR torch -applied to: ➢ 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. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certlpcate ofA.thor1z0Vo.#9503 0 EDITION (2D17) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments, 1570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 ",,�TRINITY ERD 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. #1 Maximum Design Pressure=-90 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None �`.. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, PolyflexSAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #2 Maximum Design Pressure=-97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 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 19" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure =-105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 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-nalled within the selvedge -edge side laps using 12 ga. x SY," ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. 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 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or 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. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 Be. 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, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure =-37.5 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or 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, Polystick TU Max, 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, U.C. Evaluation Report P12060.02.09-1123 certificate of Authorization#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FI5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 , I RINITY I ERD #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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure =-45 osf': Deck: Min. 19/32-in6h 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 diametertin 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, 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 G TU, applied in full mopping of hot asphalt. fill 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 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, 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 Dsf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 6-inch o.c. at four (4) equally spaced staggered center rows. 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. #15 Maximum Design Pressure=-52.5Dsf 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 rap) Fasteners: Simplex Original Cap Nails , Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #16 Maximum Design Pressure=-60 Dsf: 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 rap) Fasteners: it ga. x 1.25-inch longx 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-Inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certificate ofAuthanzotion 0503 6TM EDITION (2027) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 „�TRINI-rYIERD #17 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: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure=-75 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass 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 G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #20 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 for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-Inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 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 for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #23 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-appfied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c, at the 4-inch wide side laps and 9-Inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and Design, I.I.C. Evaluation Report P32060.02.09-R23 Cert¢imte al Authoriration#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/24/2017 Page 9 of 14 TRINITY I ERD #24 Maximum Design Pressure=-97.5osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. 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. #25 Maximum Design Pressure=-105 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 three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure =-120 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure=-120 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 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, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU 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 Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D3970-15, should be established as to slip resistance. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Ceniffmte of Authotization#9503 eEDITION (2017)FBC NON-WMZ EVALUATION F5259-R27 Polyglass Roof Underlayments; 1570) 384-1230 Revision 23:09/14/2017 Page 10 of 14 '�J I RINITY ERD 5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12))• When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2-TILESUPPAGELM_RATIONSFO_R DIRECT PECK TfFE IN57ALlAT10N5 ems,, iti �g Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 30-tile stack 7:12 Lugged 8-tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Max Flat 6-tile stack (4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack (4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TUP Flat 6-tile stack (4 over 2) 6:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Poly0ex SA P or SA P FR Flat or Lugged 6-tile stack (4 over 2) 4:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04; 12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-RZ3 Certiponte OfAuthorkatioo 49503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (57D) 394-1230 Revision 23: 09/14/2017 Page 11 of 14 \'\�TRINITY ERD 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 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 claval" 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 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). View of Ovelap Seam of Dual Pro and rile 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-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. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications that allowed for Polystick Dual Pro, IR-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. 6.4.4 Two (2) Ply Underlavment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile 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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certiiftrate o)Authomation#9503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION F15259-R27 Polyglass Roof Underlayments; 1570) 384-1230 Revision 23: 09/14/2017 Page 12 of 14 \I TRINITY ERD 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM 06380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in 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. 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex 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 underiayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the, use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certificate ofAuthodradon #9503 firm EDITION (2017) FBC NON-HVHZ EVALUATION FL5259•1127 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 13 of 14 7. BUILDING PERMIT REQUIREMENTS: 8. 9. TRINITY I ERD As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.L. 61G20.3 CIA requirements. The following plants have qualified products under their respective physical properties specifications. i'Flant`'� ..,,._,`� �, fa.�-..,'`.,:•"�,.Soecification...,�,- ..r;;,PfBtlUcts`.t,`.' .� �<,fih.x' ,3"`-t Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick MU-X Hazleton, PA M-D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR-Xe ASTM D1970 & TAS 103 Polystick TU Plus ASTM D1970 & TAS 103 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type II Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970 & TAS 103 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, PolVnex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6, Elastoflex S6 G FR ASTM D6222 I Polyflex G, Polyflex G FR QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R73 eertiArate ofAuthorkation#9503 eEDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 3W1230 Revision 23: 09/14/2017 Page 14 of 14 BCISHome 3 Login User Registragon i Hat Topics dad r Product Approval USER: Public User SCANNED BY St. Lucie County Flodda Building Code Online _ Submit Surcharge State, & Facts Publications FBC Staff j BCIS Site Map Unks Search Product Approval Menu > P tl q I' ate > Application u > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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) FL5374-RS Affirmation 2017 Appmved--- East Coast Metals, Inc. 2301 West 8 Lane Hialeah, FL 33010 (305) 885-9991 acastellanos@eastcoast-metals.com Tom Castellanos acastella nos@eastcoast-metals. mm Tom Castellanos 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 tcastella nos@eastcoast-meta Is. mm Howard Callender Jr. 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 hcallender@eastcoast-metals.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -% Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Architectural Testing, Inc. 12/31/2018 John W. Knezevich, PE 61 Validation Checklist - Hardcopy Received FL5374 R5 COI 2015 01 COI Nieminen odf Standard Year FRSA/TRI April 2012(04-12) 2012 RAS 118 1995 RAS 119 1995 RAS 120 1995 SBCCI SSTD 11 1997 TAS 101 1995 hfps://www.floddabuilding.org/pr/pr app_dd,aspx?param=WGEVXQwtDgtVSv8n70DFXfFAzV6GMEbUQple6Y8w7vka/p3d 1/2 1/5/2n18 - Florida Building Code Online Equivalence of Product- dards Certified By Sections from the Code .�.I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ( ;Yes ',No ' N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I l FL5374 R5 CDC 2017 09 AFFIRMATION ECM FL5374 6th Edition (2017).odf Method 1 Option D 09/06/2017 09/06/2017 09/10/2017 FL # Model, Number or Name Description 5374.1 East Coast Metals Channel Metals Preformed metal channels designed for use as a hip & ridge base to which roof tiles are bonded. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5374 R5 11 2015 03 FINAL ER ECM Trim Lock FL5374- R4.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-178 Created by Independent Third Party: Yes Other: 1.) Refer to Evaluation Report Sections 5.2 and 5.3 for Evaluation Reports Limits of Use in HVHZ and non-HVHZ jurisdictions, FL5374 RS AE 2015 03 FINAL ER ECM Trim Lock FL5374- R4.1)df respectively. 2.) The design pressure herein pertains to use in non-HVHZ jurisdictions in conjunction with Table 1A of Created by Independent Third Party: Yes FRSA/TRI April 2012 (04-12). Refer to Tables 2A and 2B in the Evaluation Report for all options and associated allowable design pressures. eack Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 37399 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 mall to this entity. Instead, mntact the office by phone or by traditional mall. 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 emalls 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 dick here. product Approval Accepts: M ®® E M -0 0 securitymm-Rlcs, https:/Avww.floddabuilding.org/pr/pr_app_dtl.aspx7param-vGEVXQwtDgtVSv8n70DFXfTA2V6GMEbUQple6Y8w7vk%3d 212 '\�TRINIIY I ERD EVALUATION REPORT East Coast Metals, Inc. 2301 West 8 Lane Hialeah, FL 33010 EXTERIOR RESEARCH & DESIGN,LLC. Certificate o/Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report E30240.08.08-R4 FL5374-R4 Date of Issuance: 09/03/2008 Revision 4: 03/17/2015 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: East Coast Metals Channel Metals LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: 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. Trinityl 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 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 the balmile seal a1P dn,.,.aftued by Roben Nieminen, P.F. on 03/17/2015. This does not serve as an electro 1.11y signed document. Signed,sealedhard.,ieshavebeentransmiledtothe Product AOProval AdminkVator and tithe namM dlent CERTIRcATION OF INDEPENDENCE: 1. Trinityl 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. 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. S. 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. `J I KINIIY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, 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 Pro a Standard Year 1507.3.7 Installation, non-HVHZ FRSA/TRI April 2022 (04-12) 2012 1518.8.1 Installation, HVHZ RAS 118, 119 & 120 1995 1523.6.5.2.2 Static Uplift Resistance TAS 101 1995 1711.2.1 Static Uplift Resistance SBCCI SSTD 11 1997 3. REFERENCES: inifty Examination Reference Date ERD (TST6049) Static Uplift Resistance E42730.08.13 08/23/2013 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-1 02/27/2015 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14.2 02/27/2015 Florida TEC (TST7393) TAS 101 SIM28R 10/27/2010 PRI(TSTS878) TAS 101 ECM-001-02-01 09/21/2001 PRI (TST5878) TAS 101 ECM-003-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-004-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-005-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-006-02-01 06/13/200S PRI (TST5878) TAS 101 ECM-007-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-008-02-01 06/13/2008 Florida Building Code Attachment Requirements FRSA/TRI April 2012 (04-12) 04/2012 Florida Building Code- HVHZ Attachment Requirements RAS 118,119 and 120 1995 East Coast Metals Metal Quality Mill Certifications Various Architectural Testing (QUA3844) Quality Control Participation Letter Exp. 12/31/2018 4. PRODUCT DESCRIPTION: 4.1 Hip & Ridge Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Hip & Ridge Channel Metal is available in 119-3/8-inch (± 3/8-inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7-inch (±3/8-inch) heights with 1.5-inch (± 1/16-inch) deck -flanges. Exterior Research and Design, U.C. Evaluation Report E30240.08.08-R4 CerdJimte ofAuthoriiutlon p9503 FL5374-R4 Revision 4:03/17/2015 Page 2 of 7 V I KINI'jY 1 ERD 4.2 Trim Lock Channel Metal: Preformed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying the adhesive. Trim Lock Channel Metal is available in 119-3/8-inch (± 3/8")length by 3, 3.5, 4, 5 or 6-inch (± 3/8-inch) heights with 1.5-inch I+ 1/16-inch) deck -flanges. 4.2 Trim Lock Plus Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Plus Channel Metal Is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in FBC Approved roof tile adhesive, which flows -through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119-3/8-Inch (±3/8") length by 3, 3.5, 4, 5 or 6-inch L 3/8-inch) heights with 1.5-inch (±1/16-inch) deck -flanges. 4.4 East Coast Metals Channel Metals are fabricated of the following metals: ➢ Galvanized Steel: Min. 0.019±0.002-Inch, ASTM A653 (G-90), min. 33 KSI. ➢ Galvalume Steel: Min. 0.019±0.002-inch, ASTM A792, AZ55, min. 35 KSI. ➢ Aluminum: Min. 0.032 ±0.002-inch, ASTM B209, 3003-H14, min. 21 K51. ➢ Stainless Steel: Min. 0.019 ±0.002-inch, ASTM A240/A480, T304, min. 35 K51. S. LIMffATIDNs: 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. Exterior Research and Design, I.I.C. Evaluation Report E30240.08.08-R4 Cerd lmre OfAuthorizatlon 69503 FL5374-R4 Revision 4:03/17/2015 Page 3 of 7 lNfv� \,t I KINITY ERD 5.2 FOR HVHZJURISDICTIONS: 5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the Installation instructions herein. 5.2.2 For HVHZ jurisdictions, installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and 120, and the data in Tables 1A and 1B is supplemental to these prescriptive allowances. Installations of Trim Lock Plus are limited to projects having a required moment resistance (M,) or uplift resistance (Fr), as determined in accordance with RAS 127, not greater than the following values. Refer to the tile adhesive manufacturer's published installation instructions for adhesive paddy placement details. ➢ "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. This method is limited to 2-part tile adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. ➢ "INTERDEPENDENT" paddy placement means each Individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. -�aTABLE lA PERFOpMANCI L9MITA'(�OMS HVH2 1NnEPEND NT pADDY?IACEMENT �s a+ (� � t{k'r ;. i (Z TOI;puASw O1;SAFEIYAIFFADVAPY[%fDJ. € �-9 , rsHip/Ridge , i Metal rile Adhesive . I Allowable Performance Design Metal Type rypa Placement Moment Based Uplift Based M,(ft-Ihf) F'(Ihf) Hip &Ridge galvanized day or 310-2-Component Foam Independent 127 169 Channel Metal concrete Roof rile Adhesive AH-160 Trim Lock galvanized, Galvalume°, day or 3M"'2-Component Foam aluminum orstainless steel concrete Roof Tile Adhesive AH-160 Independent 171 159 Tdm Lock Plus galvanized, Galvalume•, day or 3M'" 2-Component Foam Independent 177 aluminum or stainless steel concrete Roof rile Adhesive AH-160 165 TABLEIB PERRFOR'NIAN[E , ^�x,t,f4 LI ITATiO�SiG)jVN21NTERDEPENDENf PADDYR EM FARM - # .e :' T01 MARGN�OFSAiFEYAIREAOYAY➢ Vie) Hip/Ridge Metal Tila Adhesive Allowable Performance Design Metal Type Type Placement Moment Based lift Based U pF'(Ibf) Mr(ft-lbf) Trim Lock or Trim galvanized, Galvalume•, clay or 3M'" 2-Component Foam Lock Plus aluminum or stainless steel concrete Roof Tile Adhesive AH-160 Interdependent 95 BB Trim Lock galvanized, Galvalume°, day or 310- Roof Tile Adhesive stainless steel concrete RTA-1 Interdependent 99 94 Trim Lock aluminum day or 3M'" Foam Roof Tile Interdependent 90 84 concrete Adhesive RTA-1 Trim Lock Plus galvanized, Galvalume°, day or 3M"' Foam Roof Tile Interdependent 90 aluminum or stainless steel concrete Adhesive RTA-1 84 Trim Lock galvanized, Galvalume° or day or TILE BOND"' RoofTlle stainless steel concrete Adhesive Interdependent 323 117 Trim Lock aluminum clay or TILE BOND"' Roof The Interdependent 79 73 concrete Adhesive Trim Lock Plus galvanized, Galvalume", day or TILE BOND'" Roof Tile aluminum or stainless steel concrete Adhesive Interdependent 79 73 Trim Lock galvanized, Galvalume• or clay or Touch'n Seal StormBond stainless steel concrete RoofTlle Adhesive Interdependent 146 139 Tdm Lock Aluminum day or Touch'n Seal St arm Bond Interdependent 58 54 concrete Roof Tile Adhesive Trim Lock Plus galvanized, Galvalume°, day or Touch'n Seal StormBond aluminum or stainless steel concrete Roof Tile Adhesive Interdependent 58 54 Exterior Research and Design, LLG Evaluation Report ElOZ40.08.08-R4 C-Wflwte ofAutholizatio. #950 FL5374-R4 Revision 4: 03/17/2015 Page 4 of 7 �\�TRINITY ERD 5.3 FOR NON-HVHZ JURISDICTIONS: 5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lock Plus Channel Metal, refer to the installation instructions herein 5.3.2 For non-HVHZ, installations are limited to projects having hip and ridge design pressure requirements, determined in accordance with Table 3A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the tile adhesive manufacturers published installation instructions for adhesive paddy placement details. ➢ "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. This method is limited to 2-part tile adhesives. This method is limited to 2-part tile adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. ➢ "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. La'c*4'„� ``'='T48tE2Aio"E F.tt.�1 �,,Tyz. * ".� C"f �,; y, w �}' i. � �4 J11(SNSP �` '� +� .c- Vk�2y1t7UEPENDEHitPAtA gEHT{ "r``'fr,v- r t =c 5s,. � a �. � { r�.}'.�E i, �i-� r T.� ��}mot "t i/� m�+",wi. M e! :c2 ".a°t�`$. xti.t 3=at+.m ie�� .3.�.1� ''''Ci/N RF(wvCTvA4RY�RY'APp,�y�R . imi i"'},it '`""��h �'.. "', #pr bk .X»-.v'.Srs2�Y..� "' �{.m MetalThe . PHlp/Ridge Adhesive Allowable Uplift (Psf) ign Metal Type Type Placement e F177107 alvanizedclay gconcrete or 3M" 2-Component Foam Roofetal Tile Adhesive AH-160 Independent 169 galvanized, Galvalume°, aluminum or clay or 3M^' 2-Component Foam Roof Independent 173 stainless steelconcrete Tile Adhesive AH-160 Plus galvanized, Galvalume°, aluminum or clay or 3M'" 2-Component Foam Roof Independent 178 stainless steel concrete Tile Adhesive AH-160 #� �^F€'a � � 't 5'I= ��+AaLE &F9W45�AHf,E �y11�j�T� � 'r.��?`#.. ':�r�,a c��`�'t`., +�`�; ��t.+�a-•�.^:'�.'�«..R?;,E?A}GI(aOf,�IFEXYAtBF,n,4YaPF.w PHS �,Nvn°.�VH7t�NiE�DE NUF.rvP`R146Y,PLAC6'MEIYI`�ksP.,rt���f* �..�,.�a'.,.;'un�9 ?', ��.`�'S`.k�i`vt�>`f "sss. *Rr'��—�,t�� .�,�1. Hip/Ridge Metal Tile Adhesive Allowable Uplift (psf) Design Metal Type Type Placement Trim Lock or Trim galvanized, Galvalume•, aluminum or clay or 3M'" 2-Component Foam Roof Lock Plus stainless steel concrete Tile Adhesive AH-160 Interdependent 98 Trim Lock galvanized, Galvalume°or stainless clay or 3M" Foam Roof Tile Adhesive steel concrete RTA-1 Interdependent 110 Trim Lock aluminum clay or 3M'" Foam Roof Tile Adhesive Interdependent 93 concrete RTA-1 Trim Lock Plus galvanized, Galvalume°, aluminum or clay or 3M'° Foam Roof Tile Adhesive stainless steel concrete RTA-1 Interdependent 93 Trim Lock galvanized, Galvalume°or stainless day or TILE BOND- Roof Tile Adhesive Interdependent 152 steel concrete Trim Lock aluminum clay or TILE BOND"' Roof Tile Adhesive Interdependent 82 concrete Trim Lock Plus galvanized, Galvalume°, aluminum or clay or TILE BOND"' Roof Tile Adhesive Interdependent 82 stainless steel concrete Trim Lock galvanized, Galvalume° or stainless clay or Touch 'n Seal StormBond Roof steel concrete Tile Adhesive Interdependent 148 Trim Lock Aluminum clay or Touch'n Seal StomnBond Roof Interdependent 61 concrete Tile Adhesive Trim Lock Plus galvanized, Galvalume°, aluminum or clay or Touch'n Seal Storm Bond Roof Interdependent 61 stainless steel concrete Tile Adhesive Exterior Research and Design, LLG Evaluation Report E30240.08.08-R4 cerdlfrote ofAuthorRodon"SO FL5374-R4 Revision 4:03/17/2015 Page 5 of 7 \,PTRINrry I ERD 6. INSTALLATION: ' 6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-Inch plywood (HVHZ) attached in accordance with FBC Chapter23 to the satisfaction of the AHJ. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1'/.-inch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 6-inch o.c. along both deck -flanges. Fasteners shall be positioned %-inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lock Plus Channel Metal Into the wet adhesive and allow it to set-up prior to installation of roof tiles. View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation 6.3.1 It Is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underlayment is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified '30/90' system or other FBC Approved roof underlayments listing approved use of the subject tile adhesive. Exterior Research and Design, LLG Evaluation Report E10240.08.08-R4 Ctr0lwte ofAWharization n503 F15374-R4 Revision 4: 03/17/2015 Pages of 7 '\\,�TRINITY ERD 6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's Approved, published installation instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012 (04-12) or RAS 118, RAS 119, RAS 120 requirements. Hip / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or Weather Block Adhesive Tile Adhesive View of Trim Lock Plus Channel Metal Installation after Weather Blocked 6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance prior to placement of adhesive. 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 named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc.—QUA1844; (717) 764-7700 END OF EVALUATION REPORT - Exterior Research and Design, Luc. Evaluation Report E30240.08.08-R4 0,n1flNte of Autharizatfon#9503 FL5374-R4 Revision 4: 03/17/2015 Page 7 of 7