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Home My WebLink AboutBUILDING PERMIT NOTICE OF COMMENCEMENT Permit No. Tax Folio No, 3 V/9 -_3 ! 0/?i -n€0a 4 State of Florida County of St.Lucie # /U Zr /QO / 23 77 T- Sy / /5�(.s//0 5/e 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 Description of Property:(and street address if available): General description of improvement: REROOF F Owner information or Lessee information if the Lessee contracted for the improvement: 0 Name a- v Address 0 Z /r1 G i�JLr C'T o��- .5� � �L� �y°��f a Interest in property: OWNER � � is CL Name and address of fee simple titleholder(if different from Owner listed above): z o F N LL 0 O Treasure Coast Roofing Contractor's Name: T 9 w o ti Contractor Address: 1816 SW BILTIVORE PSL.FL 34984 Phone Number: 772-370-9770 U Z W Fp�a� Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ N w o In c7 Name and address: Phone number: 7 Y z it Ir Lender Name; Phone Number: z 0 0 Lender's address: o a�W w �riiLL00� Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes: Name: Phone Number: Address: In addition to himself or herself,Owner designates of to receive a copy of the Lienor's 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,SECTION 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 d belief. , (Signature of Ow or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instru en wa acknowledged before me this /day of By as / � for Name o P s Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed Personally known_or produced Identif' ation (Signatur Public-State of Florida) (Print,TV, or Stamp Commissioned Name of Notary Public) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: -oil I I Ilk 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)462-7.578 Commercial Residential X PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 15-7.1 cs E l(tc,5-�j-a C pLk Q-.\- Legal Description: RIVER PARK-UNIT 7- BLK 71 LOT 16(MAP 34f28S) (OR 900-1294: 3529-2553; 3575-75) Property Tax ID#: 3419-550-0139-000-8 Lot No, 16 Site Plan Name: Block No. 71 Project Name: Setbacks Front Back: Right Side: Left Side; [�DE�TAILEDDESCRIPTION OF WORK: TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES. ROOF IS 4/12 PITCH CONSTRUCTION INFORMATION: Adoitional work to a er orm:!d un er t is permit-c ec a app y: L=IHVAC Gas Tank Gas Piping _Shutters Windows D Q / oors Electric Plumbing Sprinklers Generator Roof V 4112 Roof pitch Total Sq. Ft of Construction: 2377 S . Ft. of First Floor: Cost of Construction:$ 7,000.00 Utilities:_Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name NANCY L WARD BRIAN J MALONEY Name: Address: 153 SE PLACITA COURT Com an TREASURE COAST ROOFING City: PORT ST LUCIE FL Company: State:_ Address: 1816 SW BILTMORE STREET Zip Code: 34983 Fax: City: PORT ST LUCIE 423-987-9984 State: FL Phone No. Zip Code: 34984 Fax: 772-343-8358 E-Mail:NIA 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 mare,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: ^ Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Y Address:_ Address: 153 SE PLACITA COURT City: PORT ST LUCIE State: City: PORT ST LUCIE State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 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. Lucre County makes no representation that is granting a permit will authorize the yermit 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/tt-seee/Corhfador as Agent for Owner Signature of Contractor/License r STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ST LUCIE COUNTY OF ST LUCIE The forgoing instrnt was acknowledged before me The forgping instrument was acknowledged before me this day of )C�`'-1 201 by this a Ct day of 26A 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 R Produced Identification Type of Identificati Type of Identificati Produced Produced _ !A/ G7 i L" (Signatur of Not Pu c-State of F10rida '�y a°I� �� = (Signat of a y Public-State oflond� Commission No. rF122434 &ealcF12j434 -' Commission No. FF122434 5 `r C"T 122434 a�� REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE IVl4NGR-VE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETEC! Rev.$/2/17 Florida Building Cade Online Page l of 2 Business & Professional + Regulation 6 ' B.S Home Log In User Registration HOt7epic; submit surcharge Scats&Facts Publimbuns FBC Staff BC s to Play Links Spar,h _ Product Approval �0USER:Public User ProcSua Approval h Kn-->Prpduct 0r Ano9imtipn search>Apoliea[herrs L,g>Appllcat on Detail s FL# F15259-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 Ext 242 jakins ftolyglass,com Authorized Signature James Akins jakins@polyg lass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach, FL 33442 (912)429-861n MAlpert@polyglass.com Quality Assurance Representative Arief Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@ polyylass.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 NiemYnen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 1o/OS/2018 Validated By John W.Knezevich,PE 4 Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R27 COI 2017.01 COI Niemiren,odf Referenced Standard and Year(of Standard) Sta_..,__ndard Y_ eprr 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 bttpsJ/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvbSgAaZp3Crk-_- 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 Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 Summer of products FL# Model,[Number or Description !Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation instructions Approved for use in HVHZ: No FL5259 R27 1I 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R27.Ddf `— Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party_Yes Other.,1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 09 FINAL ER POLYGIASS UND RLAYNiENTS FL5259- underlayment system(over concrete R27.odf deck)for use under foam-on the 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. Hack Next Contact us::2601 Blair Swrie Rod Tallahasagg FL 32392 Phone:8%L487-1824 The State of Florida is an AA/EEO employer.Cooydghf 2007-20Q State of Florida.::Privacy Statemenr::Actecaibiiity Staternant;:Refund Statement Sider Florida law,email addresses are public records.If you do not want your a-mail address released in response to a p„bli ,ems ds.ey,.est,der fret seep electronic mail to this entity,instead,contact the office by phone or by traditional mail.if you have any questions,please contact 830,487.1395,"'Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for of dal communication mth the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emit address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please Jack here. Product Approval Accepts: Z 'E Credit Card Safe https://www.floridabuilding.or_a/.nr/pr app_dd.aspx?param= wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 EXTERIOR RESEARCH &DESIGN, LLC. Certificate of Authorization#9503 TRINI ERD 353 CHRISTIAN STREET, UNIT##13 OXFORD,CT 06478 (203)252-9245 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 61h 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 Corte that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, R.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT-. The Evaluation Report number preceded by the words "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 lob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14, Prepared by: 4.11 _ - Robert J.M. Nieminen, P.E. c e The facsimile seal appearing was authorized by Robert Nieminen, Florida Registrptian No.59166, Florida FJCA ANE1983 ✓,;,� ".r P-E-on 09/14,/2017.This does not serve as an e}ectronicalVy 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 manufaeturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen,P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY .Y ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments,as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 5n' Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 15043.1 Wind Uplift UL 1897 2012 1507.2.311507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TA5103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERFNCES- EniLtt Examination Reference Date FM Approvals(TST 18671 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(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI('EST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI fTST 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 09/29/2006 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 02/22/2009 PRI (T5T 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 ]X20H7A 04/01/2008 MTI(TST 25081 Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776,06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 60491 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 09/13/2009 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 P11030.11.09µ3 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. Lvaivation Report P12050.02.09-R23 Certificate o¢AuthorizatlDii#9503 6'rDITION(203.7)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;t570)384-1230 Revision 23:09/14/2017 Page 2of14 TRINITY Y ERE Enti Examination Reference Date ERD(TST 6049) Physical Properties 1140390.08.12-1 08/06/2012 ERD(TST G049) 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 03104/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-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 6020.09AZI-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09,14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020,09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09,14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290-10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC755D.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-SC12025.10.16 10/12/2016 ERD(TST 6D49) Physical Properties PLYG-SC13040.12.16 12127/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/1012017 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 Polyglass USA Manufacturing Affidavit Products Current 02118/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underiayments: 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 Poiyglass 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 Undeirlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, surfaced with polyolefinic film surface;meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. Exterior Research and Resign,I.I.C. Evaluation Report 1)12060.02.09-R23 Certificate of AuthonzatiDn#9503 G'EDITION(2017)FSC NON-HVHZ EVALUATION FL5259-1227 Polyglass Roof Underlayments;(57D)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/m7 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 Pro"" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.8 Polystick Tile PrOTM 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: 43.1 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 ❑6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the 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 S6 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 S6 G is for use as an alternate to Hot Asphalt applied"Cap Sheet" in the'Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM Db222. 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, LIiVIITATIONS: 5.1 This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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. 5A 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,I.I.C. Evaluation Report P12060.02.09-R23 Certificate of authorwatiori#9503 6" EDITION(2017)FBC NON-H VEIZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 4of14 TRIN11YERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nall-On Tile Foam-On Tile Metal Wood Shakes Slate &Shingles f Elastobase 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 to 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 No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply System) Poiyst)ck 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 S-5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes ElastoflexSSG Yes Yes Yes (See 5.5.1) No Yes Yes Elastof)ex S6 G FR ! Yes Yes No No Yes Yes Elastollex G TU Yes Yes Yes (See S.5-1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Palyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5-5-11 No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) Na Yes Yes j or SA-APP Gap 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/UNDERLAYMENT COMBINATIONS" Adhesive Florida Product Underlayments Approval DAP Foam Touch`n Seal StormBond Roof F1_14506 Polystick TU Plus,Polystick TO Max Tile Adhesive Dow TileBondTM FL22525 Polystick TO P,Polystick TO Plus,Polyflex SAP or Tile Pro Polystick TO P,Polystick TO Plus,Polystick TO Max,Polystick Tile Pro, ICP Adhesives Polyset®AH-160 FL6332 Elastoflex G TO,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap F8, Muie-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polystick TO P,Polystick TO Plus,Polystick TO Max,Polystick Tile Pro, ICP Adhesives Polyset"RTA-1 FL6276 Elastoflex G TO,Elastoflex SG 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 TO Plus or Polystick TU Max I r Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvoi for Overtuming Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAuthoriration#9503 6"'EDITION(20171 FBC NON-HVHZ EVALUATION FL52S9-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:0911412017 Page 5 of 14 E RII ERD 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations),Dual Pro,Tile Pro,Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: > New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed QSB; 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 0S6 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: y ASTM 041 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: i ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-API' Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: - ASTM C1289, Type 11, Class 1 polyisocyanurate 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: 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 SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval- For installations under foam-on the 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), Po[yflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self-adhered to: i' ASTM D226,Type 1 or 11 felt; Elastobase; Elastobase P or Mule-Hide Nail Base. Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to: ASTM D226,Type I or II felt;Elastobase;Elastobase P, Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: Elastobase;Elastobase P,Mule-Hide Nail Base,Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-P23 Exterior Research and De Design, 6'�'EDMON(2017)F8�C NON-HVHZ EVALUATION EL5259-R27 CertiPolyglass Roof Underlayments;(57Q)384-1230 Revision 2109114/2017 Page 6 of 24 TRINITY 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/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 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-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. #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 lY"ring shank nails through 32 ga.,1-5/8"diametertin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self adhered. #5 Maximum Design Pressure=-315 psf- Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus,Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-ARP 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&inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #8 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows_ Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,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 7 of 14 TRINITY ERD #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 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=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type 11 felt Fasteners: 11 ga.x 1.25-inch x 318-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. 411 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c_at two(2)equally spaced staggered center rows. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex 56 G,applied in W mopping of hat 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 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 Polyflex G,torch-applied. 414 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirementsto 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: 6-1nch o.c.at the 3-inch wide side laps and 6-inch o.c-at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 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 E)astoflex 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 afAuthoriaotion#9503 6'FDITION(2017)F8C NON-HV14Z EVALUATION FL5259-R27 Polyglass Roof Underlayments,(576)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 top surface for hot-asphalt ortorch-applied cap or poly-film surface fortorch-applied cap) Fasteners: CMG 412 Standard Roofgrip with CMG 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- 418 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 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. #19 Maximum Design Pressure=-75 asf: 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.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 SG 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 OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and G-inch o.c_atthree(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 _Maximum Design Pressure=-9p[9sf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mapping 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 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_ce 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,UC. Evaluation Report P12060.02.09-R23 Certificate ofAuthorizotionw9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL52S9-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 9 of 14 TRINITY TY ERD #74 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(poly4ilm top surface) Fasteners: 11 ga.x 1.25-inch x 3/9-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 TO 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: G-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 Sb 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: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #27 Maximum Design Pressure=-120 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 Trufa5t 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 1bG9. 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 SG 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. 5.9 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 Lertificote nfAuthorization#9503 6'EDITfON(2017)FBC NON-HVHZ EVALUATION Ft5259-R27 Polyglass Roof Underlayrnents;(570)384-1230 Revision 23:09/14/2017 Page 10 of 14 TRINITY ERa 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 DIRECT-DECK TILE INSTALLATIONS Underiayment 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 ale 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 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 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 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 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, Lurch 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/TRl April 2012(04-12)Installation Manual. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAuthorizution 99503 6"'EDITION(2017)FBC NON-HVHZ EVALLIA T ION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 11 of 14 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. For Dual Pro and Tile Pro, align the edge of :y the top sheet to the end of the glue pattern (the sheet will overlap the fabric). i View of dvelap Seam of Dual Pro and Tile Pro All over-fabric and aver-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area_ Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-flas 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_ 6.4.9 Tile Applications(not allowed for Polystick Dual Prot 1R-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 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 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 P12060.02.09-1123 Certificate of Authorization#9503 6"EDITION(2017)FOC NON-HVHZ EVALUATION F15259-R27 Palyglass Roof Underlayments;(57D)384-1230 Revision 23:09/14/2DI7 Page 12 of 14 TRINITY ERa 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex 56 6 FR: 6.5.1 Elastoflex G TU,Elastoflex S6 6 or Elastoflex S6 G FR shalt be installed in compliance with current Polygiass published installation requirements. For use in the 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 the 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 FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened the roof systems. 6.5.2 For Plot-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: 5.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the 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 the roof systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). 5.6.2 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 the 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 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 P12064-02,09-R23 Certificate of Authorization#9503 6'EDITION(20171 FBC NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 13 of 14 TRINITYERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted CIA 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 SRecification Products 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 D1976&TAS 103 Polystick TU Plus ASTM D1970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type 11 Po€yglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 PolystickTU P Winter Haven,FL FRSA'T€tl April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM 01970 ETAS 103 Polystick Tile Pro ASTM D6164 I Elastoflex 56,Elastoflex 56 G FR ASTM D6222 Polyflex G,Polyflex 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,LLt. Evaluation Report P12060.02.09-R23 Certificate ofAuthori atiOn#9503 6"EDITION(2017)FBC NON-HVHZ EVAWATION FL5259-RZ7 Polyglass Roof Underlayments;(570)394-1230 Revision 23:U9/14/2017 Page 14 of 14 Florida Building Code Online Page 1 of 2 a usiness & Professional Regulation, acts Home Log to User Registration Hot Topics Submit Surcharge Slats It Facts Publications FBC Staff Ects Site Map uihks search bProduct d r Approval l ._.USER:Public User Product Approval lama>Lr-odttrt or Aqplicator Search>AVIAL&LGn u[>Application❑etail FL#. FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fern?ey,NV 89408 (570)384-1230 Ext242 jakins@polyglass.com Authorized Signature lames Akins jakins@polyglass.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 Ariel Lender Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@polyglass.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 Fvaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W.Knezevich, PE J Validation Checklist-Hardcopy Received Certificate of Independence F__L5259 R27 COI 2017 01 COI Nierninen.odf Referenced Standard and Year(of Standard) 5-tandard Year ASTM D1970 2015 ASTM D226 2009 ASTM D5164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/?RI April 2012 2012 TAS 103 1995 TAS 110 2000 hops;//wwvv.floridabuilding.orglprlpr_app dtl.aspx"param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online Page 2 of 2 UL 1891 2012 Equivalence of Product Standards Certified 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 12112/2017 Summary of Products rI5259, Made!,Number or Description Name Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL 259 R27 II 2017 09 FINAL ER POLYGLA$S UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R27.odf Impact Resistant:N/A Verified By: Robert Nleminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other:1.)The design pressure in this Evaluation Reports application relates to one particular FL5 59 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete R27.odf deck)for use under foam-on the systems Created by Independent Third Party:Yes (where the underiayment 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. 5aclt Vert Cgntact Us::2r.01 alai:Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIEE0 employer.Copyright 2007 2013 Slate of Florida ::Privacy gatemen ::AccessibE ty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want voure-mail address released in response to a pubnc-reaords reouesc.de nor send electsanrc mail to this empty.Insread,Como:the office try phana or by tradition!mall.If you have any clueSt30nS,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communlcation with the licensee.however email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under chapter 455,F.S.,please click hpre. Product Approval Accepts: ®� � Credit Card Safe hops://www.floridabuilding.org/pr/pr_app_dti.aspx?param WGEVXQwtDgvbSgAa2p3Crk... 1/3/2018 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorizotion#9503 TRIM ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 EVALUATION REPORT (203) 262-9245 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 he 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 LRD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature, If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official_ This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen,P.E. The acsimile seal appearing wasauthodZedbyRobertNieminen, Florida Registration No.59166, Florida DCA ANE1983 �j,;,,,i11` + P.E.on 05/14j2077. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. 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 I ERD nor Robert Nieminen, P.E_ are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. Ri f- E R i ROOFING COMPONENT EVALUATION: 1. SCC)PE: 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 1504.3.1 Wired Uplift I'M 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1501.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1.507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: EnDy Examination Reference Date FM Approvals(TST 18671 Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 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 07/22/2008 PRI(TST 5878) Physical Properties PUSA-093-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTl(TST 2508) Physical Properties JX20H7A 04101/2008 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 11757.09.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 60491 Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(T5T 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.D8 03/2112008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P3054011.09-131 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 10119/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02,09-R23 Certificate of Authorization#9503 C"EDITION(20171 F13C NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;1570)384-2230 Revision 23:09/1412017 Page 2of14 TRINI Y.ERD Enti Examination Reference Date ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370,04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 60491 Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/09/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-5C8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-5C13040.12_16 12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-502115.08.17 08/08/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dude(CER 1592) HVHZ Compliance NOA 14-0717.08 01122/2015 Polyglass USA Manufacturing Affidavit Products Current 02118/7009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened UnderlaymeriM 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 IVITS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. Exterior Research and Design,LLC. Eva luaVon Report 1`12060.02.09-R23 Certificate ofAathorization#9503 5'EDITION(2017)r8C NON-HVHZ EVALUA7iON FL5259-R27 Polyglass Roof Underlayments;1570)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 (FIR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pr6m is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 42.8 Polystick Tile Pro'"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970(See Section 5.8). 4,3 Mechanically Fastened and/or Bonded Underlayments: 43.1 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 Hat 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 56 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 tile 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 the 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 the roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS` 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ, 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5A Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FSC 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 Certificate of Authorfzotian#9503 6'EDrn0N(2017)FBC NON-HVHZ EVVA[UATiON FL5259-RZ7 Polyglass Roof Underlayments;(S70)384-1230 Revision 23:09/14/2017 Page 4 of 14 TRINITY ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPT10NS i Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes plate &Shingles I, Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Yes Yes Yes. Polyglass G2 Base No Yes Yes No No No (base Sheet in 2-ply system) (base sheet in 2-ply system) Polyglass APP Base No 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 5.5A) No Yes Yes Polystick TU Pius Yes Yes Yes (See 5.5.1) Yes Yes Yes PolystickTU 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 SG G Yes Yes Yes (see 5.5.1) No Yes Yes Elastoflex SG 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) Na Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes I Yes (See S.5-1) No Yes I Yes Mule-Hide SA-APP Cap Sheet yes Yes Yes (sees.SJ) No Yes Yes or SA APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment Combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE, UNDERLAYMENT COMBINA-11ONS1 Adhesive Florida Product Underlayments Approval DAP Foam Touch`n Seal Storm Bond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBondTl FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP orTile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®AH-160 FL6332 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) Polystick TU P,Polystick TU Pius,Polystick TU Max,Polystick Tile Pro, ICP Adhesives PolysetO 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 Hoof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max 'Refer to Me Manufacturers orAdhesive Manufacturers Florida Product Approval far Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL52S9-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 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: New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) self-adhered to: r` ASTM C1289, Type 11, Class 1 polyisocyanurate 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: Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: r ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver. Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self-adhered to: ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ASTM D226,Type I or 11 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/TRl 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 Authnrirotion#95d3 6" EDITION(2017)FBCNON-HVHZEVALUATION FP5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 6 of 14 TRINITY ERD 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 the 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 TO P,Polystick TU Plus,Polystick TO 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 TO P,Polystick TU Plus,PolystickTU 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/S"diameter tin caps spaced 12-inch c.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 TO P,Polystick TO 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 IN"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 requirementsto satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and !Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #5 Maximum Design Pressure=-315 psf: Deck: Structural concreteto 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=-522.5 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 mail 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 TO P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR, Mule-Hide 5A-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 TO Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APR Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1123 Certificate of Authurugtinn P9503 6'"EDITION(2017)FBC NUN-HVHZ EVALUATION FIS.259-R27 P©lygiass Roof Underlaytnents;{570)384-1730 Revision 23:09/14/2017 Page 7 of 14 IJ ER.d #9 Maximum_ Design Pressure=-37.5 psf*_ Deck: Min.19/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga.x 1.25-11nch 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 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type Il 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-APF 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 requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga,x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertin 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-APF Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex 56 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- BaseSheet: 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 Paps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 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 Polyflex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min_15/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet Elastobase or Mule-Hide Nall Base(poly-film top surface) Fasteners: Simplex Original Cap Na0s Spacing:. 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c_at€our(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. 915 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 hat-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&-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-613 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 asphaltor 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 a.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,LLC. Evaluation Report P12060.02.09-R23 CertfcoteofAuthorizotian#9503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)334-123D Revision 23:09/14/2017 Page 8of14 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 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 APP Base(requires use of torch-applied underfayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows- Underlayment: Elastoflex G TU or Flastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 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 Underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Flastoflex G TU or Elastoflex 56 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: OMG 412 Standard Roofgrip or OMG#14 Heavy Duty with CMG 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.atthree(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. 422 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 412 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #23 Maximum Design Pressure=-90 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, CMG#14 HD with CMG 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: 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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. Exterlor Research and Designs,LLC. Evaluation Report P12060.02.09-R23 Cerrifcare of Authorization n9503 CH EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments;(570)384-1230 Revision 2109/14/2017 Page 9 of 14 TRINITY ERD 424 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 Muie-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 DO: 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-120 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 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 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 6 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 F8C 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 RA5 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 its 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,I.I.C. Evaluation Report P12060.02.09-1323 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments,(570)384-1730 Revision 23:09/14/2017 Page 10 of 14 TRINITY 'ER© 5.9 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck file 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 LIWATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Fiat 10-tile stack 7J2 j Elastoflex G TU 6a2 I Lugged 8-tile stack(6 over 2) 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-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 6A2 Flat 6-tile stack(4 over 2) 6:12 Polystick TU P Lugged 6-tile stack(4 over 2) 4:12 Flat or Lugged 6-tile stack(4 over 2) 7:12 Polystick TU Plus Flat or Lugged 14-tile stack 6:12 Polyfiex G or G FR Flat or Lugged 6-tiie stack(4 over 2) 4:12 Poly Tex 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 far 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 Elastufiex S6 G FR in hot asphalt or Folyflex G or Palyflex 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 P12060.02.09-1123 Certificate of Authorization#9593 6T"EWTION(2017)F13C NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 11of14 T AI F ERD 6.4 Polystick MTS,IR-Xe,TU P,TU Plus,Tit Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FIR,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 FIR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FIR)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 seaklap seams (selvage laps) must be ` firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). ' View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-taps shall have a 6-inch wide, uniform layer of Polyplus SO 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 5 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. Att Polystick membranes shall be installed to ensure full contact with approved substrates. Potyglass 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--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 Mile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRl April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on file systems over Polystick MTS,battens are required for loading/staging of the tile. 6.4.4 Two(2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS,TU P,TU Plus,TU Max,Tile Pro, MLI-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 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Undedayments;(570)384-1230 Revision 23:09/14/2017 Page 12 of 14 TRINITY ERD 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex 56 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 Ny System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened the 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 FRSA/TRI April 2012 (04-12) beneath mechanically fastened file roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing" (ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened file roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex 56 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 the applications: Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet"in the"Two Ply System"from FRSA/TRl April 2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.63). J Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the 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 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 Certificate of Authorizatloa#9503 6;"EDITION(201.7)F8C NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/1412017 Page 13 of 14 RiN �e,( ERKID 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.62G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product Us 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 11 Polyglass C2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM©6509 Polyglass APP Base TAS 103 Polystick NITS ASTM D1970&TAS 103 PolystickTU 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 i Elastoflex S6,Elastoflex 56 G FR ASTM D63222 Polyflex G,Polyflex 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,LLC. Evaluation Report P12064.02.09-R23 Certificate of Authadration#9503 6r"EDITION(20171 FBC NON-HVH2 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 F�V Professional , + A - •�i rg 6CIS Home Lag In User Registration Hat Topics Submit Surcharge Stats&Facts Publications FBC Staff 80S Site Map Links Search bd- eil" Product Approval d - r �. USPR_Publi[';icer PNduct Approval Menu>product or Ao Flcation Search>Anphcation List>Application Detail FL# FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Finail PO Box 1404 7oplin,MO 64802 (417)624-6644 Ext 2305 kern eden@tomko.ccm Authorized Signature Kerr!Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 3oplin,MO 64802 (417)624-6644 Ext 2305 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 __. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Pnest the Evaluation Report Florida License PE-74021 Quality Assurance Entity ULLLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD 0 7158 2011 TAS100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC 201.7-.odf Sections from the Code https://www.floridab-uilding.org/pr/Pi app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building Code Online Page Z of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Vatidated 0912712017 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,Hap and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL18355 R4 II TBP15001 4 2017 FBC Fval Report Shingles Approved for use outside HVHZ:Yes final.rldf 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 FLIS355 R4 AF TSP15001 4 2017 FBC Eval Report Sh3noles final.Ddf Created by Independent Third Party:Yes Basis Nezt Contact U ::2601 Blair Stone Road.Tallahassee FL 32394 Phone:850-487-1824 The State of Florida is an AAIEE0 employer.C2ovrioht 2007--2013 State of Florida privacy Statement::Accessibility Statement::Refund Statement Linder Florida law,email addresses are public records.If YOU do not want your a-mail address released in response to a public-records renuestr do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487,1395.-Fursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick ham. Product Approval Accepts: MEM NK L �R Credit Card Safe https://ww-w-floridabuilding.org/pr/pr app_dtl_aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 �5 CREEK Cerl ificate of Authorization No. .Z5824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6'"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issues'September 25, 2017 220 West 4tn 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: 15044.1.1, 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 Technologies(TST6878) 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) 08CA59132 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) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 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) TBP15001.3 Calculations 2017 TBP15001,4 FL18355-R4 Page 1 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 tither product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles e'E ECI-INICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-114" 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 12-114" 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. Heritage® 13-114" x 39-318n, 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(D Premium 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 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@ 17-1l2"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 13-114" 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 complying with ASTM D 3462. Heritage®Woodgate 12" x 36-318", ASTM D 3151, 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 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. TBP15001-4 FL18355-R4 Page 2 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. A TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles s TECHNICAL SERVICEs, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vuu): Max. 194 mph (Frederick, Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FI3C requirements; & Solidly sheathed min. 19/32 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- 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. 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS k Nailing- T 6-718° BW Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS 5 -�` — J.....----•--------I__------_--------- Nailing` —_ Area, -----...__-....�---------------------------------__...... ------------- -118" 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. [�EEK TAMKO BUILDING PRODUCTS j'� Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (VUit): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vflsd): 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@ Woodg ate new construction; Min.7116 in. OSB 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 (Non-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 ZON E COMMON BOND -1 $" E}CPOSURE 66-6/81, 1 " I+- 12-112" 12-3/81' - 12-112`� Figure 3. Heritage(?, Heritage@ Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON JL BOND 6-118" E _ E FX SURE -58" 1`�I �-t-1l2'+�7-1I�"� �..�se�(_1�°�►.—`-if2"`� �.-.-�1„ Figure 4. Heritage@& Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 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 CREEK Asphalt Shingles TECHNICAL SERVICES. LLC NAIL ZONE/ STENERSV --N�4 COMMON BOND 0'EXVOS U RIE 5 519- 1! �i �7-1/2'+7-lf2'+7-3fS+7-1/2+-1f22� Figure 5. Heritagee Wood gate 6 Nall Pattern Common Bond FASTENERS IN 7 Ln47 0 7 LLJ 39-318" Figure 6. Heritage@, Heritage(D Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PANT LINE,,', 7-7/8" NAIL ZONE EDGE OF COMMON AL BOND EXPOSURE ACCEPTABLE CCEPTABLE -CE PT' r FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage(g)(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, installation, recommended use,or other product attributes that are not specifically addressed herein. mmC REEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC Herit2ge0 Premium Basic Wind Speed (Vint): Max. 194 mph (Frederick) Basic Wind Speed (Vald): 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. 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 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 A Nail Pattern'or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS �caMnnOi'sl BOND 51/2" EXPOSURE " Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS CC MMON BOND 51f211 EXPC?SURE " Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.4 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. �� TAIVIKQ BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed (Vu,t): 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. DSB existing construction. Undedayment: In accordance with FBC requirements. Min.slope: 2-12 and in accordance with FBG 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 manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONEi IFASTEfVERS COMMON BAND i�!4,Tf =1I2" EXPOSURE 5' 12-3I8" 11" Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BOND * FASTENERS T 5-1f2" EXPOSURE 5" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001 A 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 quai4 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®Vintage@ Basic Wind Speed(V g,): Max. 194 mph (Phillipsburg) Basic Wind Speed(V.W): 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 FBG 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 T Nail Pattern"detailed below. arr' y u�arne Ex pns re Wxh 6„ F�ten�s hFa it ore S 7--11Z" Fx pasu re r tt7 Figure 12. Heritage0 Vintage® 5 Nail Pattern (non-HVHZ only) W'r lure ., No3dt fit hb..e LFagmm Zone t7-3d2` a-atr—ty-�—:cur rvs--.�-a�a _t I - �7� Figure 13. Heritage&Vintage° 6 Nail Pattern TBP15001.4 FL18355-K4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. TAMKt7 BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL.SERYICEs. LLC Hip&Ridge Basic Wind Speed(V i,)- 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. 15132 in. plywood or wood plank for new construction; Min. 7/16 in.QSB existing construction. Underiayment: 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 Start 5-7/8" exposure here- . n � Start Figure 1 here 5-1/8" exposure Fast or Fastener „ Figure 2 4s� Figure 3 Figure 14. Hip&Ridge(Frederick&.Joplin) TBP15001.4 FL1$355-R4 Page 9 of I l This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt notify CRLEK 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. TAMKa O BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES. L_LC Vintage®!-lip&Ridge Basic Wind Speed(Vw): Max_ 194 mph (Phillipsburg) 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. Beck(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 f prevailing wind Start 5" exposure here. �I Start here 5„ exposure Figure 1 1„ Fastener Fastener ��-1r2„ „ Figure 2 4 Figure 3 Figure 15. Vintage®Hip & Ridge (Phillipsburg) TSP15001.4 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. �� 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 ASTM Q 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 cede compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,61h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ��►tirllrrrrr G '• 'E•1VS•'` '�- 2017.09.25 No 74021 r 4 1 STATE OF ' .�4 a P,.�� Zachary R. Priest, P.E. +5;-O.R\ ��` Florida Registration No.74021 .,rrrlQ,NAy�� 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 Technicai 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 or 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 specificaliy addressed herein. Florida Building Code Online Page 1 of 2 a g i BCIS Hume tag In User Sen€stra.ion Hot Topics Submit Surcharge Stats&Facts PublicaCionS FBC Staff gas Sire Map Links Search b" R- r Product Approval M USER:Public User PMLCt A[iorovad Menu Pmduct or Application Search>Aoolication List>Application Detail .., x FL# FL18355-R4 i Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext2305 kerri eden@tamko.com Authorized Signature Kerr!Eden kerri eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email Pt}Box 1404 Joplin,MQ 64802 (417)624-6644 Ext 2305 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 Evaluation Report-Hardcopy 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 0 1/0 712 0 19 validated By Locke Bowden Vatidatlon Checklist-Hardcopy Received Certificate of Independence FL1535S R4 COS TBP15001.4 2017 FBC Evai Report Shinales n"nal. df Referenced Standard and Year(of Standard) Standard Year ASTM D 3151 2016 ASTM D 3462 2010 AST+'!D D 71SS 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 E uiv UL letter for standards far FBC 2017. df Sections from the Code https;/Iwww-floridabuilding.org/pr/pr app_dtl.aspx?paraml=wGEVXQwtDquvosrHazGXQ... V3/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method i 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 II TBP15(101 4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes final.Ddf 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 AE TBP15001.4 7017 FBC Eval Report Shingles final.pdf Created by Independent Third Party=Yes sack Nett Contact ll5::2601 Blair Stone Road Tallahassee FL 323913 Phone:850AV-JE24 The State of Honda is an AA/EEO employer.Ccovriuht 2007-013 State of Ficrida.::Privacy Statement::AcQ-ssitrility 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 8y phone or by traditional mail.If you have any questions,please contact 950.487,1395.xPursuant to section 455.27511),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are Public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.tloridabuilding.org/pr/pr app dtl.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,6"'EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 4rti'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, 15072.5, 15072.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES auiL Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 160 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)el PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK244366 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) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 1OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 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)el 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) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Pagel 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 PRODUCT DESCRIPTION Elite Glass-Seal@ 12-114" 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 12-114" 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. Heritage@ 13-1/4" x 39-30, 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 13-114" x 39-3f8", 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 renforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage@ 17-112"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 13-114" 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 complying with ASTM D 3462. Heritage@Woodgate 12" x 36-3i8", 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 127, 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 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. TBP15001.4 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 CREEKAsphalt Shingles A s TECHNICAL SERVICES, LLC INSTALLATION Elite Glas"eal@ Basic Wind Speed(V.1t): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vz�s�j): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Sea] new construction; Min. 15/32 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.7/16 in. DSB 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(HVHZ): Installed with 5-1/8 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. RAILS 1�� f jar Nailing ---- -----------------_ Area �-..-------- .r�.-._. _. ---------- -------- 5-'I 18" 'a Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing' - - - -----------� - �.. -... - - 6-7181 1 -....---------------------- ----------------- .Area -------- 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 . CREEKAsphalt Shingles TECHNICAL SERVICes. LLC Heritages Basic Wind Speed(V„EE): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vesa)- 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.OSB 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 instaliation instructions. Shingles shall be attached using `6 Nail Pattern" detailed below. Installation (Non-HVHZ) Installed with 5-5/8 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 NAI L.SON R COMMON BOND F_XPOSURE 5-618" 12-1 12"-► 12-8/8" -► - 12-1 I2"-� 1" Figure 3. HeritageQ, Heritage®Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON VBOND 6-1i8" EXPOSURE 5-516"_ E I 1°� �-7-1I�"►�7-it2 -� 7-31a�—l-1�2 �F-1 j2�`-i� �•>r--1 r, Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Sefvices,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 NAIL ZONE/ ASTENERS COMMON BOND EXPOSURE 5 518" 1" �7-112'�7-1f2'47-3/8+-1I2 7-lf2ud �F1° Figure 5. Heritage(D Woodgate 6 Nail Pattern 1'11 - 12-1/2" -i ice--12-1/2" -;1"ii"�r— I � Common Bond FASTENERS 7,7 r xAt i t�ti � I �N � !Z r W y w Y I 39-3/8" Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE, 7-7/811 --------NAIL ZONE " + I EDGE OF +-1/8 COMMON BOND EXPOSURE 5-5/8" ACCEPTABLE FASTENER LOCATION / DO NOT FASTEN ALONG EDGE 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 TBP15001.4 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, installation, recommended use, or other product attributes that are not specifically addressed herein. { TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES.LLC Heritage@ Premium Basic Wind Speed (V it): Max. 194 mph (Frederick) Basic Wind Speed (Vast): 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. 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 Mail 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 BONE] 1fa" EXPOSURE 1211 —► - 11 --� �— u Figure 8. Heritageg)Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS Catu MON BOND r31f2" EXPOSURE 5" Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern 713P15001.4 FL18355-R4 Page 6 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. REEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LL.0 Heritage®Woodgate Basic Wind Speed (V",t): Max. 194 mph (Frederick) Basic Wind Speed(%,,i): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed mire. 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. Refer to the manufacturers 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 manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONEt FASTENERS COMMON BOND TE T 5-1/21' EXPOSURE 5' 12-3/8"`'1� 11°. -� k-1°" Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEI COMMON BOND FASTENERS 5.1C" EXPOSURE 5" 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 61 G26-3. 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, LLG HeritageO Vintage® Basic Wind Speed(Vust): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Beck(HVHZ): In accordance with FBC requirements- Solidly sheathed min. 19/32 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. 15/32 in. plywood or wood plank for new construction; Mitt.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBG 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. ao'r y ugmnt &posure -0 nmmm z hY an Fastenes tad - - - - - - - - ore r 7-1fi2" 5" apw M Figure 12. HeritageO Vintage® 5 Nail Pattern (non-HVHZ only) $f!' 54D6ilR T + / 5• F�Ceners � Z4n1f ¢' f-- - - - 4P- - - f - - - 17-1J2` FIT, • L-- 72V t.1'F 7'yaR'—f�-7�Jla' Figure 13. Heritage&Vintage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule bIG20-3. 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. ii TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Nip&Ridge Basic Wind Speed(V,11): 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(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. 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 Start 5-1/8" exposure here- '' t n nl iheraeg Figure 1 5-118"exposure SAS J Fastener r Fastener Figure 2 .alU 4" Figure 3 11 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 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. a CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles !TECHNICAL SERVICES. LLC Vintage&Hip&Ridge Basic Wind Speed(Vuu): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): 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(Non-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 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" exposure here-- ij II II 4 111 , Start Figure 1 here 5" exposure 1" Fastener Fastener 9S Figure 2 114 Figure 3 Figure 15. Vintage(A)Hip& Ridge (Phillipsburg) TBP15001A 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. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVicES, LL%-.. 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 6&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 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. rrrrr{li111111fj�'` C` 2017.09.25 11 :31 :41 No 74021 � •' STATE OF :•'JJ Z r041001 (D'<`•'''r< O Q:.••`_: Zachary R. Priest, P.E. f� S... 0 R�. r*' 'Florida Registration No.74021 i SyOL1�r�. Organization No_ANE11669 �>>r r r l 1111%%rr 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 manufactunng 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 o€11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREED 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.