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HomeMy WebLinkAboutBuilding Permit Application�w Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. -S4a% —H l } - ow.; - oou-S 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 PropeM : (and stre ciclre if vaiiable): 1 f Q� ,��� G� k5 lw�C rZ i'6C � LAA-C--Zr—�11.��(� ! [.�5 +f , r4.�� General description of improvement: REROOF Owner in=-(AM ation if t Lessee contracted for the improvement: Name jr), �',Y)nZcY, Address yzc) L4 61-1 Interest in property: OWNER Name and address of fee simple titleholder (if different from Owner listed above) Contractors Name: Treasure Coast Roofing Contractor Address: 1816 SW BILTMORE PSL,FL 34984 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Lender Name: _ Lender's address: one Number: Phone Number: 772-370-9770 Phone number: � m `h U � � � o LU (nm LO 4 O U. N 0 0 Y00LU 0 N N V F v w o zC3 r0o �p �VLD co UJ LO w j Q Y z za4On ED #00 0?wIrU Li Q ro ly 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 Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: of to receive a copy of the 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) WARNfNG 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 knowlgdge and belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's The foregoing i st/u�ne�t was acknowledged before me this E 4 day of 20� By I—V r) Nara L� as c_JA� for Type of authority (e.g. officer, trustee) .CCtr�12,2o7 a c9 Pi tFF i22�34 v Party on behalf of whore instrumentwas executed Personally known_ or produced Identification (Signatu e tary Public - State of Florida) (Print, T 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: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial _ Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 23 CAMINO DEL RIO Legal Description: SPANISH LAKES RIVERFRONT MOBILE HOME PARK Property Tax ID #: 3427-111-0002-000-5 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: Lot No. Block No. IDETAILED DESCRIPTION OF WORK: I TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES CONSTRUCTION INFORMATION: Additional work to be nerformed under tis permit — check all that appy: HVAC Gas Tank Gas Piping _ Shutters Q. Windows/Doors Electric Plumbing Sprinklers Generator W1 Roof Roof pitch Total Sq. Ft of Construction: 1700 Cost of Construction: $ 9=000.00 SFt. of First Floor: _ Utilities:n Sewer 11 Septic Building Height: 1 OWNER/LESSEE: CONTRACTOR: Namelq G'^^� cls Name: `dw'1 S 4 Address:a3 �CJr�-41^��0 Company: TREASURE COAST R© ING City: Cir rr'c I — Stater Zip Code: Fax: �'�,) f Phone No.' -3-7C- V BSS Address: 1816 SW BILTMORE STREET City: ry(_ State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: /`f 1 tN- Fill in fee simple Title Holder on next page (if different from the owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: 23 CAMINO DEL RIO Address: City: State: Zip: Phone City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: 1816 SW BILTMORE STREET Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIOVIT: Application is hereby made to obtain a permit to do the work and installation as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencine work or recordine your Notice of Commencement. Rev. 8/2/17 Signature of Contra or icense o er Signature of Owner/ Le /Co ra oras Agent for Owner STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ST LCUIE COUNTY OF STrccsE The for`gging instrument Vas acknowledged before me I —\day I? The forgoday of ing instru instrument was acknowledged before me this 201 by this of 20 by BRIAN J MALONEY BRIAN J MALONEY Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known x OR Produced Identification Type of Identific n Type of Identifica Produced Produced (Signa e of t ry Public- State of Florida) (Signa t at y Public- State of Florida ) Commission No.`�- FF122434 Camm]SSIOn NO. FF122434 $ell REVIEWS FRONT ZONING SUPERM5013 PLANS VEGETATION SEATURTI_ IIAQROJVEF-j COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW- R: E DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Florida Building Code Online DCIS Home Log In User Registration bo z r Product Approval USER: Pub4ic User Page 1 of 2 Hot Topics Submit Surcharge Stats & Facts Publications - FUC Staff SCIS Site Map Links Search Pmduct Approval Menu ? Product or AD12110tlpn $ arch > Applicatlon US t > Application Detail FL # FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyan Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAI pert@polyglass corn Quality Assurance Representative Ariei Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1230 ALender@polyg lass. com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 2015 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/0512018 Validated By John W. Knezevich, PE FRSAjTP,1 April 2012 J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) iFL5259 R27 COI 2017 O1 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSAjTP,1 April 2012 2012 TAS 103 1995 TAS 110 2000 https_llwww.floridabuiIding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Pate Validated 09/15/2017 Date Pending FSC Approval 09/18/2017 Date Approved 12/12/2017 r-5ummary of Products Page 2 of 2 2012 FL # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R27 II 2017 09 FINAL ER POLY LASS UNDERLAYMFNTS FL5259- R27.13df Impact Resistant: N/A VeriPed By: Rohert Nleminen PE -59166 Design Pressure: +N/A/ -622.5 Other: 1.) The design pressure in this Created by Independent Third Party: Yes Evaluation Reports application relates to one particular underlayment system (over concrete FL5259 R27 AE 2017 09 FINAL ER POLYGL6SS UNBERLAYMENTS FL5259- R27.odf deck) for use under foam -on title systems (where the underlayment forms part of Created by Independent Third Party: Yes the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. E 2.) Refer to ER Section S for other limits I of use. Back Nest Contact US:: 2601 6lair5tone RqaO, Tallahassee R32399 Phone: 850-487-1§24 The State or Florida is an AA/EEO employer. CopVr50ht 2007-2013 State of Florida.:: Privacy Statement :: ACCeS5lbllity Statement :: Refund m nt Under Flonde law, email addresses are pubic records. If you do not want your a -malt address mieased to response to a public -records request, do nat send electronic mail to this entity. Instead, ccry�Ct the price by phone or by traditional mail. If you have any questions, please contact 850.487.1345. 'Pursuant to SeCtion 455.275(1), Florida Statutes, effeCtive October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvide the Department with an email address if they have one. The amails provided may be used for official communiratian with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M WRF" tC Credit Card Safe https://vwww.floridabuilding.orglpr/pr_app_4tl.aspx?param=wCiEVXQwtDgvbSgAaZp3 Crk... 1/3/2018 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570)384-1230 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Evaluation Report P12060.02.09 -R23 FL5259-R27 Date of Issuance: 02/24/2009 Revision 23: 09/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Poiyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14 Prepared by: Robert J.M. Nieminen, P.E. •... Florida Registration No. 5:4166, Florida DCA ANE3983 �., fir;,'. ,, • �.,�_'';�` The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen'P-E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY. ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 50 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 Prope Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 15071.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enti Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRI01111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRi (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-D2-02 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 02/22/2008 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 IX2QH7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752,09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (FST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09 -R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11-09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 'Exterior Research and Design, LLC. Evaluation Report P12060,02.09 -R23 Certificate ofAuthorizvVDn #9503 6''{ EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 2of14 TRINITY 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 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03 -R1 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03 -R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020-09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520A0.14 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-5C7550.03.15 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-SC12025-1.0.16 10/12/2016 ERD (TST 6049) Physical Properties PLYG-SC13040-12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD (TST 6049) Physical Properties PLYG-5C12115-08.17 08/08/2017 ICC -ES (EVL 2396) IBC Compliance ESR -1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717-08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA PA Affidavit Mule -Hide Crass 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 Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, 5135 modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4. 1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 1.013. 4.2.2 Polystick IR -Xe is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface,- meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, I.I.C. Evaluation ReportP12060.02.09-R23 Certificate afAutharizutian #9503 6' EDITION (20 7) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 3 of 14 TRINITY ERa 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 -Bide SA -APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual PrOTM is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 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. 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex 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/TRl 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 tile roof systems. Elastoflex 56 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/TRI April 2012 (04-12) beneath mechanically fastened the roof systems. LIMITATIONS: 5.1 This is a building code evaluation. 'Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ, 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may 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, L.L.C. Evaluation Report P12060.02.09 -R23 Certificate ofAuthorkotionM03 6r'{ EDI -PON (2017) FBC NON-HVHZ EVALUATION' FL5259-R27 Polyglass Roof Undertayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 TRINITY ERE 5.5 Allowable Roof Covers: 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS] Adhesive TABL£ 1: ROOF COVER OPTIONS Llnderla yments Approval Underlayment j I Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes g Shingles Slate ElastQbase Yes (Base Sheet in@2 -ply system) es `n (Base Sheet i2-piy system) YES Yes Y@5 Elasto6aseP YES es (Base Sheet int -ply system) (Base Sheet mZplysystem) Yes Yes Yes Polyglass G2 Base No Yes (aase Sheet in 2-plysystem) Yes (Base Sheet in 2 -ply system) No No No Polyglass APP Base No Yes (Base Sheet in 7 -ply system) Yes (Base Sheet in 2 -ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick IR -Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Poiystick 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 55.1) Yes Yes Yes ( Polystick MU -X Yes No No Yes Yes Yes rElastoflex SG G Yes Yes Yes (See 5.5-1) No Yes Yes Elastoflex 56 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5-1) No Yes Yes Polyflex 6 Yes Yes Yes (See S.5-1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Yes Yes Yes (See S.5.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS] Adhesive Florida Product Llnderla yments Approval DAP Foam Touch 'n Seal Stormeond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow Tile Bond- FLM25 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset' AH -160 FL6332 Elastoflex G TU, Elastoflex Sb G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA -1 FL62.76 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Muie-Hide SA -APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Poiystick TU Plus or Polystick TU Max I Refer to Tile Manufactures orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authnfirotion #9503 6'H EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 5 of 14 5.6 Allowable Substrates: 5.6.3. Direct -Bond to Deck: Polystick (al[ 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 CISB; 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 bL cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 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 Band -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: r ASTM C1289, Type 11, Class 1 polyisocya n u rate or Type V polyisocyanurate--composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex 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 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 11 felt; Elastobase; Elastobase P or Mule= -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/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 P12060.02.09-1123 Certificate of Autharizatlon #9503 6' EDITION (20171 FBG NON-HVH7 EVALUATION FL5259-827 Polyglass Roof Underlayments; {570) 384-1234 Revision 23:09/14/2017 Page 6 of 14 fi RI " ERa S_6.4 Wind Resistance for Underlayment Systerns 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 2032 (04-12) and are used in foam -on file 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 osf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 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 IV' ring shank nails through 32 ga., 1-51K 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: We -3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o.c. #4 Maximum Design Pressure =-135 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4 -inch wide strips of Elastoflex SA -V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, 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: Poiystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction - Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32 -inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #S Maximum Design Pressure= -37.5 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 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 P12060.02.09-1123 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayrnents, (570) 384-1230 Revision 23:09/1412017 Page 7 of 14 TRINITY Ear #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 II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure =-45 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 II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o,c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt_ #12 Maximum Design Pressure = -45psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction- 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 laps and 18 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32 -inch plywood to meet project requirementsto 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 requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows- Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #15 Maximum Design Pressure = -52.5 psf: Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC, Evaluation Report P12060.02.09 -R23 Certificate ofAuthorizot= #9503 6-' EDITION 12017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 s � � #17 Maximum Design Pressure — -60 Rsf: Deck: Min. 19/32 -"inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Flastabase (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: Elastaflex 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 underlayment) Fasteners: 12 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure = -75 ost 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 to -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastafiex G TU or Eiastoflex S6 G, applied in full mopping of hat asphalt or torch -applied or Polyflex G, torch - applied. #20 Maximum Design Pressure = -90 nsf: 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 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Eiastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #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 underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c- at the 4 -inch wide side laps and 9 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and Design, LLC, Evaluation Report P12060.02.09 -R23 Certificate ofkuthorirotiori #91 6" EDITION (2017) F8C NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 9of14 TRINITYERp 424 Maximum Design Pressure w -97.5 psf: Deck: Min. 19/32 -inch plywoodto meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o.c. at the 4 -inch wide side laps and 4 -inch a.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Potyflex 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 requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o -c- at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure =-120 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction - Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 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 Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on the systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN5[/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 56 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 S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU -X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6' EDITION {2017) FBC NON-HVHZ EVALUATION FIS259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 TRINITY ERS 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. 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 D225, 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 56 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached hase sheet in the "Two Ply System" from FRSA/TRl 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-RZ3 Certificate ofAutharization #9503 fig" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (576) 384.1230 Revision 23:09/14/2017 Page 11 of 14 TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLAT1oNs underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10 -tile stack 7:12 Lugged 8 -tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6 -tile stack (4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6 -tile stack (4 over 2) 7:12 Polystick TU Max Flat 6 -tile stack (4 over 2) or 10 -tile stack 7:12 Lugged 6 -tile stack (4 over 2) 7:12 Lugged 10 -tile stack 6:12 Polystick 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 D225, 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 56 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached hase sheet in the "Two Ply System" from FRSA/TRl 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-RZ3 Certificate ofAutharization #9503 fig" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (576) 384.1230 Revision 23:09/14/2017 Page 11 of 14 TRINITY 7 ERC. S.4 Polystick MTS, JR -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): b.4.1 mail De 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 -Beck 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 meta[ disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. 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 -laps shall have a 6 -"inch wide, uniform layer of Polypius 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40 -Ib weighted -roller or, on steep slopes, use of a stiff broom with approximately 40 -lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 ib roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick 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 tile roofing over 2 -ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading/ staging of the tile. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU -X or 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_ Eva luation Report P12060.02.09 -R23 Certificate of Aathanzation #3503 6" EDITION 126171 FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570)384-1230 Revision 23:09/14/2017 Page 12 of 14 TRINITY ERD 6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR: 5.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems- Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex Sb G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in 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 tike 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. 66=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 ail 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, LC- Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6' EDITION (2017) FeC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 13 of 14 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. MANUFAcfURING PLANTS: Contact the noted QA agency for information on product locations covered for F.R.C. 6IG20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product s Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM 01970 Polystick MU -X Hazleton, PA M -D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR -Xe Hazleton, PA & Winter Haven, FL ASTM 01970 & TAS 103 Polystick TU Plus ASTM D1970 & TAS 103 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type 1! Polyglass G2 Base ASTM D226 (physicals) Flastobase, Elastobas€ P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970 & TA5 103 Polystick TU P Winter Haven, FL FRSA/TRE April 2012 Polyflex SAP, Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6, Llastoflex S6 (3 FR ASTM 06222 Polyflex G, Polyflex G FR QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ui.com END OF EVALUATION REPORT - 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 14 of 14 Florida Building Code Online Page 1 of 2 ProfessionalBusiness, e BCIS Home Log In - User RegiStratfon Hot Topic; Suhmit Surcharge stats & Facts Pubkobans ` FBC Staff ` 6Ci5 Site Map Links Search dbti0(- Product ApprovalLSFR; Puljk User Product Approval Menu > Product or A li ionrch > Arsn}icatiors List > Application detail ,F FL # FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Emafl 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Fxt242 jakins@ polyg lass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Quafity Assurance Representative Ariei Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1230 ALender@pu4yglass.com Category" Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 2015 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10105/2018 Validated By John W. Knezevich, PE FRSA/TRI April 2012 d Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R27 COI 2017 01 COI Nieminen.pdf Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 https://www.floridabuilding.org/pr/pr app_Ail.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online Equivalence of Product Standards CerUfied By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Summ_, ary of Products UL 1897 Method 1 Option D 09/14/2017 09115/2017 09/1812.017 12/12/2017 Page 2 of 2 2012 FL # Model, Number or Description Name 52.59.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R27_ I1 2017 09 FINAL R POLY LASS Umr]ERLAYMENTS FL5259- R27.Ddf - Impact Resistant: N/A Verified By: Robert Nlernmen PE -59166 Design Pressure: +N/A/ -622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system (over concrete deck) for use under foam -on tile Systems (where the underlayment forms part of Created by Independent Third Party: Yes Evaluation Reports FL5 59 R27 AE 2017 09 FINAL ER POLY LASS UND RL4YMENT FL525 - R27.Odf Created by Independent Third Party: Yes 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. Baci[ Newt Contact :: 26G1 lair stone Rgad, Tallahassee FL 32399 Phgng: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Priva:v Statement :: ACCeSsibiliiy Starement :: Refund Statement llnder Flonda law„ emael 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 -aa tc this entity. Instead, contact rhe office by phone or by traditional mail, it you have any questions, please contact 858.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S_ must provide the Department with an email address if they have one. The emails provided may be used for official commurkation with the licensee. However email addresses are public record. If you do not wish to supply a persona) address, please pmvide 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 hem. . Product Apllpmvval�l Accepts: Credit Card Safe https://www.floridabuilcling.org/pr/pr_app dtl.aspx?param wGEVXQwtDgvbSgAaZp3Crk--- 1/3/201$ EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570)384-1230 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #/9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report P12060.02.09 -R23 FL5259-R27 Date of Issuance: 02/24/2009 Revision 23:09/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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. .,r�s^..:..�.',•.,�r; The facsimile seal a earin was authorized b Robert Nieminen, pig g Y Florida Registration No. 59366, Florida DCA AIVE3983' P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E_ are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY Y ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, [nc., have demonstrated compliance with the following sections of the S'h Edition (2034) 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 Prope Standard Year 15043.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507-11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTIVI D6222 2011 1523.6.5-2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 I REFERENCES: Enilitt Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PR101111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PR; (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 (TST5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09129/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03-08 03/21/2008 ERD (TST 6049) Physicai Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-111 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 5049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design, LLC. Evaluation Report P12C60.02.09-R23 Certificate ofAuthorizotlon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS2S9-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 intiy Examination Reference Date ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02,07 -R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03 -R3 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03 -R1 11/26/2013 ERD {TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/201.4 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-SC8080.07.16 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 (TST6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD (TST6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC -ES (EVL 2396) IBC Compliance ESR -1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAffidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103- 4.2.2 Polystick IR -Xe is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick 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, LLE. Evaluation Report P12060.02.09 -R23 Certificate ofAuthorizatinn #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1234 Revision 23:09/14/2017 Page 3 of 14 TRINITY' ERa 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 SAF' FIR, 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 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: 4,3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roo#ing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 43.2 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 tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered life roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P,E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. FvaWation Report P12060.02.09-1123 Certificate of Authorization #9503 6' EDITION (2017) FIRC NDN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 ` � F TRINITY ERD 5.5 Allowable Roof Covers: 5.5.1 "Foam -On rile' is limited to use of the following Approved the adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS" Adhesive TABLE 1; ROOF COVER OPTIONS Underlayrnents Approval Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Dow T)leBond" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro & Shingles ICP Adhesives Poiyset® AH -160 Elastobase Yes Yes Yes Yes Yes Yes _ ICP Adhesives Polyset° RTA -1 Base Sheet in 2 -ply system) { p y y j (Base Sheet in 2 -ply system} Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Elastobase P Yes Yes (Base Sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) Yes Yes Yes Polyglass G2 Base No Yes Yes No N0 No (Base Sheet in 2 -ply system) {Base Sheet in 2 -ply system) Polyglass APP Base No Yes Yes No No No (Base Sheet m2-plgSystem) (Base Sheet int -ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR -Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.S.1) Yes Yes Yes Polystick MU -X I Yes No No Yes Yes Yes Elastoflex S5 G Yes Yes Yes (See 5.5.1) No Yes Yes d Elastof lex S5 G FR Yes Yes No No Yes Yes Elastofiex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See S.5_1) No Yes Yes Polyflex G FR Yes Yes No No yes yes Poly€lex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Yes Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -On rile' is limited to use of the following Approved the adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS" Adhesive Florida Product Underlayrnents Approval DRP Foam Touch 'n Seal Starmi3ond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow T)leBond" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Poiyset® AH -160 FL6332 Eiastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide 5A -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset° RTA -1 FL6z76 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) LP,I:ya:l,:ss PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max ` Refer to Tile Manufacturer's orAdhesive Manufacturers Florida Product Approvo) for Overturning Moment Resistance Performance. Exterior Research and Design, LLC._ Evaluation Report P12060.02.09 -R23 Certi�cateafAuthorization #9503 6"` EDITION (2017) FBC NDN-HVHZ EVALUATION FL5259-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 (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed CCSB; 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 OSS sheathing. New or existing plywood or 058 sheathing should be cleaned of all dirt and debris prior to applicotion of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: > ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: > ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type It, Class 1 polyisocyanurate or Type U polyisocyanurate-composite insulation; Dens. Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Flastoflex 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 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 Layer: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type 1 or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ASTM D226, Type I or II felt, Flastobase; Elastobase P, Mule -Hide Mail 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/TRJ 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 Authoriration#9503 6T" EDITION (2017) F8C NON-HVHZ EVALUATION FIL5259-1127 Polyglass Ronf Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 TRINITYERQ 5.6.4 Wind Resistance for Underlayment Systems in Foarn-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tale 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 Qsf: Deck: Miin. 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 -ARP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side baps 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 sf: 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 1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o.c. #4 Maximum Design Pressure= -135 sf: 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 5A -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 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100orASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -622.5 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32 -inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, PolyRex SAP, Polyflex SAF' FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #8 Maximum Design Pressure= -37.5 Dsf*: 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. Eva9uation Report P12060.02.09-1123 Certificote ofAothorizotion #903 6' EDITION (2017) F8C NON-HVHZ EVALUATION FL5259-1327 Pofyglass Roof Underlayments; (570) 3841230 Revision 23:09/14/2017 Page 7of14 TRINITY ERD #9 Ma imum Design Pressure = -37.5 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to sat€sfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o_c. at the 3-inch wide side laps and 12-inch o.c_ at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. ##10 Maximum Design Pressure= -45 sf*: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Base Sheet: One (1) laver ASTM D226, Type li felt Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diametertin caps Spacing: 4 -inch o.c. at the 2 -inch wide side laps and 4 -inch o.c_ at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Ffastoflex 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 d€ametertin caps Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 9 -inch o_c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure = -45 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 ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MARX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 18 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex 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. #14 Maximum Design Pressure =-52 5 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystfck 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 Spac€ng: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #16 Maximum Design Pressure = -60 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga_ x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC. Evaluation Report P12060:02.09 -R23 Certificate ofAuthorizotion #9503 0' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 TRIM ER® #17 Maximum Design Pressure = -60 sf: 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 Flastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure = -67,5 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied 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 Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure = -75 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underfayment) Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10 -inch o.c. at the 4 -inch wide side laps and 117 -inch o_c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Poly -flex G, torch - applied. #20 Maximum Design, Pressure =-90 nsf: 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 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure= -90 osf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt_ #23 Maximum Design Pressure = -90 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet; Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underluyment) Fasteners: Dekfast 414 with Dekfast Hex plates, OMG #14 HD with CMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9 -inch o_c_ at the 4 -inch wide side laps and 9 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and design, LEC. Evaluation Report P12060.02.09-1323 Certificate of Authorizatinn:+9so3 6" FDITION (2©27) FBC NDN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 9 of 14 TRIM ERD #24 Maximum Design pressure =-97,5 sf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o.c at the 4 -inch wide side laps and 4 -inch O.C. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o_c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure = -120psf: 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 = -120psf: Deck: Min. 15/32 -inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underiayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180 -days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU -X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6T' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 TRINITY ERD 5.9 Tile S I i p page Limitations TAS 101per FRSA TRI Al2ril 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. Underlayment Elastoflex G TU Elastoflex S6 G or 56 G FR Poiystick MTS Polystick Tile Pro Polystick TU Max Polystick TU P Polystick TU Plus Polyflex G or G FR PolyfIex SA P or SA P FR 6. INSTALLATION: I ABLE L: TILE SLIPPAGE LIMITATIONS FOR DIRECr-DECK TILE INSTALLATIONS Tile Profile Staging Method Maximum Slope Flat 10 -tile stack 7:12 Lugged 8 -tile stack 16 over 2) 6112 Flat or Lugged 6 -tile stack (4 over 2) 4:12 Flat or Lugged Prohibited without battens NAA Flat or Lugged 6 -tile stack (4 over 2) 7:12 Flat 6 -tile stack (4 over 2) or 10 -tile stack 7:12 Lugged 6 -tile stack (4 over 2) 7:12 Lugged 10 -tile stack 6:12 Flat 6 -tile stack (4 over 2) 6.12 Lugged 6 -tile stack (4 over 2) 4:12 Flat or Lugged 6 -tile stack (4 over 2) 7:12 Flat or Lugged10-tile stack 6:12 Flat or Lugged 6 -tile stack (4 Quer 2) 4:12 Flat or Lugged 6 -tile stack (4 over 2) 4:12 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). 63 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 I1226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide 5A -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. hoof 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 -R23 Certificme ofAurhorizotion#9503 6" EDITION (2017) FBC NON-HVNZEVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 11 of 14 6.4 6.4.1 6.4.2 6.4.3 6.4.4 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): 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. 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 Simplextypemetal 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 x firmly rolled with a minimum 28 Ib. hand. E . 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 Ove lap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6 -inch wide, uniform layer of Polyplus 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 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 40-1b weighted -roller or, on steep slopes, use of a stiff broom with approximately 40Ab5 of load appfled for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not accessible to a large roller or broom. Tile Applications notallowed forPolystick Dual Pro 1R -Xe or Po! stick MU -X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2 -ply system, consisting of Sase Sheet and self -adhering top sheets), 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. Two 2 Ply Underla ment 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 sport P120b0.02.09-R23 Certifrrak8 o}Authorization H35�3 6'" EDITION 120171 FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/20!7 Page 12 of 14 TRINITY., ERD 6.5 Elastoflex G TU, Elastoflex 56 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 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 tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from 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/TRl April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G Til, Elastoflex 56 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 tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course_ Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. 5.7 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 file 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 Poiyglass 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 P12060.02.09-1323 Certif teafauthonzotion#9503 6' EDITION (2017)FBCNON-HVHZEVALUATION FL5259-R27 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 13 of 14 7 8. 9 TRI I i ERD BUILDING PERMIT REQUIREMENTS: As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective ohvsical nronartipc UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.uLcom - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 cert fieate ofAuthorizntion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;1570) 384-1230 Revision 23: 09/14[2017 Page 14 of 14 Florida Building Code Online Page 1 of 2 Business it eRegulation Professional the Evaluation Report d Florida License PE -74021 Quality Assurance Entity UL LLC Qualfty Assurance Contract Expiration Date BITS Home Log In User Registration Hat Tapia Suhmft Surcharge Stats & Faar Publications Fill: Staff KIS Site Map Links F Search bd cto1Product Approval r USER: Public User Product Approvai Menu > Product or ADDkIcation Search > Application List > Application Detail •rte ,-. FL # FL18355-R4 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 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 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 - Havd Copy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2016 Florida License PE -74021 Quality Assurance Entity UL LLC Qualfty Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden s Validation Checklist - Hardcopy Received Certificate of Independence FL1835S R4 COI TBP15001.4 2017 FBQ Eval Report Shingles final odf Referenced Standard and Year (of Standard) Standard year ASTM D 3161 2016 ASTM D 3462 2010 AST -MD D 7158 2011 7AS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017.pd Sections from the Code https.11www.floridabuilding.or 1prlpr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12112/2017 Summary of Products Page 2 of 2 FL* Madel, 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, Flip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions FLIS355 R4 II TSP1 001.4 2017 FBC Eval Re art Shingles final.udt Approved for use outside HVHZ: Yes 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 Por limits of use. Evaluation Reports FL153S5 R4 AE TBP15001 4 2017 FBC Eval Report Shineies final.Ddf Created by Independent Third Party: Yes Back, Nex Contact Us :: 2601 Blair it Stone Road Tallahassee FL 323gg Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Ccovrioht 2007-2013 State of Florida.:: Privaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, it you do not want your e-mail address released in response to a pubrac-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1345. 'Pursuant to SL cbon 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licansee. However email addresses are public record. If you do not wash to supply a personaM1 address, please provide the Department with an emadaddress 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: ® ® 5—'K rrk Card Safe https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/241$ Certificate o�fAuthorizati""ori No. 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 220 West 4"' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued September 25, 2017 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.9.1, 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 TRS 100 1995 PRI Construction Materials Technologies (TST5878) TRP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TRP -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) TAI' -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 (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A. UL LLC (TST9628) IOCA50498 ASTM D 3462 2010A UL LLC (TST9628) IOCA64882 ASTM D 3161 2016 UL LLC (TST9628) 1INK14014 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 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 TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite GlassSeal@ 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 12-1/47x 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 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114° 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® 17-112" 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. Heritagea) 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 ❑ 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. EEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal(D Basic Wind Speed (Vuit): (Frederick, Joplin & Basic Wind Speed (V.,Q: Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Nor!-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVH.Z): Nailing Area Naming Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FSC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Instalied 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. Installed with 5 -118 -inch exposure in accordance with FSC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or "6 Nail Pattern" detailed below_ BLft Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -7$n 5-118„ Butt Edge Figure 2. Elite Glass -Seal & Glass -Sea{ 6 Nail Pattern -716" i-'118„ TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) & Heritage® Premium (Daltas, Frederick Philfipsburg & Tuscaloosa) Heritage® Woodgate (Dalias & Frederick) Basic Wind Speed (V,,,t): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKG BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements: Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements_ Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERSNAIL ZONE j:::::��GOMMON BOND EJtP4S URE 5-518" 1 " �- 12-1/211 -►�+- 12-3/$" 12-112`�--1 Figure 3. Heritage®, Heritage® Premium, and Heritage0 Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTEN ER NAI L ZONE COMMONBOND EXPOSURE 6 -SM" 1 " 7-1/2`+- 7-&8`117-1 12`0�11111-77-11/2`�-1 " Figure 4. Heritage® & Heritages Premium 6 Nail Pattern TBP15001 A FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE] ERS. COMMON SOND T 6-1f$RE 5 5f3" 1 " �7A /2+7-1/2'+7-3/8 +-1/2 7-112 Figure 6. Heritage® Woodgate 6 Nail Pattern E3 Common Bond 7 = 39-318" Figure 6. Heritage@, Heritage® Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAI NT LINEk- Ik 7-718" ZONE 6-118" } 1 'A— IFJ--EDGE OF COMMON BONG EXPOSURE 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 mail 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. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V,,it): (Frederick) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ)i Underlayment: Min_ slope: Installation (HVHZ): lnsta[lation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in_ plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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. Instailed 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 Mail Pattern" detailed below. NAIL ZONE/ COMMON BOND 51/2111 f(POSURE 5" 1211 ��js�� �-1n Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE/ COMMON BOND FP SURE'1 11 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001 A 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. SCREEK TECHNICAL SERVICES, LLC Heritage® Woodgate (Frederick) Basic Wind Speed (Vot): Basic Wind Speed (Vasu) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ) RS TAMK0 BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements;. Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Mattern" or "6 Nail Pattern" detailed below. F T EXPOSURE 5° NAIL ZONE.j `GOMMON BOND 11 }x 12-3/81' 11" -� k„ 1„ Figure 70. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NA IL Z ON E! COMMON BOND NERS t T 1l2" EXPOSURE 5" 1"-- 9-1124 9�3!$ �43" i- 9-112" _ �_v Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TSP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3_ The manufacturer shall notify CREFK 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. NCREEK TECHNICAL SERVICES. LLC Heritage@ Vintage? Basic Wind Speed (V,,,,): (Phillipsburg) Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements, Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FSC requirements, Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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. 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. Figure 12. HeritageQ VintageO 5 Nail Pattern (non-HVHZ only) x po5ure retch Figure 13. HerltageO Vintage° 6 Dail Pattern TBP15001.4 FE -18355-R4 Page 8 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 TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V„ l,): (Frederick & Joplin) Basic Wind Speed (VaSd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements,- Solidly equirements;Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. ©SB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. 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 - i l 11 Start Figure I here 5-1/8" exposure lip Als Fastener Fastener Figure 2. 1/4" Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC VintageC3 Hip & Ridge Basic Wind Speed (Vuit): (Phillipsburg) Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max 194 mph Max. 1501 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction, Min. 7116 in. OSB existing construction_ In accordance with FBG requirements. 2:12 and in accordance with FBG requirements. 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 l Start here S" exposure Figure 1 1" Fastener Figure 2 1„ �sr Fastener 1/411 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 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: 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 S & 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 'ItitlIlilt," No 74021 �33 ' SPATE OF ' 4, CERTIFICATION OF INDEPENDENCE 20 17.09.25 %lam 11:31:41 �.1�gYmy.Afvq ,+ —04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK 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_ Florida Building Code Online Page 1 of 2 Business a Professional `a.p aill.n =m BCFS Home Log In User Registration Not Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search E* # Product Approval USER: Public User Product Acvmval Menu > Pmduct or A& catipn Search > Aualiration List > Application detail FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Zachary R. Priest Archived 2016 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Quality Assurance Contract Expiration Date Joplin, MO 64802 Validated By (417) 624-6644 Ext 230S kerri—eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Sox 1404 Joplin, MO 64602 (417) 624-6644 Ext 2305 kern eden@tamko.com Quality Assurance Representative Add rens/Phone/Em ai I Category Roofing Subcategory Asphalt Shingles Compiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ;-valuoGDn Report - Hardcopy Received F$orida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2016 Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 4 Validation Checklist - Hardcopy Received Certificate of Independence FLt 8355 R4 COI TBP15001 4 2017 FBC Fval Report Shingles final.odF Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Euuiv UL letter For standards for FSC 2017.udf Sections from the Code https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQiwtDquvosrHazGXQ... 1/33/2018 Florida Building Code +Online Product Approval Method Method 1 Caption D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FOC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products rage /_ o1 FL # Model, Number or Name Description 1835S.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 Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: N/A Other: See evaluation report for limits of use. Installation Instructions F1.18355 R4 II TBP15001 4 2017 FBC Eva] Report Shingles final.Ddf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL1835S R4 AE I SP15001.4_2017 FBC Evai Report Shinole5 flnah df Created by Independent Third Party: Yes Back ttex Contact Us :: 2601 Blair stone Road. TPPOl2isee FL 32399 Phone: 50-487-1824 the State of Florida is an AA/EEO employer. C nvrfght 20D.7-2013 State of F€orida.:: Privacy Statement :: AecessibiivN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the limnsee. However emai$ addresses are public recurd. 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 45S, FS., please click hgrg. Product Approval Accepts: U32M Credit Card Safe https:liww .floridabuilding.org/pr/pr_app_dtl-aspx?param—v�,GEVXQwtDquvosrHazGXQ... 1/3/2018 f r Certlfrcate of authorization CREEK17520 in rgh Dr Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLQ. (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 4"' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas. TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Ent! 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 Constriction Materials Technologies (TST5878) TAP -317-02-01 TAS Inn 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) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)ei UL LLC (TST9628) 47B7043752 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 other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVIcEs, LLC PRODUCT DESCRIPTION Elite Glass- eal® 12-1/4'x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" 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 0 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 39-318°, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frededck, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1f4" 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 reinforced, (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 minera4 granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462_ Shingles shall be used in the non-HVHZ only. 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 A 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 CREFK 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 TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Sear Basic Wind Speed (Vii): (Frederick, Joplin & Basic Wind Speed (Vag): Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Mailing Area Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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. In accordance with FBC requirements; Solidly sheathed min. 15/32 in_ plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12.. 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. Installed with 5 -118 -inch exposure in accordance with FBG requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or T Nail Pattern' detailed below. MAILS 7 T Butt Edge Figure 1. Elite Glass -Seal & Glass -Seat 4 Nail Pattern (Non-HVHZ only) NAILS /8" 5-118" Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -W811 5-1/8" TBP15001A FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (Vvis): (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd) Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Nan-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) MIDI TAMKO BUILDING PRODUCTS Asphalt Shingles Max_ 194 mph Max_ 150 mph In accordance with FBG requirements: Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction_ In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 212 and in accordance with FBC requirements. Refer to the manufacturer's applications instructions when installing shingles at slopes greater than 21:12. 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. Installed with 5-518 in, exposure in accordance with FBC requirements and manufacturer's published installatior instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTEN ERSNAIL ZON E �:COMMON BOND EXPOSURE 6-618" 1 " f 12-112" 12-318" --► 12-1 /2`� I _i 11 Figure 3. Heritage®, Heritage@ Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) A NAIL ZONE COMMON BOND IE a-516" 1 °� �-7-1��'=�t- 7-i /2" �t 7�8"�-7-i l2"� i -'1 /2"a►j �1 " Figure 4. Heritage@ & Heritage® Premium 6 Nail Pattern T BP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.. �� � � TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES! LLC NAIL ZONE/ FASTENERS- COMMON BOND t 6-1/8" Ei(P05URE 5 5/8" IL- �7-112 +7-112'47-3{8+-1f2+-1129 - V. Figure 6. HeritageCG Woodgate 6 Nail Pattern ED Common Bond 39-318" Figure 6. Heritaget, Heritage(D Premium, & Heritage® Woodgate Alternate 6 Nail Pattern PAINT LINE-.- 7-7f8° ' ` _— - -- - -- -- - --- -- -- - - NAI LO N E SEDGE OF 6-1l8" +i COMMON 1 i BOND EXPOSURE 5-6f8" ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF ----____-_ ----___-- COMMON BOND PREFERRED FASTE N E R 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 A FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRLLK 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 TECHNICAL SERVICES. LLC Heritage® Premium Basic Wind Speed (V It): (Frederick) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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. 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. MAIL ZONE/ COMMON BOND 5112'E JEXPOSURE 5" 1" ��''1� 11 "-►� 1 II Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL LUNEf FASTENERS COMMON BOND 551/2° EXPOSURE 5" Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TB P15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SFERViCEs. LLC Heritage@ Woodgate Basic Wind Speed (%,t): (Frederick) Basic Wind Speed (Vasa): Deck (Non-HVHZ): Underiayment: Min. slope: Installation (Non-HVHZ) FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max_ 194 mph Max, 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7115 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Mail Pattern" or"6 Nail Pattern" detailed below. �T EXPOSURE V 1' 11" 12-3/8" 11" Figure 10. HeritageO Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! COMMON BOND ILZONV MMON BOND ERS f � 5.112 EXPOSURE 5" Figure 11. Heritage@ Woodgate (Frederick) 6 Dail Pattern TSP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVIGEs, LLC Heritage@ Vintage@ Basic Wind Speed (V 1t)- c,Phillipsburg) Basic Wind Speed (Vasd)I Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TAIVIKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in- plywood or wood plank for new construction Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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. 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. ar1 Y ugemmS �NGC�ai_ T.ter a�-A�BS -1 -7 Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) rxpo5We - Notch Figure 13. Heritageg Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Flonda product approval under Rule 61620-3. 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. ' K 21 TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V °): (Frederick & Joplin) Basic Wind Speed (Vag) Deck (HVHZ): Deck (Mon-HVHZ); Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max_ 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. 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. DirectiO0n of prevailing wind start 5-1/8" exposure here— I II Figure 1 SMS Fastener Faste y Figure 2 4" Figure 3 11 Figure 14. Hip & Ridge (Frederick & Joplin) TSPI5001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Vintage,RD Hip & Ridge Basic Wind Speed (Vit): (Phillipsburg) Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements„ Soiidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with I=BC requirements. 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. Directiofn of prevailing wind Figure i Fastener Figure 2 rlgure a Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shalt be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 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, 6rh Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer, +1�ItO 111111,$1, G E N 2017.09.25 No 74021 11:31:41 � • , � _ .�. � .� ' .J •yaakhae,..yx •,.., —04[0OI ��•• STATE OF o '•. ' tv �` "• P� Q P•••�`` : ``,�'rs�iONA Zachary R. Priest, P.E. Florida Registration 1 titi'�``• OrganizationNo.ANE11669 11[II CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P -E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.