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HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online 9CI5 Home Log In User Registration °i-'^rlfi8 r4 F Approval �~ USER: ER: PuW Public User Page 1 of 2 r Hot Topics Submit surcharge Stats & Facts PubliallonS . FEIC Staff : 13CIS Site Map Links Search F. uL� Approval Menu > rrod= or Application Search > Aoolic don 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 Lyon Drive Fernley, NV 89408 (570)384-1230 Fxt242 jakins@polyglass.com Authorized Signature James Akins ja kins@polyglass, cum Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAIpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Underl ayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Flerida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PF Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL 2 9 R27 COI 2017 01 COI Nieminen.odf 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.floridahuiiding.org/prlpr app_4tt.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval) Date Approved Summar of Products UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 Page 2 of 2 2012 F L # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments U nd erlaymen is Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R27 I1 2n17 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259 R27.ndf Impact Resistant: N/A Design Pressure: +N/A/ -6225 Other: 1.) The design pressure in this application relates to one particular underlayment system (over concrete Verified By: Robert Nlemmen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5259 R27 AE 2017 09 FINAL ER POLYt,LA55 URfDERLAYN3ENT� FL5259 R27.0d deck) for use under foam -on tile systems (where the underlayment forms part of Created by Independent Third Party: Yes the load -path). Refer to ER Section 5.6.4 for ether systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Sack Ne><i C nta ;; 2Q2 131air Tallahassee Fl. 32399 Pine' 8550-487-+824 i he State of Florida is an ANEEO employer. aPYright 2007-20 f Florida. :: Priva Statement :: AccqSSiDility 5ffiCement Refund Statemenr ilnder 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 try phone or by traditional mail. If you have any questions, please contact 850.487.1355. -Pur ant to Section 455.275(1), Florida Statutes, effective October 1, 2012, IiCensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.. The emaiis provided may be used for official communication with the 110en3ee. 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 avaitabie to the public_ To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app dti-aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3I2018 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 P12060.02.09-1123 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" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I FRD 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: `«1tis:tiute,,. Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, 4 Florida Registration 1V0. 59166, Florida DCA AIVE1983j,,,,i: P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: I. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 7. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing ,products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYERD ROOFING COMPONENT EVALUATION: I. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass LISA, Inc., have demonstrated compliance with the fallowing sections of the S'° Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section PropertV Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504,3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507-3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5-2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES:. f2tv 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 PRE (TST 5878) Physical Propert4es PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2002 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX2OH7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200-07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03-08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09 -R1 11/30/2009 FRD (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 1?33370.03.11 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 nfAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Pofyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 TRINITY ER® Entbt 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-Rl 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 5049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 5020.09.14-6 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-SC13040.12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD (TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC -ES (EVL 2396) iBC Compliance ESR -1.697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA96251 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, APF 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, LLC. Evaluation Report P12060.02.09 -R23 Certificate ofAuthonzation #9503 6" EUITiOM (2017) FRC NUN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 3 of 14 TRINITY ERIC 4.2.4 Polystick TU P is a nominal 130 -mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60 -mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual 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 Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRJ 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, 5135 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 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, RPP 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/TR1 April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity{ ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC_ Evaluation Report P12060.02.09 -R23 Certificote ofAuthorization #9503 fi " EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 4 of 14 l�l� i�I" ERQ 5.5 Allowable Roof Covers: 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations - TABLE 1A: ALLOWABLE TILE ADHESIVE I UNDERLAYMENT COMBINA1IONS1 TABLE 1: ROOF COVER OPTIONS Florida Product Underlayments i Underlayment Asphalt Shingles Nail -On Tike Foam -On Tile Metal Wood Shakes &Shingles Slate Eiastobase Yes Yes (Base Sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) Yes Yes Yes Elastobase P Yes Yes (Base Sheet in 2 -Ply system) Yes (Base Sheet in 2 -ply system} Yes Yes Yes Polyglass G2 Base No es (Base Sheet in 2-plY system) (Base Sheet ine2-ply system) NO No No Polyglass APP Base No Yes (Base Sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick 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 fSee 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU -X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastaflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Yes Yes Yes (See 55.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations - TABLE 1A: ALLOWABLE TILE ADHESIVE I UNDERLAYMENT COMBINA1IONS1 Adhesive Florida Product Underlayments Approval DAP Foam Touch in Seal StormBond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow TiieBond'" I 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 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick. TU Pius, Polystick TU Max, Polystick Tile Pro, ICP Adhesives PolysetO RTA -1 FL6276 Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polyglass Polyl-ok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max S .Refer to Tile Manufacturefs or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate ofAuthod2atlonit9503 6'' EDITION (2017) FBC NON-HVH2 EVALUATION FI.5259-1127 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 5 of 14 TR'1f 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 piywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow fine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: r 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: A5TM 012$9, Type Il, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: r Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: y- 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 Lamer: 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 l or IE felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: t 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: 'r` Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base_ For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRl April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Autharizatian #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5255-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 TRINITY ERD S_6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance leased 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 I=BC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -90psf: Deck: Main. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #2 Maximum Design Pressure = -97.5 psf: Deck: Min 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o_c. #3 Maximum Design Pressure = -105 psi_ Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Primer: WB -3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga_, 1-5/8" diameter tin caps spaced 12 -inch o,c. #4 Maximum Design Pressure = -1.35 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. flinch wide strips of Elastoflex SA -V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Poiyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TO 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: PG 100 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 =-30.0psf*: 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 - #8 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report P12060.02_09 -R23 Certificate ofAoftrization 99503 6„ EDITION (2017) FGC NON-HVHZ EVACUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 7 of 14 TRIN11YERD ##9 Maximum Design Pressure = -37.5 sf*- fleck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 12 -inch o.c- at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 _Maximum Design Pressure = -45 psf*: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction - Base Sheet: One (1) layer ASTM 0226, Type ll 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 plywoodto meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type 11 felt Fasteners: 11 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing. 9 -inch o.c. at the 2 -inch wide side laps and 9 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyfiex 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 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: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c- at the 2 -inch wide side laps and 18 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. ##13 Maximum Design Pressure= -52.5 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly-fi€m surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. atthe 2 -inch wide side laps and 12 -inch o.c. attwo (2) equally spaced staggered center rows. Underlayment: E€astoflex G TU or Elastoflex 56 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 raws- Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Poiyflex SAP, Polyffex 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 Fails 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. 916 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 of authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments, (570) 384-1230 Revision 23:09/1412017 Page 8 of 14 TRINITY: ERS #17 Maximum Design Pressure = -60 psf: Reck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure= -67,5 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: 12 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at l -5/8 -inch diameter tin caps Spacing: 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 - Fasteners applied. #19 Maximum Design Pressure =-75 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10 -inch o.c. atthe 4 -inch wide side laps and 10 -inch o_c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Poly -flex G, torch - applied. #20 Maximum Design Pressure =-90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap} Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure = -90 psf: Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #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 a.c. at three [3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 flinch 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 Polyf€ex G, torch - applied. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9543 66r" EDMON f2017) FBC NDN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (5701384-1230 Revision 23:09/14/2017 Page 9 of 14 #24 Maximum Design Pressure = -97,5 psP 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 f4) 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 (> R), self-adhered. #25 Maximum Design Pressure =-105 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: 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 asphait 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 CMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. atfive (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=-124psf; Deck: Min_ 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-Inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A_ Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180 -days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA. APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex 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. Fvaluation Report P12060.02.D9-R23 Certificate ofao[horizotion#9503 5'�EDITION (2017) FBC NON-HVHZ EVALUATION F15259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 10 of 14 TRINITY ERD 5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-1211: 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 D226, Type 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System' from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, U.C. Evaluation Report P12060.02.09 -R23 Certificate ofAuth6r4ation#95D3 6" EDMON {2017) FBC NGN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-7.234 Revision 23:09114/2017 Page 11 of 14 TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10 -tile stack 7:12 Lugged 8 -tile stack (6 over 2) 6:12 Elastoflex S6 G or 56 G FR Flat or Lugged 6 -tile stack (4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro I 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 D226, Type 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System' from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, U.C. Evaluation Report P12060.02.09 -R23 Certificate ofAuth6r4ation#95D3 6" EDMON {2017) FBC NGN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-7.234 Revision 23:09114/2017 Page 11 of 14 TRINITY s D 6.4 Polystick MTS, IR -Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU -X or Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APR Cap Sheet (FR): 0.'4. _t mall De instaileo in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule - Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1 -inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o_c. Polystick TU Pius should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of 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 Polyplus 5o 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 roiled 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 forPolystick Dual Pro JR -Xe orPolystick 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 llnderla ment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tale 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 undedayment system is desired. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 CertificateafAuthorizotion #9503 6'" EDITION {21317) FBG NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 3W1230 Revision 23: 09/14/2017 Page 12 of 14 9 i MR 6.s Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TR1 April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened 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 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 the roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 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. 567 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, LLC. Evaluation Report 1`120613.02.09-1123 CertfjicateofA.uthonzatlon #9503 6' EDITION (20171 FBC NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 3841230 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. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product s Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Poiystick MU -X Hazleton, PA M -D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR -Xe ASTM D1970 &TAS 103 Polystick TU Plus ASTM D1970 & TAS 103 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type [I Po€yglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base TA5103 Polystick MTS ASTM D1970 & TAS 103 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex 56, Elastoflex 56 G FR ASTM D6222 I Poly-Pex G, Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09 -R23 Certilicote ofAtithorization #9503 6' EDITION (2017) FBC NOM-HVHZ. EVALUATION FL5259-R27 Polyglass Roof Underlaymentsl (570) 384-1230 Revisson 23: 09%14/2017 Page 14 of 14 Florida Building Code Online Page l of 2 Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 09408 (570) 304-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Aipert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, Ft 33442 (912)429-0610 MAI pe rt@ polyglass. co m Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1230 ALerider@polyglass.com Category Roofing Subcategory Underiayments 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 Niernmen the Evaluation Report 2015 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE FRSA/TRI April 2012 2i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R27 COI 2017 01 COI Nleminen.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/prlprr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sumar my of Products f � UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 Mage 2 of 2 2012 FL # Model, Number or description Name 5259.1 Polyglass Roof Roofing underlayments UndeNayments Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZf Yes FL52S9 R27 II 2017 Q9 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R2_ 7TDdf Impact Resistant: NAA Verified By: Robert Nieminen 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 FLS 59 R27 AE 2017 09 FINAL ER POLY SS UND RLAYMENTS FL525a- R27.Ddf deck) for use under foam -on the 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. 2.) Refer to ER Section 5 for other limits of use, Bads Next Can - :: 2691 Blair Slone Road, Tallahassee FL 32399 Ph�_$50-487-1624 The State of Florida is an AAJEW employer. copyright 2007-2013 State of Florida :: Privacy 5 mens :: AecessihIF Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released m response to a public-remrds 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 tte Department with an email address if they have one. The emails provided may be used hor ufPcial communication with the liconsee. However email addresses are public remrd. 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: k W ��_Z� E Credit Card Safe https:llw-ww.floridabuilding.orglprlpr_app dtl,aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2019 . F Firm 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 0 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall he in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I 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 "TrinityjERD 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. 59166, Florida DIA ANE1983ra;,;,;k 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( ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any campany 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 fallowing sections of the Sth Edition (2014) Florida Building Code through testing in accordance With the fallowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physicai Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2-9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TA5103 1995 TAS 110 Accelerated Weathering TAS 110 2000 REFERENCES: fnifty 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-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 58781 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) 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 P33370.04.11 044/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6" EDITION (2417) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 inti 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 041420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04126/2013 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 09/08/2414 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD {TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10.14 14/07/2014 ERD (TST 50491 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-SC8080.05.1S-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-SC13040.12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SCI1900A3.17 03/10/2017 ERD (TST 6449) 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 03101/2008 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, S8S modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Poiyglass 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 ASTIM D1970 and TAS 103. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Cer[.[cate of Authorizurion #9503 6" EDITION (2017) FBC NON -H VHZ EVALUATI ON FL5259-R27 Polyglass Roof Underlayments; (570} 384-1230 Revision 23: 09/14/2017 Page 3 of 14 TRINITY ERD 4.2.4 Polystick TU P is a nominal 130 -mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103, 4.2.5 Polystick TU Max is a nominal 60 -mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual 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 Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems. 4.3.2 Elastoflex S6 G and Elastoflex 56 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex 56 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems. Elastoflex 56 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl 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/TRl April 2012 (04-12) beneath mechanically fastened the roof systems. S. 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, LLC. Evaluation Report P12060.02.09 -R23 Certificate afAuthorization #9503 fir' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 5.5 Allowable Roof Covers: 5.5.1 "Foam -on Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE f UNDERLAYMENT COMBINATIONSt Adhesive TABLE 1: ROOF COVER OPTIONS Underlayments Approval Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase Yes Yes (Base Sheet int -ply system) Yes (Base Sheet in 2 -ply system) Yes Yes Yes Elastobase P Yes Yes (Base Sheet in 2 -ply sysremf Yes (ease Sheet in 2 -ply system) Yes Yes Yes Polyglass G2 Base No Yes (Base Sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) No No No Polygiass APP Base No Yes {Base Sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick 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 Palystick 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 Elastoflex S6 G Yes Yes Yes (See 5.5-1) No Yes Yes Elastoflex S6 G FR I Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5-1) No Yes Yes Mule -Hide SA -APP Cap Sheet or SA APP Cap Sheet (FR) Yes Yes Yes (See 5.5-1) No Yes Yes 5.5.1 "Foam -on Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE f UNDERLAYMENT COMBINATIONSt Adhesive Florida Product Underlayments Approval DAP Foam Touch 'n Seai StorMBond Roof FL14506 Polystick TU Plus, Polystick TU Max Tile Adhesive Dow TileSondr' 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 Adhes+ves PolysetO AH -160 FL6332 Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA -1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max Refer to The Monufocture�s or Adhesive ManufoctureK5 Fiorida ProductApprovo) for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1123 Certificate of Authorizo6on #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Raof 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: r New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing ,plywood or OSB sheathing should be cleaned of oil dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: > ASTM D41 primed structural concrete. 5.6.2 Band -to -insulation: Polystick fall variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: r ASTM 01289, Type Il, 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 Elastoflex 56 G FR in hot asphalt to: r Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: 9 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: o- ASTM D226, Type I or li felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: 'r ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to. Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate o}Authorizaticin #9503 67' EDITION (2617) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRl April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on 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 TO P, Polystick TU Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #2 Maximum Design Pressure = -97.5 psf: Deck: Min. 1.5/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Po[yflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o.c. #3 Maximum Design Pressure = -105 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB -3000 Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side taps 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 TO P, Polystick TU Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self adhered. #5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Underlayment: Polystick TO P, Polystick TU Plus, Polystick TO Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APR 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 TO 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. 15132 -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 TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered - #8 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center roues. Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificote of Authorizotiun ifRS03 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 TRINITY ERD #9 Maximum Design Pressure = -37.5psf*: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum_ Design Pressure = -45 psf*: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Base Sheet: One (1) layer ASTM 0226, Type it 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-adheredor Elastoflex G TU, applied in full mopping of hot asphalt, #11 Maximum Design Pressure= -45 osf*: Deck: Min_ 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers 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 5A -APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure =-45 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o_c. at the 2 -inch wide side laps and 18 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 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, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self - adhered -#i5 Maximum Design Pressure = -52.5psf: 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 -flim 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 O: 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, I.I.C. Evaluation Report P12060.02.09 -R23 Certificate ofauthoriaotian #3503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 #17 Maximum Design Pressure= -60 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction - Base Sheet; Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure=-67.5psf: 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 a.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 DO: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied Underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners spacing: 10 -inch o.c. at the 4 -inch wide side laps and 10 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #20 Maximum Design Pressure = -90 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 -frim 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 =-90psf: 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 far 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 flinch wide side laps and 5 -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. 422 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Ease Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast 414 HD with Trufast 3" Metal Insulation Plates Spacing: 5 -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. 423 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with 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, LCC. Evaluation Report P12060.02.09 -R23 Certiffcote afAutharizatian 49S03 6" EDITION [20171 FBC NON-HVH2 EVALUATION FL57S9-R27 Polyglass Roof Underlayments; (570) 354-1230 Revision 23:09/1412017 Page 9 of 14 1 RIND i E ER.D #24 Maximum Design Pressure = -97.5 Psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -518 -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 MARX 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure = -120 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase (sanded top surface) Fasteners: Trufast #12 DP arTrufast i#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 56 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRi April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117_ Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180 -days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex 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 I. of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, LLC. Evaluation Report P12060.02,09 -R23 Certificate o/Authoriratioa #9503 6' EDITION (2017) FEC NON-HVHZ EVALUA T ION FL5259-R27 Polyglass Roof Underlayrnents, (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 TRINITY iERD 5.9 Tile Slippage Limitations TAS 103 er FRSA RI A ril 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 D226, Type Il underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1, 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Aathorizotion##9503 67" £DfTION {2017) F6C NON-HVHZ EV,CLUATIO I 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 INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10 -tile stack 7.12 Lugged 8 -tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6 -tile stack (4 over 2) 4:12 Polystick MFS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6 -tile stack (4 over 2) 7:12 Flat 6 -tile stack (4 over 2) or 10 -tile stack 7:12 Polystick TU Max Lugged 6 -tile stack (4 over 2) 7:12 Lugged 10 -tile stack 6:12 Polystick TU P Flat 6 -tile stack (4 over 2) 6:12 Lugged 6 -tile stack (4 over 2) 4:12 Palystick TU Plus Flat or Lugged 6 -tile stack (4 over 2) 7:12 Flat or Lugged 10 -tile stack 6:12 Polyflex G or G FR Flat or Lugged 6 -tile stack (4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6 -tile stack (4 over 2) 4:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base:. 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type Il underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1, 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Aathorizotion##9503 67" £DfTION {2017) F6C NON-HVHZ EV,CLUATIO I FL5259-R27 Polyglass Roof Underlayments; (576) 384-1230 Revision 23:09/14/2017 Page 11 of 14 6.4 6.4.1 6.4.2 TRINITY ERD 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 Simplex -type metal cap nail, at a minimum rate of 12" oec. 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 -mailed. 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 Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus SO 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 1R -Xe or Polystick MU -X)• Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened 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 Z 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 Report ?12060.02-09-R23 Certificate of Authorization #9503 6" ED[TION {2017) F8C NON-HV142 EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 12 of 14 TRINITY LRD 6.5 Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex 56 G 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 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 S5 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6.6 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 tile roof systems (Base Sheet Limited per 5.6,3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, offset minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. 6_7 Tile Staging - 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile s€iding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, U.C. Evaluation Report P12050.02.09 -R23 Certificate of Authorization #5503 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underiayments; (570) 384-1239 Revision 23:09/14/2017 Page 13 of 14 TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS; Contact the noted QA agency for information on product locations covered for F.A.C. 6IG20-3 QA requirements. The following plants have qualified products under their respective physical properties sDecifications- 9 �vr-v v.i � i +'Z.sau RYilY�.0 LIY I I I I. UL, LLC —QUA9625;; (314) 5783406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P12060 -02.09-R23 [ertifitate ofAuthorizotion #9503 67' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayment3; (570) 384-1230 Revision 23: 09/14/2017 Page 14 of 14 Florida Building Cade Online Page 1 of 2 Technical Representative Kerri Eden Address/Phone/Email PO Sox 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 - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2015 Flonda License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By �-- SIB I�• v m _. SCIS Home Log in User Registration Hot Topics Submit Surcharge Stats & Faces Publications FBC Staff 9015 Site Map Unks Search b' € .a Product Approval USER: Public User Procto-[ Aaurova! Menu > Product er Application Search > AooliCatim 15t r Application Detail FL # FL18355-R4 as Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 3oplin, MJ 64802 (417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kerr! Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Sox 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 - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2015 Flonda License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden v Validation Checklist - Hardcopy Received certificate of Independence FLi 8355 RA COI TBP15001 a 2017 FBC Eval Report 5hinoles Cmal.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2015 ASTM D 3462 2010. ASTMD 0 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Euuiv UL letter for standards for FSC 2017.pdf Sections from the Code https://www.floridabuilding.orglprlpr app_dtl.aspx?parani=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building Code Online Product Approval Method Method 1 Option 1) Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Hentage Premium, Heritage Vdoodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL18355 R4 II TBP15001 4 2017 FBC Eval Report Shingles final.odf 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 for limits of use. Evaluation Reports FL16355 R4 AE TBP15001.4 2017 FBC Eval Report �hirtgles final.Ddf Created by Independent Third Party: Yes Contact -U5 :: 2501 8iair Stone Road Tallahassee FL 32344 Phone: 8 0-487- 8 4 Tice State of Florida is an A)VM employer. CoOvriaht 2007-2013 State of Florida. z: Privacy Statement :: n biii 5 ment :: 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 Vmity. 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, effeCbve 01 tuber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emails provided may be used for official mmmunication with the 1vicensee. However email addresses are public mcord. If you do not wish to supply a personal address, please provide the Depar#mant 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 Blick here . Product Approval Accepts: ® ¢ W Credit Card Safe t>tsps:llwww.flo;sidabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6"" EDITION (2417) Manufacturer: TAMKO BUILDING PRODUCTS issued September 25, 2017 220 West 4"Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind 'Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRS Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24266 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03899 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) I OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM{ D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHid1CAL SERVICES, I...LC PRODUCT DESCRIPTION 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 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage© 13-114" x 39-318", 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 39-338", 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(H) Vintage@ 17-132" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, Heritage@) Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 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 FL16355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61(3320-3. 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. SER'VICEs, LLC INSTALLATION Elite Glass -Seat@ (Frederick, Joplin & Tuscaloosa) Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Nailing Area Nailir Area Basic Wind Speed (Vint): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Nan-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 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 (Vail Pattern (Non-HVHZ only) NAILS ------ —....... -_....... � -- _ __-_------- -------- ------- I Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nall Pattern -718" 5-118" 6-718" 5-118" TBP15001.4 FL16355-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@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage@ Woodgate (Dallas & Frederick) Basic Wind Speed (Vint): Max. 194 mph Basic Wind Speed (V.d): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt shingles Deck (HVHZ): In accordance with FBC requirements: Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21.12. Installation (HVHZ): Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ)- Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. FASTENERS NAIL ZON E COMMON BOND EXPOSU RE 5-518" 12-1121' --►� 12-318" 12-112"--� �--1 11 Figure 3. Heritage@, Heritage& Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) C=i NAIL ZONE COMMON BOND 3E 5-5/8" 1 ' i�f -�1� -112"- }� . 's"*f+- r -1 ��-► r -�t AFL ►l �-1 „ Figure 4. Heritage(D & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which fhis 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. CFE TECHNICAL SERVICES. LLC TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COMMON BOND EXPOSURE 5 518" 1:L� �7-1f2 +7-11 f2'47-3/8 +-112+-112Ai Figure 5- Heritage@ Woodgate 6 Nail Pattern 12-1/2"— C3 2-1 2"— --r FASTENERS 12-1/2" `r 7 Common Bond 39-318" 1 Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern PAINT LINE; 7-718" - - - - - - — - -- -- - - - ------------ INAI L ZON E ^� EDGE OF 8-1f8" COMMON BOND 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 nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evatuation 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 Herne"" Premium Basic Wind Speed (Vuat): (Frederick) Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min_ slope: Installation (HVHZ): installation (Non-HVHZ): HERS 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 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. NAIL ZONE/ COMMON BOND �EXPOSUREC 12" Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND IT J1 2n EXPOSURE 5° i Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61(320-3. 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 ether product attributes that are not specifically addressed herein. TAfv1KC3 BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (Vu,): Max. 194 mph (Frederick) Basic Wind Speed (Vasd): Max. 150 mph Deck (Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or °6 Nail Pattern' detailed below. NAIL ZONEI COMMON BONG! FASTENERS -F I T -1I " EXPOSURE Y IL1 y2-37 Otr JET 1.1'. `1! 1 �7f� 1 Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) MAIL ZON E1 COMMON BOND 'ASTENERS 5-112" 7EXPOSUREY Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instailation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC Heritage@) Vintage@ Basic Wind Speed (V„it): (Phillipsburg) Basic Wind Speed (Vaso) Deck (HVHZ): T 5" Deck (Non-HVHZ) Underlayment: Min. slope: installation (HVHZ): Installation (Nan-HVHZ) 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 FBC requirements.- Solidly equirements: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 u5 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 12. Heritage@ Vintage@ 6 Nail Pattern (non-HVHZ only) t posure W%cn Figure 13. Heritage@ Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 (Frederick & Joplin) Basic Wind Speed (Vu,): Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/le in. OSS existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturers 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— ., '� II Figure 1 Fastener r �5-5J8„ Figure 2 �} Fastener Figure 3 1/431 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 TF-cHNiCAL SERVICES, LLC Vintage0 Hip & Ridge Basic Wind Speed (VW,): (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; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min_ 15/32 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 FBC 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 - ire Figure 2 iStart here 5" exposure Figure 1 Fastener �I Fastener r `-5-1/2„ Figure 3 Figure 15. Vintage(3 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. i �, . TECHNICAL SERVICES, LL; LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. titt,Iis11r1r1 • --2017.09.25 I No 7402111:3 1:41 -04'00' •�H� -� STATE OF r'- '0.•. • �I R. P.E. •.L �P.=`=� -- �'s+ ••• R �.•' C?`.` Zachary Priest, Florida Registration No. 74021 //,,,ON A` ��,�' Organization No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technicat 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. Florida Building Code Online B05 Home Lay in User Registration d �' Product Approval t��'��'... USER:. Public user b'D r Page 1 of 2 a Hot Topics Submit Surcharge Stats & Facts Puhiimtions FBC Staff BCIS Site Map Links Search Product AouNyal &tenv > P duct or A Ii atl n arch Aoolication List > Application Detail FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 3oplin, MO 64802 (417) 624-6644 Ext 230S kern eden@tamko.com Authorized Signature Kerri Eden kerr—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 ]oplin, MO 64802 (417) 624-6644 Ext 2305 kerri--:eden@tarnko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2016 Florida License PE -74021 Quality Assurance Entity UL LLC Quaiity Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden J Validation Checklist - Hardcopy Received Certificate of Independence Fl 18355 R4 CCIt 7BP15001,4 2017 FB _Eval Report Shingles final. df 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 Fl8355 R4 EQuiv UL letter for standards for FBC 2017.�df Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl_aspx?param= GEVXQwtDquvosrHazGXQ... 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 12/12/2017 Summary of Products FL At Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge 5hingi Page 2 of 2 ASTM D 3462 asphalt shingles and hip and ridge shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLi8355 R4 II TBP15001 4 2017 FBC Eva[ Report Shingles Approved for use outside HVHZ: Yes final. dF Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001 4 2017 FBC Eval Report Shingles dnal�dF Created by Independent Third Party: Yes F. —.11 Nei Contact U5 := 26Q1 Blair ir�oad _ YalfahasseeFL 32394 Phone- 850-487-1824 The State of Florida Ls an AR/E£O employer. r ••r*ht 2007-2013 State of F!oritla.:: Privacy Statem n :: Ac ibili Sraeem nt :: Refund Statement Under Florida law, emaa addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send elect,,anic mai! to this entity. instead, contact the office by Phone or by traditional mail. If you have any questions, please wntact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective Cctnber 1, 3012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ernai!s provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which con be made available to the Public. To determine if you are a licensee under Chapter 455, F.S., please dick heir _. Product Approval Accepts: Credit•' Safe security -N11 --i MCS' https-llwww.floridabuilding.org/Pr/pr�_app__4daspx?param--wGEVXQwtDquvosrHazGXQ... 1/3/2018 Certificate of Authorization Na. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" E©I'noN (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 4" Street Joplin, MO 64841 (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 Corte Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1895 PRi Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02 01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (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) 1 OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 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. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles T'ECHNiCAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeaW 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with Fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingie 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, Pblilipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1/4" 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. Heritage® Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-318", ASTM D 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 12n, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t CREEK TECHNICAL SiERvicES, LLC INSTALLATION Elite Glass -Seale Basic Wind Speed (V,,,t): (Frederick, Joplin & Basic Wind Speed (VaA): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Nan- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Nailing Area Nailing Area TAMtKO 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. 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 FBC requirements and manufacturer's published installation instructions_ Shingles shall be attached using either "4 Nail Pattern or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Nan-HVHZ only) II`>r:1L� 718" 5-118" Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7/8u 5-118" 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_ TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES. LLC Heritage@ Basic Wind Speed (Vitt): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vasa): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage® Premium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction_ Phillipsburg & Tuscaloosa) Deck (Nan-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7116 in. OSB existing construction. (DWas & Frederick) Underlayment: In accordance with FBC requirements. Min. slope: 2.12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Instatled with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ) Installed with 5-5/8 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 Pattem" detailed below. 6-11811 FASTENERSj::,:,,,�NAIL ZONE GOMMON BOND EXPOSURE 5-6/8" 12-112"- 12-3/8" 12-112' Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) LA NAIL ZONE COMMON BOND IE 5-8,8" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COMMON BOND 6.118" 1 " �7-Y12+7-1 �T EXPOSURE 5 518" —J ± !2' 47-318 +7 -1 I2 +7 -1 l2 &� Figure 5. Heritage@ Woodgate 6 Nail Pattern D. Common Bond 0 Figure 6. Heritage@, Heritage@ Premium, &. Heritage@ Woodgate Alternate 6 Nail Pattern PAI NT LINE, -,'k 7-718" _---- NAIL ZONE ---------------------- -- moi►_ EDGE OF 6-118'" COMMON BOND EXPOSURE 5-5/811 ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -------____-- _ COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zonae as described above T$P15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida 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 speciica$ly addressed herein. REEK TECHNICAL SERVICES. l—I_C heritage@ Premium Basic Wind Speed (VtX (Frederick) Basic Wind Speed (Vard): 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. 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 FSC 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 manufacturers published installation instructions. Shingles shall be attached using either °4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONEJ SrL /COMMON BOND 51/211 Q(POSURE " 12"--l.�a--11 "�--i Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEf FASTENERS COMNMON BOND 5112, E SURE 5" g„--*�Sr, 9112" 14-1 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REEK TECHNICAL. SERVICES, LLC Heritage® Woodgate (Frederick) Basic Wind Speed (Vu,t): Basic Wind Speed (Vasd): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): 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. 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 FBC requirements and manufacturers published installation instructions_ Shingles shall be attached using either °4 Nail Pattern" or "6 Nail Pattern" detailed below. AIL ZONE1 OMMON BOND 5-1f2" FASTENERS v- IT EXPOSURE V' 1 1} 1r 12-3/8"— 11" -- k–r Figure 16. Heritage® Wood gate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON E1 COMMON BONG FASTENERS WTT 5•it2" EItPOSUFtE 5" 1"--1, �- 9-112" ' 9 18 3 9-112" —� i0l-1 Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shat) 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. s_ CREEK TECHNICAL SERVICES, LLC Heritage® Vintage@ Basic Wind Speed (Veit): (Phillipsburg) Basic Wind Speed (Va,,d): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: installation (HVHZ) Installation (Non-HVHZ): Fwtengs 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 ruin. 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. 17-112" 1_1"W� _17 i Figure 12, Heritage& Vintage® 5 Nail Pattern (non-HVHZ only) FXM,UK 11b%h Figure 13. Heritage@ Vintage° 6 Nail Pattern TBP15001 A FL18355-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. 11��� �� TAMK� BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC Hip & Ridge Basic Wind Speed (Vua): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (V w): Max_ 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction: Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Instailation: Installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Mart 5-118" exposure here-- MX\ Figure 1 1 „ Fastener Figure 2 :,- r.W axposure 1" Fastener Figure 3 114" Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 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 specificaily addressed herein. "CR EEK TECHNICAL SERVICEs, LLC VintageQ Hip & Ridge Basic Wind Speed (Vit): (Phillipsburg) Basic Wind Speed (V11d): 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. 19/32 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_ 7115 in. OSB existing construction. In accordance with FSC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Figure 1„ - Fastener Figure 2 t f , O y i���rntf �f `its; 1„ �i Fastener Figure 3 Figure 15. Vintage0 Nip & 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 impiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris, All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 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, e Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. rtrrrrrrr *,iyti�rrrR. PRS''-. 2017.09.25 .``1,G�RG E N• No 74021 =-11.31:41 -04'00 t� STATE OF •�� ' R. Priest, P.E. ✓'O0 R Zachary Florida Registration No. 74021 rrrr, ON P Organization No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 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.