Loading...
HomeMy WebLinkAboutBUILDING PERMIT NOTICE OF COMMENCEMENT Permit No. Tax Folio No.3ga q - State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. Legal DescriptP'On of Property: n street address if av ilable): -- ��� General description of improvement: REROOF owner inforgatis or Lessee information}if the Le ee contra ed for the improvement: Name 0 `� d. L'L g--e- Address e 75. we- �-t7` ,e- �y Interest in property: OWNER Name and address of fee simple titleholder(if different from Owner listed above): Contractor's Name: Treasure Coast Roofing Contractor Address: 1816 SW BILTMORE PSL,FL 34984 Phone Number: 772-370-9770 Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7.,Florida Statutes: Name: Phone Number: Address: In addition to himself or herself,Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECT€ON 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. k (Si re of Owner or Less ,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager 2O,�c (Signatory's Title/Off ice) i> 12243 The foregoing instrum cknowiedgedbeforeme this � day ofC 20} w By �� as 01- n for Name,on Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed Personally known_or produced Identification (�(Signature of to of Florida)(Print,Type, missioned Name of Notary Public) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 7830 WHITE IBIS LANE Legal Description: EAGLES RETREAT AT SAVANNAH CLUB BLK 55 LOT 5 Property Tax ID ##: 3424-701-0040-000-5 Lot No.5 Site Plan Name: Block No. 55 Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES CONSTRUCTION INFORMATION: Add itiona I work to ffGasTank r orme un ert is permit-c ec a app y: E1HVAC Gas Piping Shutters D Windows/Doors 11 Electric E Plumbing Sprinklers LJ Generator 1'�!I Rooff 2 Roof pitch Total Sq. Ft of Construction: �`�3( S . Ft. of First Floor:Floor: Cost of Construction: $ ft},t5o�7' `-' Utilities:11 Sewer 0Septic Building Height: � S OWNER/LESSEE: CONTRACTOR:Name eC_1C- Name: �06'1 7Y M0-\0r'V ; f Address: 7 WY Un&*5,67-S Lnt Company: TREASURE COAST ROOFf G City: � ;S-c L-vC-L[ State: - Address: 1816 SW BILTMORE STREET Zip Code: CS<�- Fax: City: ��� -v�c;� State:FL Phone No. ��a c'S� r"] Zip Code: 34984 Fax: 772-343-8358 E-Mail: Phone No. 772-370-9770 Fill in fee simple Title Holder on next page (if different E-Mail: TCROOFINGLLC@GMAIL.COM from the Owner listed above) State or County License: CCC1330653 if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Nat Applicable MORTGAGE COMPANY; Not Applicable Name: Name: Add Tess:7830 WHITE IBIS LANE Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:1816 SW BILTMORE STREET Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. if you intend to obtain financing, consult with lender or an attorney before commencing Work or recording our Notice of Commencement. Signature of Owner see ontractor as Agent for Owner Signature of Contra t Licens Ider STATE OF FLORIDA STATE OF FLORIDA COUNTY OF STLCUIF COUNTY OF STLUCIE The r Ing ins ent was acknowledged before me The f r ng insVupwnt was acknowledged- before me this day of aY 20� by this day of GYM 20 by BRIAN J MALONEY BRIAN J MALONEY Name of person making statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR Produced identification Type of Identifica ' Type of Identifica ` n Produced �`;, Produced v' .�12 2; �n (Signatur f NO Public-State of Fl� 1dj) = (Signat f 66tAry Public-State of Florida I Commission No. FF122434 Commission No. FF122434 (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Florida Building Code Online page 1 of 2 Business f.to _tonal t ! °...tr f 15CIS Home Log In User Registration not Topics Submit Surcharge StatS&FaCtS Publications,- F8c staff SCIS Site Map Links Search' b' J Product Approval USER:Public User Pro A royal Man >Product or Avoiication Search>A2pii2tion Li.S >Application Detail Ft # FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer PGLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext242 jaki ns@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAI pert@polyg lass.ccm Quality Assurance Representative Arlel Lender Address/Phone/Email 1111 W_Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@polyglass.com Category Roofing Subcategory Under€ayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the 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 Validation Checklist-Hardcopy Received Certificate of independence FL5259 R27 COT 2017 01 COI Nieminen. df Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6272 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 https:/iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGFVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online Page 2 of 2 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Vaiidated 09/15/2017 Date Pending FBC Approval 09/1612017 Date Approved 12/12/2017 5umma of Products FL# Model,Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Instal►ation Instructions Approved for use in HVHZ:No FL5259 R27 II 2C17 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R27.I}df Impact Resistant:N/A Verified By: Robert Nierninen PE-59156 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes other: 1.)Tile design pressure in this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMEPITS FL5259- underlayment system(over concrete R27.0 deck)for use under foam-on tile systems Created by Independent Third Party:Yes (where the 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. sack Next Contact U ::260l Blai FAO a Roatl Tallahassee FL 32392 Phone,85D 467-1924 The State of Florida is an AA/EEO employer.t»gpyrinht 2007-2013 State bf Florida.::Privacy StiltgEgnt::Rceessidi€3tv Statement::Refund Statement Under Flonda law,email addresses are public retards.If you do not want your e-mail address released in�poose to a public r rds request,do oer seed eicuu,unic ruau to this entity.Insteac,contact the o1Rce by phone or by tradttionat 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.most provide the Department with an email address if they have one.The emails provided may be used for officiat communication with the licensee.However email addresses ale public record.If you do not wish to supply a personal address,please provide the Qepartment 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 ACoepts: M20=41W WSW it;�'a Credit Card Safe https://ww*aw.floridabuilding.org/pr/pr appjti.aspx?param=wGEVXQwtDgvbS,-A p3Crk... 1/3/2018 EXTERIOR RESEARCH &DESIGN,LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD, 478 (203) 262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-R27 Fernley, NV 98408 Date of Issuance:02/24/2009 (570) 384-1230 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 6th 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 I 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. INSPECTION: Upon request, a copy of this entire Fvaluation 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 14. Prepared by: Robert J.M. Nieminen,P.E. �� = The facsimile seal appearingwasauthoozed by Robert Nieminen, -' P.E.on 09/14/2017.This does not serve as an electronically Florida Registration No.59156,Florida Dt:A ANE1983 �'':. .,f. , 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. 5. This is a building code evaluation. Neither Trinity IERD 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. Ern TRINITY' 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 5th 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 Property Standard Year 1SO4.3.1 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 ?507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 T AS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: gQPit Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 C1/12/2000 PRI(TST 5878) Physical Properties PR101111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRi(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/7005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-093-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/7007 ERD(TST 6049) Physical Properties P5110.0407-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450,08.09 08/13/2()09 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P1103011.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02,09-R23 Certifscate ofAuthonzotfon N95©3 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 2 of 14 TRINJI-Y ERD Enti Examination Reference Date ERD(TST 6049) Physical Properties P40390.08,12-1 08/0612012 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-R3 04/30/2013 ERD(TST 6049) Wind Uplift 1?41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-131 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(T5T 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07-14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020,09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09-14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/09/2014 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-SC75S0.03.15 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-5C8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07,16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025-10.16 10/12/2016 ERD(TST 60491 Physical Properties PLYG-SC13040.12-16 12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES(EVL 2396) IBC Compliance E511-1697 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 5A Compound 09/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self-Adhering Underlayments: 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 TUI 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. Fxterior Research and Design,LLC, Evaluation Report 1`12060.02.09-R23 Certificate ofAathorizatian#9503 6'EDITION(2017)F8C NC)N-HVH7 EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 3 of 14 TRINITY 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. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103, 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Prot- 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 ProT" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.9 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). 4.3 Mechanically Fastened and/or Bonded Underlayments: 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 FR are polyester reinforced,SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex 55 G and Elastoflex S6 G FR 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 the roof systems. Elastoflex 56 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 FR 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 FR 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 he 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,LLC. Evaluation Report P12060.02.09-R23 CerrifrcoreofAuthorirotion#9503 6"{EDSTION 12017)FBCNON-HVHZ EVALUAT€ON FI5259-1177 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 4 of 14 TRINITY,ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPnONS Llnderlayment I Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes Slate &Shingles Elastobase yes Yes Yes Yes Yes Yes _ (Base Sheet in 2-plysystem) (Base Sheet in 2-plysystem) LF astobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass APP Base Na Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick iR-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 56 G I Yes Yes Yes (See S.5_1) No Yes Yes Elastoflex S6 G FR I Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.S-1) No Yes Yes Polyflex G Yes Yes Yes (See S-5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes I Polyflex SAP or SAP FR Yes Yes Yes (See 5.5-1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes. Yes l or SA-APP Cap Sheet(FR} 5.5.1 "Foam-tin Tile"is limited to use of the following Approved tile adhesives/underlayment combinations_ TABLE 1A:ALLOWABLE TiLE ADHESIVE/UNDERLAYMENT COMBINATIONS` Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal Storm Bond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow Tile6ond"' FL2252S Polystick TU P,Polystick TU Plu&,Polyflex SAP or Tiie Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset°AH-160 FL6332 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) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, lCP Adhesives Polysete 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 Refer to Tile Monufacturer s or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performonce. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments,(570)394-1230 Revision 23:09/14J2017 Page 5 of 14 TRINITY ERD 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(ail 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: v 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). (Vote,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: r ASTM C1289, Type 11, Class 1 polyisocya n u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: i- Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: ASTM D41 primed structural concrete; Dens Deck Prime or SECURCICK 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 D225,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 the systems, base layer shall be attached per minimum requirements of FRSA,ITRI 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,LLC. Fvaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 €'alyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 6 of 14 TRiN17Y ERa S.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 psf: 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,Polyflex SAP,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-ARP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1%"ring shank nails through 32 ga„1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having J unsdiction- 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-nailed within the selvedge-edge side laps using 12 ga. x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #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,Muie-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #S Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction- Primer: PG100orASTM 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 56 G,applied in full mopping of hot asphalt or Poiyflex 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 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. #S 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 3-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,LLC. Evaluation Report P12060.02.09-1123 Certificate ofAuthonzot;on#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 7 of 14 TRINITY ERD #9 Maximum Design Pressure=-37.5 nsf*: 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 11 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=-45psf*-. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga,x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c-at two(2)equally spaced staggered center rows. 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. #11 Maximum Design Pressure=-45 psf*: 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 i-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 56 G,applied in full mapping of hot asphalt. #12 Maximum Design Pressure=-45 sf: 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 ortorch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c_at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or 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 Poly-Rex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o_c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. 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=-52.5 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap 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. 416 Maximum Design Pressure=-60 psf: Deck: Min_19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga_x 1-25-inch long x 3/8-inch head diameter annular ring shank 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,1.i.C. Evacuation Report P12060.02.09-R23 Certificate ofauthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FtS259-R27 Polyglass Roof Underlayments;(570)194-1230 Revision 23:09/14/2017 Page 8 of 14 #17 Maximum Design Pressure=-60 psf, Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction- Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass ARP 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 sf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, CMG 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.atthe 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: CMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG 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 Flastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf: Deck; Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast 414 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 psf: 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, CMG#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 Resign,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAuthor,zati©n R9503 6'"EDITION(2017)FSC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)394-1230 Revision 23:09/14/2017 Page 9of14 TRINITY ERD #24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: CMG#12 Standard Roofg6p or CMG#14 Heavy Duty with CMG 3"Round Metal Plates or CMG 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 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 OP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at 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 the 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 56 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 S6 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 D1970-15,should be established as to slip resistance. Exterior Research and Design,LLC• Evaluation Report P12050.02.09-R23 Certifiroteofauthorizatlan#9503 6"4 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;1570)394-1230 Revision 23:09/14/2017 Page 10 of 14 7R►INITY ERD 5.9 Tile Slippage Limitations(TAS 103 per FRSA TRf A ril 2012 04-12 When loading roof tiles on the underlayment in direct--deck the 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: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-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 Flat 6-t0e stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4.12 Polystick TU Plus Flat or Lugged 5-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 Polyflex SA P or SAP 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 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBG 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 tap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 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,LLC. Evaluation Report P12060,02:09-R73 Certificate of Authorization#9503 6T'EDITION(2017)FSC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 11 of 14 TRINITY ERD 6.44 Polystick MTS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Poiyflex SAP FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR): 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, Po[yflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule- Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back-nailed using the above noted fasteners and spacing,in area marked "nail area, area para clavar"on the face of membrane. The head lap membrane is to cover the area being back-nailed. AH seal-tap 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 ofrwr the top sheet to the end of the glue pattern (the sheet will overlap the fabric). " 75 �v A - View of Civelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polypius 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(not allowed for Polystick Dual Pro IR-Xe or Polystick MU-XJ: 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 Underlayment Systems: Polystick MTS followed by Polystick MTS,TU P,TU Plus,TU Max,Tile Pro, MU-X or Polyfiex 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 under€ayment system is desired. Exterior Research and Resign,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization N9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(5701394-1230 Revision 23:09/14/2017 Page 12 of 14 6.5 Elastoflex G TU,Elastoflex 56 G or Elastoflex S6 G FR: fi.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 the applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roil 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 or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSAITRI 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 t04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roil 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 3/9-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 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 the 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 underlayment. 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 an 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,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-FHVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(5701384-1230 Revision 23:05/14/2017 Page 13 of 14 TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in Order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D 19 70&TAS 103 Polystick TU Plus ASTM D1970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6,Llastoflex S6 G FR ASTM D62.22 Polyflex G,Poly-Rex G FR 9. QUALITY ASsuRANcE ENTITY: UL, LLC—QUA9625;(314) 578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,L.I.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6''EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(S70)384-1230 Revision 23:09/14/2017 Page 14 of 14 Florida Building Code Online Page 1 of 2 Business e Professtonal Regulation. BCIS Home Lpg In USer Registration Hot Topics submit Surcharge Stats&Fact Publications FBC Staff ! Has Site Map IIok5 Search 4a _ Product Approval db USER:Public User Fro u',Approval M nv>Peoduc#or Aflp6cation Search>Anuliution U5t>Application Detail FL# FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext242 jakins@polyglass.com Authorized Signature 3ames Akins jakins@po€yglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAipert@polyglass.com Quality Assurance Representative Aries Lender Address/Phone/Email 1111 W,Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@poiyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59165 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W.Knezevich, PE ,! Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R27 COI 2017 01 COI Nieminen,pdf Referenced Standard and Year(of Standard) Standard. Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 https://w ww.floridabuilding.org/pr/prTapp_dtl.aspx?param=wGE VXQwtDgvbSgAaZp3Crk... 1/3/2Q 18 r ioriaa tiu iamg Code Online Page 2 of 2 UL 1897 2012 Equivalence of Product Standards Cerbfied By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 17/12/2017 Summary of Products FL# Model,Number or Description Name 5259.1 Polyglass Roof Roofing underlayments U nderlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R27 112017 09 FINA ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes RZ7.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/AJ-622.5 Created by Ind ependentThird Party:Yes Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 0© FINAL ER POLYGLASS UNDERLAYMEN TS FL5259- underlayment system(over concrete R27_BdF deck)for use under Foam-on tile systems Created by Independent Third Party:Yes (where the underlayment forms part of the load-path).Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures. 2.)Refer to ER Section 5 for other limits Of use. Back Next Contact Us::2501 Blair stone Road,Tallahassee FL 32399 Phone:850-467-I824 Tie State of Honda is an AAJEZ-G employer.rAnydght 2007 2013 state of Florida .:Privacy statement.:Atc+SSihiliN 5takemenr::Refund Statement Under Florida law,email addresses are public records,if you do not viant your e-mail address released in response to a public r rds request,do rot send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395•'Pursuant to Section 455.275(1),Florida Statutes,effective pctober 1,2012,lir�nsees licensed under Chapter 455,F.S.must provide the Department with an email address K they have dne.the emalls provided may be used for offidal communication with the licensee.However email addresses are public record.It 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: Fri Credit Card Safe https://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wwGEVXQwtDgvbSgAaZp3Crk-_. 1/3/2018 EXTERIOR RESEARCH &DESIGN, LLC. Certificote of Authorization#9503 TERNS ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-R27 Fernley, NV 98408 Date of Issuance:02/2-4/2009 (570)384-1230 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 6th 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 I 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. 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 14. Prepared by: Robert J.M. Nieminen, P.E. ".;� `! ,�f'= The facsirn le seal appearing was authorized by Robert Nieminen, tea,; ? ,-«<` P.F.on document. This does not serve as an electronically Ftorido Registration No.59166,Florida DCA ANE1983 signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 1 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 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. TRI ` 11 8 ERD RoOFI NG 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 5"' 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 PropertV Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 J 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 i 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 523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Eniitt Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(T5T 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/2912006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX201-17A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/20GS 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 03/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2008 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design,U-C. Evaluation Report 1)12060.02.09-R23 Certificate o/AuihoriZation#9503 liT"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 2of14 TRINITY ERD Ertti 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 60491 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 04129/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04130/2013 ERD(TST 6049) Wind Uplift P41,630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751,05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020,09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/0812014 ERD(TST 6049) Physical Properties 6020.09,14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360,10.14 10/0712014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080�07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC1202510.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 LRD(TST6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 [CC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Poiyglass 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,LLC.(CLUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Undertayments: 4.1.1 Elastabase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastabase P is a polyester-reinforced,SBS modified bitumen base sheets 4.1.3 Polyglass GZ Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self-Adhering Underlayments: 4.2.1 Polystick MT5 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-He 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,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6'EDITION(2017)F6C NON-HVHZ EVALUATION FL5.259-R27 Polyglass Roof Underlayments;(5701394-123A Revision 23:09/14/2017 Page 3 of 14 TRINITY 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 TA5103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Trap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual PrOTM is a nominal b0-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 TA5 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). 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the 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 the roof systems. 4.3.2 Elastoflex 56 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. Elastoflex S6 G and Elastoflex 56 G FR 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 the roof systems- Elastoflex 5G G is for use as an alternate to Hot Asphalt applied "Cap 5heet"in the"Two Ply System"from FRSA/T1RI 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 (04-17) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR 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 FR is for use as an alternate to Pleat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. WITATIONS: 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,LLC. Evacuation Report P12060.02.09-R23 Cerrificote ofauthorization#3503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL,`259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 2109/1412017 Page 4of14 5.5 Allowable Roof Covers: TABLE 1: ROOK COVER OPTIONS Wood Shakes Underlayment I Asphalt Shingles Nail-On Tile Foam-On Tile Metal Slate &Shingles �,Wbase Yes Yes Yes Yes Yes Yes [Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-p4y system) I Polyglass Gz Base No Yes Yes No No No { (Base sheet in 2-ply system) (Base Sheet in 2-ply systeml Polyglass APP Base No Yes Yes No No No (Base Sheet in 2-piy system) (Base Sheet in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-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 PolystickTUMax No Yes Yes [SEPS.SA) 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 S6 G FR I 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 I No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5-5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.S-1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives/underlayment combinations_ TABLE 1A:ALLOWABLE TILE ADHESIVE I UNDERLAYMENT COMBINATIONS'" Florida Product Underlayments Adhesive Approval DAP Foam Touch`n Seal StormBond Roof FL14546 Polystick TU Plus,Poly5tickTU Max Tile Adhesive Dow Tileaoncl ' 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 Polysete AH-160 FL6332 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) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset3 RTA-1 FL6276 Elastoflex G TU,Elastoflex 56 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 1 Refer to Tile Manufacturer's or Adhesive Manufacture/s Florida Product.Approvol for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R23 certificate ofAuthoriztation#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 5 of 14 TREN® ERD 5.6 Allowable Substrates_ S.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: r 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 he 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: ASTM C1289, Type 11, Class 1 polyisocya n u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: Y Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: i- 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 manufacturers 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 15043.1. 5.6.3 Bond to Mechanically Attached Base Layer: 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 11 felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex G TU,Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: - ASTM D225,Type I or 11 felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: r 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 the 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,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 6 of 14 TRINITY ERD 5.G.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/TRl 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 Asf: 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,Polyflex SAP,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, Polyfiex 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 11"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-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/9"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,Poiyfiex SAP,Po€yflex 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 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_attwo(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-ARP Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC Evaluation Report P12060,02.09-R23 Certificote of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ FVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 7 of 14 TRINI-Ty ERR #9 Maximum Design Pressure=-37.5 psf*: Deck: Min_19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type Il 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 56 G,applied in full mopping of hot asphalt. 410 Maximum Design Pressure=-45 psi*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM 0226,Type 11 felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.. Underlayment:Polystick TU P,Polystick TU Plus,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. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type I I felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at l-5/8-inch diameter tin caps Spacing: 9-inch o.c,atthe 2-inch wide side laps and 9-inch o.c.at two(7)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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 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 mapping of hot asphalt or Polyflex G,torch-applied. 413 Maximum Design Pressure=-525 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or po(y-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 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Bail 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 a.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=-52.5 p : Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c_at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-50 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank 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,LLC. Evaluation Report P12060.02.09-R23 Certificate of.4urhorization#t9503 6'E4171011(2017)FBC NON-HVHZ EVALUA T ION FL5259-R27 Polyglass hoof Underlayments;(5701 384-1230 Revision 23:09/14/2017 Page 8 of 14 TRINITY ERD #17 Maximum Design Pressure=-60 psf: Deck: Min_19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded tap surface for hot-asphalt ortorch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG 912 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 56 G,applied in full mopping of hot asphalt or Poly-flex G,torch-applied. 418 Maximum Design Pressure=-675 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: 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. #1:9 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with CMG 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 psf: Deck. Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG 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 Poiyflex G,torch-applied. 422 Maximum Design Pressure=-9O nsf: 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: G-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 56 G,applied in full mopping of hot asphalt_ #23 Maximum Design Pressure=-90 psf: Deck: Min.15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 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,LLC. Evaluation Report P12060.02.09-1323 Certi rcote of Authonzabon'tg503 CH EDITION[2017)F8C NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1210 Revision 23:09/14/2017 Page 9 of 14 TRINI-FYERd #24 Maximum Design Pressure=-97.5 psf; Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex Sfi G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having lurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch applied cap or poly-film surface for torch-applied cap) Fasteners: CMG#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 56 G,applied in full mopping of hot asphalt or Polyflex G,torah-applied. #27 Maximum Design Pressure M-120 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12.DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o_c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex 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 D1970-15,should be established as to slip resistance. Exterior Research and Design,LLC Evaluation Report P12060.02.09-R23 Certificate of Authorization 49503 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 10 of 14 T 1 1TY 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: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Nat 10-tile stack 7:12 Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or 56 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 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Flat 6-tile stack(4 over 2) 6:12 Polystick TU P Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 712 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex 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 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226,Type II 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 tap-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 FRSAJTRI April 2012(04-12)Installation Manual. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-823 Certificate ofAuthorizntion#9503 6"EDMON(2017)FBC NON-HVHZ EVALUATION FL5259-RZ7 Poiyglass Roof Underlayments;(576)384-1230 Revision 23:09/14/2017 Page 11 of 14 TRINITY ERD 6.4 Polystick MTS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR); 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 clavar"on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. Qi For Dual Pro and Tile Pro, align the edge of ,v, the top sheet to the end of the glue pattern (the sheet will overlap the fabric). s rit _ i H View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications('not allowed for Poly5tick Dual Pro,iR Xe or Polystick 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 the roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set the 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 Underlayment 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,LLC_ Evaluation Report P12060.02.09-R23 Lertij+cate ofAuthorizoPon#9503 6"EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;[570)384-1230 Revision 23:09/14/2017 Page 12 of 14 TRINITY ERa 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR-, 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(04-12)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 file roof systems. ✓ Elastoflex S6 G 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 or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing" (ASTM D6380,Gass 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 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in file 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 S.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 ulnderlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens, as required by the the 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,LLC. Evaluation Report P12060.02.09-R23 Certifisare of Authorization#9503 6'EDITION(2017)FRC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)394-1230 Revision 23:09/14/2017 Page 13 of 14 TRINITY ERD 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 PLANES: Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D1970&TAS 103 Polystick TU Plus ASTM D1970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Flastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FIR ASTM D1970 Polystick Dual Pro ASTM D1970&TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex 56 G FIR ASTM D6222 Polyflex G,Polyflex IS FIR 9. QUALITYAsSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Resign,LLC. Evaluation Report P124160.02.09-R23 Certificate of Authorization#9503 5'"EDITION 17017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 14 of 14 Florida.Building Code Online Page l of 2 Business & Professional Regulation BGIS Home Lag In User Registration Hot Topics Submit Surcharge Sots&Fads Publications FBC Staff BQS Site Map Links Search Product Approval d Dpr 4 uSER:PubUc User Product Approval Menu>Product or Aaalication Search>Application East>Application Detail t � u FL# FL183S5-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Bpx 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kern ecien@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 230S kerri__�eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer — i=valuation Report- H—dcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 0110712019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COF TBP15001.4 2017 FBC Eva]Report Shinoles flnal.ndf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Etluiv UL letter for standards for FBC 2017.pdf Sections from the Code https_//www.floridabuilding.org/pr/p:_app_dtl_aspx?param=wGEVXQvADquvosrHazGXQ... 1/3/201 S Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1-18355 R4 11 TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes final. df Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R4 AF TSP15001.4 201.7 FBC Eval Report Shingles final.pdf Created by Independent Third Party:Yes 8acic Mex1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIEE-0 employer.CAoyright 2fl07-2813 State of Florida.::Pnvacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-recards request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Fursuant to Section 455.275(1),Florida statutes,effective October 1,2o12,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 rerord.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a] Fop =,k Credit Card Safe https://www.floridabuilding.orgipr/pr_app_dfil.aspx?param wGEVXQWtDquvosrHazGXQ... 1/3/2018 Certificate of Authorization Na.29824 CREEK17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL. SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EornON(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issuer!September25, 2017 220 West 4r"Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections. 1504.1.1, 1507.2.5, 1507.2.7.1, 1523,6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-061-02-01 TAS 1OO 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1996 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-28M2-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRl Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2908(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) OBCA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) IOCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TSP15001.3 Calculations 2017 TBP15001 n FL18355-R4 Page 1 of 11 This evaluation report is provided far State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILD Asp PRODUCTS Asphalt Shingles 0 TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal@ 12-1K' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle vuith fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114'x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. HeritageO 13-114' x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1l4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ VintageO 17-112"x 4T,ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462- Heritage@ Woodgate 13-114' x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. }lip and Ridge Shingles 12-114" x 12°, ASTM D 3161, Glass F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TSP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. ���� TAMKO BUILDING PRODUCTS Asphalt Shingles I s TECHNICAL SERVICES, LL.0 INSTALLATION Elite Glass-SealQD Basic Wind Speed(Vul,): Max. 194 mph (Frederick, Joplin& Basic Wind Speed(Vag): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Glass-Seal new construction-, Min. 15132 in. plywood existing (Frederick,Joplin (Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7116 in.OSB existing construction. Llnderlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below_ Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either°4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS - ----- - ' ---------------- --- �718" Nailing' Are - �-118" 4 M F*e Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS r Fr -- - ------ -------------------------------- - &7/8 Nailing .............._ _-�_--_ _- Ares, ._........ - - - - - --------- - l Butt Edge Figure 2. Elite Glass-Seal &Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS Asphalt Shingles IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiCREEK TECHNICAL,S511RVIGsS. LLC Heritage@ Basic Wind Speed (V it): Max. 194 mph (Dallas, Frederick,,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min_ 19132 in. plywood or wood plank for Heritage®Premium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 in. plywood or wood plank for Heritage®Woodgate new construction; Min. 7116 in.0S13 existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-518 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Nan-HVHZ): Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions_ Shingles shall be attached using either"4 Nail Pattern'or"6 Nail Pattern"detailed below. FASTENERS NAIL.����` CQMMON IL ZON BOND 6-118" E,XPOSU R 1-5-6/8" 1 " - 12-11211-►I4- 12-31811 -- 12-112`� �111_1" Figure 3. Heritagea, Heritage®Premium, and Heritage0 Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTr=NERS NAIL ZONE W-VGUMMON BOND 6-1I8" EXP©SURE 5-6/8" i'� �-z-1��'�-.{.I-�-���'-t.�� T�ta'�r-j�"-�}t�-it�3`-►� f�-1,R Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15001 A FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technicai Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE( A���ASTENER COMMON BOND T- f RE 1518" � 7-1/2+7-112'+7�3/`,8+.1/2+7-1)24►� Figure 5. Heritage®Woodgate 6 Nail Pattern 12-1/2"-! 1! Common Bond FASTENEFIS 7 co L9 o M��- UJ 39-3/8" Figure 6. Heritage®, Heritage®Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE,"k 7-T/8" ---------------- ----------------------- ZONE EDGE OF COMMON BOND EXPOSURE 5-51811 ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. HeritageO(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP1 5001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instaliation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAlUlKO BUILDING PRQDUCTS Asphalt Shingles TECHNICAL SERVICES. L-L..0 HeritageO Premium Basic Wind Speed(V;i): Max. 194 mph (Frederick) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15f32 in, plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7116 in.©SB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using °6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern'or"6 Nail Pattern" detailed below.. NAIL ZONE/ FASTENERS COMMON BOND EXPt]SURE " 12" -- --11 �—v Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 3112ar EXPOS RE 5" `I I' Fli'gur"el'9. Heritage®Premium (Frederick) 6 Nail Pattern T BP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Plorida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed(V,it): Max_ 194 mph (Frederick) Basic Wind Speed (Vasa): Max. 150 mph Deck(Non-HVHZ): in accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7116 in. OSB existing construction. Underiayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer`s application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in, exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL.ZONE/ FASTENERS COMMON BOND RT 5-1f r' EXPOSURE V 1 t 12-3/8" 11" —►� �.�— e Figure 1 O. Heritage@ Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BONG FASTENERS 5-1f2 EXPOSURE T 1"— 9-112`° Figure 11_ Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, iristailation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMKQ BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERWICES, i*LC Heritage@ Vintage(O Basic Wind Speed(Vu,t)-. Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed ruin. 15l32 in. plywood or wood plank for new construction; Min. 7116 in. ©SB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ) Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using u6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. ao" HtlQ,m � ref�Slrf2 hb" 6,. Fast2n�s t�tl ore 17-112" & cGura ot,a son•---•�—.--aaro--�—aim• � 143I4"� Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) � R — b E►�ertets 9 ` Iona 17-7]Z' > Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP15001.4 1=L18355-R4 page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDINS PRODUCTS Asphalt Shingles ?E:cHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Vull): Max. 194 mph (Frederick&Joplin) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ); In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here-- .; i 11! Start Figure 1 here 5-118 exposure lip Fastener Fastener ` �-C.Wv mil, Figure 2 77I1DD Figure 3 a� Figure 14. Hip & Ridge (Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 51G20-3. The manufacturer shall notify CREEK Technical Services, Lt_C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. asCREEKTAMKO BUILDING PRODUCTS Asphalt Shingles t"ECHNiCAL SERVICEs, LLC Vintage®Hip S Ridge Basic Wind Speed(V u): Max_ 194 mph (Phillipsburg) Basic Wind Speed (V.Sd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction, Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 1.5132 in. plywood or wood plank for new construction; Min.7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5" exposure here- � / � 1 Start here 5" Figure 1 exposure its yy{{ lit l Fastener Fastener `-5 1/2 53 Figure 2 1/451 Figure 3 Figure 15, Vintage®Hip & midge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TANIKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERV3cES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions_ Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. B) All products listed in this report shall be manufactured under a quality assurance program m compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �rt�i�rtilrtrr�fE��f p R R P No 74021 r' 11 :31 :41 s� STATE OF ' :00'�` .:�� O R 1 Q P;.•`�`' Zachary R. Priest, P.E. S C?t. Florida Registration No_74021 pQ'f Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E.does not have,nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of'Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technicai Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page I of 2 Business & ProfessionalRegulation: SCiS Noire Log in User Registraton Hat Topics Submit Surcharge Stats&Facts Publi cations FBC Staff BCIS Site Map Links Search bc; ( Produce Approval USER:Public User ? r Produrt.A2p!9vaj Menu>Priaduct or Aqpll. i n Search>Auulication List>Application Detail FL# FL18355-R4 Application Type Revision Code Version 2017 App€ication Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64602 (417)674-6644 Ext2305 kerri eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 3oplin,mO 64802 (417)624-6644 Ext 2305 kern eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-riardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden J Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI T P1500 .4 2017 FB Eval R ort Shingles final. df Referenced Standard and Year(of Standard) Standard Year ASTM 0 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eguiv UL letter for standards for F13C 2017.0 f Sections from the Code https;//www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQWtDquvosrHaZGXQ... 1/3/2018 Florida Building Code Online page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Pate Validated 09/2712017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal, Elite Glass-Seai, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1835S R4 II TBP15001.4 2017 FBC Fval ReDorL Shingles Approved for use outside ll Yes final.udf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL1635S R4 AE TB1315001.4 2017 FBC Eval Report Shingles fir l.odf Created by Independent Third Party:Yes Back frext Contact Us::2601 81air Stone Road,Tallahassee FL 32399 Phone:850-497-1824 The State of Florida is an AA/EEC employer.copyright 20Q7-2013 State of Florida ::Pnvacy Statement::Acrnsibitity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please rontact 850.487.1395.xFursuant to sectlon 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 emaiS provided may be used for official communication vnttt 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 availaSe to the pubic.To deterrmne if you are a licensee under Chapter 455,F.S.,please dick ilk. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parazn=wGEVXQwtDquvosrHazGXQ... 1/3/2018 W AV Certificate of Authorization No. 29824 CREEM17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL,SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6m EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25 2017 220 West 4"'Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Techr)0)0g9e5(T3T5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)ei UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM©3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) IOCA64882 ASTM D 3161 2016 UL LLG(TST9628) I INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLG(ANE11669) TBP15001.3 Calculations 2017 TSP15001.4 F118356-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LL.0 PRODUCT DESCRIPTION Elite Glass-Seal@ 12-1/4" x 36 ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462, Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass ([Pallas,F€edecick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462_ Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 1T x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided far State of Flonda product approval under Rule 61G20-3. The manufacturer shall n©tify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seale Basic Wind Speed(Vu,r): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 160 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19f32 in. plywood or wood plank for Glass-Seal new construction; Min. 15132 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-118 inch exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern'or"6 Nail Pattern"detailed below. NAILS Mul __ -------•----_ { Bu#t Edge Figure 1. Elite Glass-Seal &Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS hJailin ----_ - - --------_i-------___--_---- 6-7/8" Arear - -----------------------------------------------•----------------_-------------- - Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G24-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKQ BUILD NG PRODUCTS CREEKAsphalt Shingles TECHNICAL,SERVICES, LLC Heritage® Basic Wind Speed (V,,,t): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements: & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritageg)Premium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7116 in. OSB existing construction. (Dallas&Frederick) Underiayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/3 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ): Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern" or"6 Nail Pattern"detailed below_ FASTENERS NAIL ZONE COMMON BOND 6-118" EXPOSURE 5-618" 1" �-- 12-112"-��- 12-318" - 12-1 I2"--►� Figure 3. Heritage@, HeritageT)Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON oel BOND 6-1i8" EXPOSURE 6-5/8" Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15001 A FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TEcHNICAL SIFFMCES. LLC NAIL ZONU —,�� ASTENERS,7 COMMON BOND 1/8 EX POSURE RE 5 518' #7-1/2'+7-1/2'+7-3/8'+.1/2+7-112� �-V Figure 5. HeritageOWoodgate 6 Nall Pattern 12-12" Common Bond FASTENERS 7 '%7 1 d. LIT rx cL 39-318" Figure 6. Heritage(D, Heritage@ Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAI NT LINEIti 7-718" ----------------------------—------------------------------- L ZONE 6-118" EDGE OF COMMON ti, BOND EXPOSURE ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG ED GE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP1 5001 A FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, A �� e—�a� TANIKOB4�IL➢]INGPROI]UCTS EAsphalt Shingles TECHNICAL.SERVICES. i_LC Heritage®Premium Basic Wind Speed(V it): Max. 194 mph (Frederick) Basic Wind Speed (Vad): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in plywood or wood plank for new construction; Min.7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21-12. . Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using T Naii Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or`6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS (COMMON BOND 511z" EXPOSURE r��F 1211 — --11 �---v Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEi FASTENERS COMMON BOND EXPQSURE 5" I Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, L.LC Heritage®Woodgate Basic Wind Speed (Wlt): Max. 104 mph (Frederick) Basic Wind Speed(V.rd): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements,- Solidly sheathed lain. 15132 in. plywood or wood plank for new construction; Min.7116 in.OSB existing construction. Undedayment: In accordance with FBC requirements. Min.slope: 2 12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. trlstailation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern'or"6 Nail Pattern"detailed below. NAIL ZONE FkSTENERS COMMON BOND T 5-1f2" EXPOSURE V l � Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON E STENERS COMMON BOND FA 5.1/2' HrR=XPFtE 5„ Figure 11. HeritageO Woodgate(Frederick) 6 Nail Pattern TBP15001.4 F1 18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G24-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LL-C Heritage@ Vintage® Basic Wind Speed(Vuit): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Beck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ). Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. r tumor Pblcb htsil 1 T-152" 5' &Posue Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) NoZone tch �eners ,N.a ro Figure 13. Heritage®Vintage" 6 Nail Pattern T81715901.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Ru;e 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS r Asphalt shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V it): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V�rd): Max. 150 mph Deck(HVH,Z).- In accordance with FBC requirements; Solidly sheathed min. 19/32 in_ plywood or wood plank for new construction; Min. 15132 in. plywood existing construction_ Deck(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Mart 5-1/8" exposure here— Start Figure 1 here 5-1/8"exposure r. a Fastener -Fastener Figure 2 1114 Figure 3 Figure 14. Hip& Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles A TECHNICAL SERVICES. L.LC Vintage0!-lip&Ridge Basic Wind Speed(Vu,)_ Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements;. Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min_ 15132 in, plywood or wood plank for new construction; Min_7116 in_OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind here—,,,.o5" exposure � Il Vt j here exposure Fastener 1 L Fastener Fastener -5-IIG1! Figure 2 1/411 Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERviCES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTIVI D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail.. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G203. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`6 Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �`,►►PRr�R rrp���`', 2017.09.25 ,``��G��GE•N S�/�s� s No 74021 ` f 11 :31 :41 '1� STATE OE •Cu.. _04t00t ;©'•. a P.•\44,: Zachary R. Priest, P.E. 'is•' O R t Florida Registration No.74021 Organization No.ANE11669 'N'fi 11t►l►►► CERTIFICATION OF INDEPENDENCE CREEK Technical Services.LLC does not have,nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.