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HomeMy WebLinkAboutNOA-SLIDING GLASS DOOR MiAMI-QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-670"Aluminum Sliding Glass Doors w/90"& 1351 corners-NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev D,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures(DP), glass types, Sill type for Positive DP limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets&Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA#19-1126.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. / NOA No.20-0429.07 MIAMI-DADE COUNTY I Expiration Date: April 07,2025 Approval Date: OCT 08,2020 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled"Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS l. REF Test report on 1)Uniform Static Air Pressure Test, per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94. 4)Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979,FTL-5980,FTL- 5994, FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed& sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11,#11-1018.17/#09-0826.13) 2. Reference Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 &marked-up drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08). C. CALCULATIONS (submitted under file#14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.07 Expiration Date: April 07,2025 Approval Date: October 08,2020 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file#14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'h Edition) and"No financial interest",prepared by PGT, signed& sealed by Lynn Miller, P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises# 15-1013.14,expiring April 07,2020. 2. Test proposal# 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5'h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A,B & C approved by BCCO. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (6t'Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5�b edition) & FBC 2017(6lb Edition) and letter of no financial interest,prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA#16-0629.03, expiring April 07,2020. 3. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. B. TESTS / 1. None. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.07 Expiration Date: April 07,2025 Approval Date: October 08,2020 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (submitted under file#17-0420.09) 1. None 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA# 17-0420.09, expiring April 07, 2025. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev D, titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71 Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and-16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. �r n Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.07 Expiration Date: April 07,2025 Approval Date: October 08,2020 E-3 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/18/20, prepared, signed& sealed by Lynn Miller, P. E. G. OTHER 1. This NOA revises NOA#19-1126.01, and updates to FBC2020 (7"Edition), expiring 04/07/25. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E, expiring 04/14/2 1 expiring 04/07/25. i S�G� 1• L�tnn.k Ishaq I.Chanda,P.E. 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Z D z 3 `m �� ' m 0 �7 0 ° z 1�� ;a ' ; to 0', ?m 0 m F o rm., m � n0 m'3_ 3 ° a m :3o f 2 O a m m O 3 OZ QZ O rD— > O- m3C1 rpm N CCCto rn v> <n cn cn [n p�, o = y rnr— mrrrnrrnaa ICmmrm In In o z> t QQQr _ r 0 Q. m ° n p O o 0 Z m n lz1.tim n ,`11111111f/ffT "3 00 n:r o 3 "'N' SCHk.f6 _m a ' G No.43409• July 14,2020 PRODUCT: Documents PnP—d )., 7HERMA-TRU Lyndon F. Schmidt 'I,- •� Or•' ;��� FIBERGLASS DOOR P.E. No. 43409 .��3/ ••' � � 2 T 14 20 UPDATE TO 7th EO 2020 F8C LFS PART OR ASSEMBLY: BUILDING CONSULTANTS , INC.. Ln to 1 T/}7 19 UPDATE TO 6th ED 9017 FBC JK BILL OF MATERIALS P.O. Box 230, Valrlco, FL 33595 ,- Cn NO DATE 8Y Phone No.: 813.659.9197 REV1510NS FBPE Re iet No. 9813 C4>2015 R.W.BUILD—CONS—TAN—INC. BCIS Home Lo In User Registration Hot Topics g g P Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search �+4 Product Approval opr =e USER:Public User Prod4_ct_ARnroval Menu>Product or Anolicatlon ar h>6RRlication u`t>Application Detail FL# FL17443-R2 Application Type Revision Code Version 2020 Application Status Pending FBC Approval Comments Archived Product Manufacturer J A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE,FL 34982 (772)466-4040 kylewhite228@aol.com Authorized Signature Kyle Taylor kylewhite228@aol.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 the Locke Bowden Evaluation Report Florida License PE-49704 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date O1/23/2023 Validated By Diane Marotta,P.E. Validation Checklist-Hardcopy Received Certiflcate of Independence FL17443 R2 COI F117443 R2 J A Taylor FBC Code val R port with Details-sss.� Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/03/2020 Date Validated 12/13/2020 Date Pending FBC Approval 01/06/2021 summary of Products FL Model,Number or Name Description v 17443.i 5 V Crimp 26GA 1/2"rib height over 15/32"APA plywood I Limits of Use i Installation Instructions Approved for use in HVHZ:No FL17443 R2 II FL17443 R2 3 A Taylor FBC Code Eva[Repot' Approved for use outside HVHZ:Yes with Detalls-sss.ad Impact Resistant: N/A I Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-129.25 Created by Independent Third Party:Yes Other:-129.25 @ 6"o.c. -69.25 @16"o.c. margin of safety 'Evaluation Reports 2:1 with 24"max.coverage Install per manufacturers detail. FL17443 R2 AE FL17443 R2 3 A Taylor FBC Code Eval Not for use In HVHZ. Report with Details-sss.p1 Created by Independent Third Party:Yes j 17443.2 VICTORIAN CRIMP SHINGLE 1 26GA 1/2"RIB-PANELS LOCK INTO PREVIOUS PANELS, OVER CDX/APA 15/32"PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL17443 -R2 II FL17443 R2 3 A Taylor FBC Code Eval Repo Approved for use outside HVHZ:Yes with Details-sss.pd Impact Resistant: N/A Verified By: Locke Bowden,P.E.49704 i Design Pressure: +N/A/-105 ! Created by Independent Third Party:Yes Other:-105PSF margin of safety 2:1, Install per Evaluation Reports manufacturer's details and in compliance with CURRENT FBC FL17443 R2 AE FL17443 R2 3 A Taylor FBC Code Eval not for use in HVHZ. ;Mp-ort with Details-sss.pdf Created by Independent Third Party:Yes Contra LA::2601 Blair Stone Road,Tallahassee FL 32399 Phone:$50.487-1824 The State of Florida is an AA/EEO employer.�,goyLipht 2007-2013 State of Florida.::Privacy StatemenC::Accessiblib Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.139S.*Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick DM. Product Approval Accepts: Credit Card Safe �lmogmk&ILIVEBM J A TAYLOR 302 Milton Dr. Drive Fort Pierce, FL 34962 (772)466-4040 Florida Product Approval#17443 Method:l-D Compliant with CURRENT Florida Building Code Compliant with Florida Product Approval Rule#61G20-3 Compliant Quality Assurance Program:PRI CONSTRUCTION MATERIALS TECHNOLOGY 5V Crimp thru fastened Yz" rib at each panel edge and 1 fastener in the center of the panel,24"net coverage,26GA A5TM A792,G-50,AZ55,.018,50ksi min.over min.15/32"thick CDX plywood deck. Corrosion Resistant fastener#9-15 HWH with sealing washers,metal to wood connections with fastener length to penetrate 5/16"thru substrate. Fasten along the crown of the rib in the center of panel and along the lap.First fastener to be within 3"of panel edges. Min.8Dx2"annular ring shank nails spaced 6"O.C.re-roofing,with less than 19/32" plywood(min.15/32"),this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall he compliant with Kurrent FBC Under-layment:See FBC Sec. 1507 "Design Pressure: Spacing: �- -69.25 PSF 16"O.C. j--129.25 PSF 6"O.C. 26GA ASTM A792,G-50,AZ55,.018,50ksi Victorian Crimp Shingle over 15/32"CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener#10 x 1"Zinc plated,MTW Pancake Head,installed at 2 per panel into lock seam. Panels applied with 12" exposure,adjacent shingles inserted into lock seam of previous shingle.Deck slope 2,12 or greater and shall be compliant with CURRENT Under-layment:See CURRENT F8C Under-layment Sec.1507 Table "*Design Pressure: -105 PSF "DESIGN PRESSURE UK-tWES-45AFETY MARGIN OF 2.1 TEST REPORTS Reference Data: Hurricane Test Laboratory(TST-1527) PRI Construction Materials Technologies(TST-5878) #0224-0501-06 TAS 125(UL 580-941) #FAE-023-02-01 UL 580-06/UL 1897-042 1. UL 580-94 teststandards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Under-layment to be compliance with Current Florida Building Code(FBC).see Charts Minimum slope to be compliant CURRENT Florida Building Code and per with Manufacturer's installation reference. 2. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-0 3. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 5. Support framing in compliance w/CURRENT FLORIDA BUil-DING CODE Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading. 6. This report does not imply warranty, installation,recommended product use outside of this report. Certificate of Independence: Locke Bowden,P.E.does not have,nor will acquire a Financial Interest in any company manuEacturing or distributing products under this evaluation. 0 Locke owden P.E.is not owned, , or controlled p ttt`trf►rrr operated by any com any, manufacturer or distributing products under report. �r o. 49704 • 5 V Crimp Fastener-#9-15 corrosion resistant w/sealing washers 24"coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with Current Florida Building Code, Section 1507 Perimeter fastening: To.c. Main Field fastening12"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel i MINIMUM 2 FASTENERS Fastener:#10 x 9" AT LOCK SEAM Zinc Plated MTW „. Pancake Head FIELD CUT 112 SHINGLE - -- TO CREATE STAGGERED i � PATTERN r.:•. W.. VICTORIAN CRIMP SHINGLES ! A-- VICTORIAN CRIMP SHINGLE-- Uj LOCK SEAM O n. ! w IIJ 9"EXPOSURE Mt IAMtI C7rA a r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.soy/economy J.A.Taylor Roofing,Inc. 302 Melton Drive Fort Pierce,FL 34982 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 5-V-Crimp 24 GA Steel(min) over'h" (min)plywood LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. ti NOA No.: 16-0224.08 MIAMMADE CouNTY Expiration Date: 03/24/21 Approval Date: 03/24/16 Page i of 5 ROOFING SYSTEM APPROVAL: Category: Roofing Sub-Category: Metal, Panels(Non-Structural) Material: Steel Deck Type: Wood Maximum DesiSn Pressure: -176 PSF TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 24 GA Steel L=varies TAS 110 24 GA(min.) Steel, galvanized or galvalume, 5-V-Crimp Metal W=20.5"-24" preformed metal panels,painted or unpainted. Roof Panel H= %2" Min. Thickness: 24 GA Min Yield Strength: 58 KSI Fasteners #10 HWH of sufficient TAS 110 Coated steel or stainless steel screw with length to penetrate through capped hex head bonded washer. sheathing a minimum of 3/,6" Trim Pieces L=varies TAS 110 Standard flashing and trim pieces. W=varies Manufactured for each panel width. Min.Thickness: 24 GA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date Architectural Testing, Inc. D9330.01450-18 TAS 100 10/13/14 D9330.02-450-18 TAS 125 10/13/14 Valspar 433X515 ASTM B 117 11/21/11 Valspar 433B173 ASTM D 4587,ASTM G 23 11/21/11 NOA No.: 16-0224.08 MIAMI•DADE COUNTY Expiration Date: 03/24/21 - Approval Date: 03/24/16 Page 2 of 5 APPROVED ASSEMBLIES: System A: 24 GA Steel 5-V-Crimp Metal Roof Panel— HORIZONTAL LAPS ARE PERMITTED Deck Type: Wood,Non-insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re-roofing 15/32" or greater plywood. Maximum Uplift Pressure: See Table A below. Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type 1I installed with a minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin- caps and 12 gauge 1 1/4' annular ring-shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll or any approved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "24 GA Steel 5-V-Crimp Metal Roof Panels" and accessories in compliance Accessories: with PAC Contractors Association's current published installation instructions and details. Flashing,penetrations,valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be fastened with corrosion resistant#10 HWH screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be installed parallel to the roof slope along the panel's overlapping ribs (fastening of the center rib is optional) at a maximum spacing as listed in Table A below. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressure -82.25 PSF -176 PSF Maximum Fastener Spacing 16" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.08 MIAMI•DADE C0- Expiration Date: 03/24/21 '�� ' ' Approval Date: 03/24/16 Page 3 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the Roofing Application Standard RAS 133. HORIZONTAL LAPS ARE PERMITTED 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. CMIAMI•DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model#RF6271 from PAC Contractors Association. NOA No.: 16-0224.08 MIAMI•DADE COUNTY Expiration Date: 03/24/21 �Fjumsynvj� Approval Date: 03/24/16 Page 4 of 5 PROFILE DRAWINGS STIFFENING RIBS AND/OR STRIATIONS ARE OPTIONAL 54-CRIMP GENERAL PANEL +! PANEL MATERIAL Steal&Aluminum MIN. PANEL THICKNESS 24ga&.032'Aluminun PANEL WIDTH 20.5'to 24.0"Coverage PANEL RIB HEIGHT 3/8"Minimum lU� (i s:nq 24.X 27.5'r d 3u.FAn. S6ikening Ribs&Panel Striations are Optional Fr:-,acsthotu:)L,,Fuscs.'a•_b ncrs FASTENER PATTERNS it thc ccnte ii�ara::{�tiwi�.l oz i r PANEL FASTENcRS: 90 -lax Heat?.'rar•Scree-s :! Neather Sealinj Obmham � its•. X ,�r 11 � PAU-CL A H' PAC CONTRACTORS END OF THIS ACCEPTANCE CbDADE C- NOA No.: 16-0224.08 • ' 1� Expiration Date: 03/24/21 Approval Date: 03/24/16 Page 5 of 5 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Polyglass USA, Inc. Evaluation Report P12060.02.09-R27 1111 West Newport Center Drive FL5259-R31 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1330 Revision 27:09/30/2020 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 71h Edition(2020)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 and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC,LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMO Ietc. 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 17. Prepared by: Robert J.M.Nieminen, P.E. •,?TF+"co�..g a" Florida Registration No.59166,Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 09/30/2020.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEW ETC,LLC 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 NEMO ETC, LLC 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. ®2019 NEMO ETC,LLC ONEMOletc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7t'Edition (2020) 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. • R• Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1/R905.1.1 Material standard ASTM D226 2009 1507.1.1,1507.2.4,1507.2.9.2/ Material standard ASTM D1970 2015 R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 1507.11.2/R905.11.2 Material standard ASTM D6164 2011 1507.11.2/R905.11.2 Material standard ASTM D6222 2011 1507.11.2/R905.11.2 Material standard ASTM D6509 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date Entity Examination Reference Date ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) TA5 103 PLYG-SC13035.08.17 10/31/2017 ERD(TST 6049) ASTM D1970 P5110.04.07-1 04/11/2007 FM(TST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 [CC-ES(EVL 2396) IBC Compliance ESR-1697 04/01/2019 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 M-D(CER 1592) HVHZ Compliance NOA 17-0614.22 07/06/2017 ERD(TST 6049) Tensile Adhesion P11030.11.09-1 11/30/2009 MTI(TST 2508) ASTM D4798 JX20H7A 04/01/2008 ERD(TST 6049) Wind Uplift P11030,11.09-2 11/30/2009 NEMO(TST 6049) ASTM D1970 4-PLYG-18-004.03.18 03/29/2018 ERD(TST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 NEMO(TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST 6049) ASTM 01970 P33360.06.10 06/25/2010 NEMO(TST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST 6049) TA5 103 P33370.03.11 03/02/2011 NEMO(TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 NEMO(TST 6049) ASTM D1970 4j-PLYG-I9-SSUDL-OO.A 09/10/2019 ERD(TST 6049) ASTM D1970 P37300.10.11 10/19/2011 NEMO(TST 6049) TAS 103 45-PLYG-18-004.10.19-G 10/08/2019 ERD(TST 6049) TAS 103 P40390.08.12-1 08/06/2012 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/08/2019 ERD(TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 NEMO(TST 6049) TA5 103 4j-PLYG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(TST 6049) TA5103 4S-PLYG-18-004.12.19-F 12/18/2019 ERD(TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO(TST 6049) TAS 103 4j-PLYG-I9-SSUDL-02.A 01/02/2020 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 NEMO(TST 6049) ASTM D1970 4S-PLYG-18-004.01.20.H 01/14/2020 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 NEMO(TST 6049) ASTM D1970 4S-PLYG-18-004.01.20.K 01/14/2020 ERD(TST 6049) ASTM D6164 P37590.03.13-3A 05/06/2013 NEMO(TST 6049) TAS 103 45-PLYG-18-004.01.20.A 01/16/2020 ERD(TST 6049) ASTM D6509 P37590.03.13-1-111 06/26/2013 NEMO(TST 6049) ASTM D6164 4S-PLYG-18-004.01.20.B 01/16/2020 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO(TST 6049) ASTM D6222 45-PLYG-18-002.12.19-K-R1 01/07/2020 ERD(TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TAS 103 PLYG-SC15855.05.20.A 05/29/2020 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-01 07/06/2020 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 NEMO(TST 6049) ASTM D6222 4q-PLYG-I9-SSMBB-05.A 07/23/2020 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 NEMO(TST 6049) ASTM 04798/D1623 4j-PLYG-I9-SSUDL-05.A 09/10/2020 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 NEMO(TST 6049) ASTM D1970 4j-PLYG-20-SSUDL-05.A 09/30/2020 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 NEMO(TST6049) TAS 103 4j-PLYG-20-SSUDL-05.0 09/30/2020 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-11 09/30/2020 NEMO ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 2 of 17 ONEMOletc. inilty Examination Reference Date Entitv Examination Reference Date ERD(TST 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 PRI(TST 5878) Tensile Adhesion PRI01111 04/08/2002 ERD(TST 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 PRI(TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) Tensile adhesion P40390.04.15 04/03/2015 PRI(TST 5878) TAS 103 PUSA-035-02-01 D9/29/2006 ERD(TST 6049) TAS 103 P44360.10.14-111 05/18/2015 FRI(TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 PRI(TST 5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) ASTM D1970 PLYG-SC10130.06.16-1 06/27/2016 PRI(TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) Tensile adhesion PLYG-SC10130.06.16-2 06/27/2016 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 ERD(TST 6049) TA5103 PLYG-SC10130.06.16-3 06/27/2016 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 ERD(TST 6049) ASTM D1970/D4798 PLYG-SC8080.07.16 07/16/2016 UL(QUA9625) Quality Control Service Confirmation(FL) 09/13/2018 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 UL(QUA9625) Quality Control Service Confirmation(TX) 11/07/2019 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 UL(QUA9625) Quality Control Florida BCIS Current 4. •••• DESCRIPTION: Product Material Standard Plant(s) Description 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet 4.3 Elastoflex S6 G ASTM D6164 FL, PA Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI 09-18 4.4 Elastoflex S6 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI 09-18 4.5 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.6 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt FRSA/TRI 09-18 waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.7 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI09-18 4.8 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FR) FRSA/TRI 09-18 4.9 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI 09-18 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition beneath mechanically fastened or adhered tile roof systems 4.10 Polyflex G FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI 09-18 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition beneath mechanically fastened tile roof systems 4.11 Polyflex SA P ASTM D6222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI 09-18 4.12 Polyflex SA P FR ASTM D6222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI09-18 4.13 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.14 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet NEMO ETC,I.I.C. Evaluation Report P12060.02.09•R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 3 of 17 ONEmoletc. 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description 4.15 Polystick IR-Xe ASTM D1970 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.16 Polystick MTS Plus ASTM D1970 FL, NV, Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 PA,TX membrane,glass fiber reinforced,surfaced with polyolefinic film surface 4.17 Polystick MU-X ASTM D19701 FL, NV,PA Nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.18 Polystick TU Max ASTM D1970 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane with a 190 g/m2 polyester fabric surface 4.19 Polystick TU P FRSA/TRI 09-18 FL, PA,TX Nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,with a granular surface 4.20 Polystick TU Plus ASTM D1970 FL, PA,TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane,glass fiber reinforced,with a polyester fabric surface 4.21 Polystick XFR ASTM D1970 NV,TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane,glass fiber reinforced,surfaced with a textured film surface S. LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami-Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 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. I Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM 0226 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. NEMO ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 4 of 17 ONEMOjetc. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Clay and Concrete Tile Slate or Asphalt Metal Wood Underlayment Shingles (1507.3) Slate-Type Mechanical Adhesive- Panels Shingles Shingles Shingles (1507.2) Attach Set Shakes(1507.9) (1507.4) (iso7s) (isoz7) (iso7s) Yes Yes Yes Yes Yes Yes Yes Yes Elastobase (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to (Alternate to D226, (Alternate to 0226, D226,Type II) See 5.8.3) See 5.8.3) D226,Type II) D226,Type II) D226,Type II) Type II) Type II) Yes Yes Yes Yes Yes Yes Yes Yes Elastobase P (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to (Alternate to D226, (Alternate to D226, D226,Type II) See 5.8.3) See 5.8.3) D226,Type II) 0226,Type II) D226,Type II) Type II) Type II) Yes Yes Polyglass Base No (as Base sheet, (as Base Sheet, No No No No No See 5.8.3) See 5.8.3) Yes Yes Polyglass G2 Base No (as Base Sheet, (as Base Sheet, No No No No No See 5.8.3) See 5.8.3) Yes Elastoflex S6 G No Yes (see 5.6.1) No No No No No Elastoflex S6 G FR No Yes No No No No No No H draGuard Dual Pro Yes No No Yes Yes Yes Yes Yes Y Uoint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.13) H draGuard Tile Pro Yes Yes Yes Yes Yes yes Yes Yes Y (See 5.6.1) Uoint strips,1507.1.1.3 (Joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Mule-Hide SA-APP Cap Sheet No Yes (See 5.6.1) No No No No No Mule-Hide SA-APP Cap Sheet(FR) No Yes Yes(See 5 6.1) No No No No No Polyflex G No Yes Yes(See 5.6.1) No No No No No Polyflex G FR No Yes No No No No No No Polyflex SA P No Yes Yes(See 5.6.1) No No No No No Polyflex SA P FR No Yes Yes(See 5.6.1) No No No No No Yes Yes Polystick IR-Xe Yes No No No No Yes (Joint strips,1507.1.1.3 Qoint strips,1507.1.1.3 /R905.1.1.3) /11905.1.1.3) Yes Yes Polystick MTS Plus Yes Yes No Yes Yes Yes Qoint strips,1507.1.1.3 (Joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Polystick MU-X Yes No No Yes Yes Yes Qoint strips,1507.1.1.3 Qolnt strips,1507.2.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Yes Polystick TU Max No Yes (see s.6.1) Yes Yes No (Joint strips,1507.1.1.3 (Joint strips,1507.1.2.3 /R905.1.1.3) /R90S.1.1.3) Yes Yes Yes Polystick TU P No Yes (See s.e.1) No No No (Joint strips,1507.1.1.3 Qolnt strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Yes Polystick TU Plus Yes Yes (See 5.6.1) Yes Yes Yes (joint strips,15o7.1.13 Qoint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Polystick XFR Yes Yes No Yes Yes Yes (joint strips,1507.1.1.3 (Joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) NEMO ETC,I.I.C. Evaluation Report P32060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 5 of 17 ONEMOjetc. 5.6.1 Adhesive-set tile is limited to use of the following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE COMBINATIONSZ Underlayment Adhesive Florida Product Approval Polystick TU Max or Polystick TU Plus DAP Foam"Touch'n Seal FL14506 StormBond Roof Tile Adhesive" HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick Dupont"Tile Bond'Roof Tile FL22525 TU Plus Adhesive" Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- ICP Adhesives and Sealants APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "Polyset®AH-160" FL6332 Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- ICP Adhesives and Sealants APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "PolydhesetO RTA-1" FL6276 Polystick TU P or Polystick TU Plus 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) Type Primer Material(s) HydraGuard Dual Pro, (Optional)ASTM plywood,OSB,Southern Yellow Pine or Huber Engineered HydraGuard Tile Pro,Polystick IR- Deck/ D41 Woods"ZIP System"Panels Xe,Polystick MTS Plus,Polystick sheathing ASTM D41 structural concrete MU-X,Polystick TU Max, self- ASTM C1289 Type II Class 1 polyisocyanurate,ASTM Polystick TU P,Polystick TU Plus, (Optional)ASTM Polystick XFR,Mule-Hide SA-APP adhering Insulation D41 or WB-3000 C1289 Type Vpolyisocyanurate-composite,DensDeck Cap Sheet,Mule-Hide SA-APP Prime or SECUROCK Gypsum Fiber Roof Board Cap Sheet(FR),Polyflex SA P or Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P or Mule- Polyflex SA P FR Hide Nail Base Deck ASTM D41 structural concrete Elastoflex 56 G or Elastoflex S6 G Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board FR hot asphalt D41 Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P,Mule- Hide Nail Base or Polyglass G2 Base Deck ASTM D41 structural concrete torch- Insulation (Optional)ASTM DensDeck Prime or SECUROCK G Polyflex G or Polyflex G FR applied D41 Gypsum-Fiber Roof Board Base Sheet N/A Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass G2 Base or Polyglass Base z Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 6 of 17 ONEMOletc. 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but—for mechanically attached underlayments or base sheets- not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but— for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1(for Two- Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein(for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-52.5 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min.4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #2 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #3 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 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,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=-105 psf; Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,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. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization k32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 7 of 17 ONEMOletc. #5 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 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #6 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #7 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #8 All other direct-deck,adhered underlayment systems beneath the roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for enhancements. #9 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #10 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. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #11 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type 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 S6 G,applied in full mopping of hot asphalt. NEMO ETC,U.C. Evaluation Report P32060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 8 of 17 #12 Maximum Design Pressure=-45 psf*: ONEMOletc. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #13 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 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. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. #14 _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-fiim 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #15 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps 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. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APA Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #16 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps 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 S6 G,applied in full mopping of hot asphalt. #17 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps 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: Polyflex G,torch-applied. #18 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 9 of 17 ONEMOletc. #19 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. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #20 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #23 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FIR),Polyflex SA P,Polyflex SA P FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #24 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. #25 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 10 of 17 ONEMOletc. #26 Maximum Design Pressure=-67.5 usf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #27 Maximum Design Pressure=-67.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width direction of the sheet. 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. Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #28 Maximum Design Pressure=-67.5 Psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width direction of the sheet. 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 S6 G,applied in full mopping of hot asphalt. #29 Maximum Design Pressure=-67.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width direction of the sheet. 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: Polyflex G,torch-applied. #30 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 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 S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #31 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #32 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 11 of 17 ONEMOletc. #33 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 S6 G,applied in full mopping of hot asphalt. #34 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 Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #35 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #36 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 In.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width-direction of the sheet 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 S6 G,applied in full mopping of hot asphalt. #37 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,0513 sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet 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: Polyflex G,torch-applied. #38 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 12 of 17 ONEMOletc. #39 Maximum Design Pressure=-97.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c,at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick NITS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #40 Maximum Design Pressure=-97.5 Psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex S6 G.applied in full mopping of hot asphalt. #41 Maximum Design Pressure=-97.5 Psf: Deck: APA rated, 19/32 CAT,0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #42 Maximum Design Pressure=-1055 Rsf: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #43 Maximum Design Pressure=-105.0 as : Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #44 Maximum Design Pressure=-105.0 nsf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet 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 S6 G,applied in full mopping of hot asphalt. NEMO ETC,U.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7`"EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 13 of 17 ONEMOletc. #45 Maximum Design Pressure=-105.0 In Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet 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: Polyflex G,torch-applied. #46 Maximum Design Pressure=-112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS Plus,self-adhered Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #47 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #48 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. #49 Maximum Design Pressure=-127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #50 Maximum Design Pressure=-127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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 S6 G,applied in full mopping of hot asphalt. #51 Maximum Design Pressure=-127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. 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: Polyflex G,torch-applied. NEMO ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION F1.5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 14 of 17 ONEMOletc. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Maximum Installation Type Exposure(days) Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base Mechanically attached 30 Polystick IR-Xe or Polystick MU-X Mechanically attached 90 HydraGuard Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU Max,Polystick Any type(per Table 1) 180 TU P,Polystick TU Plus or Polystick XFR Elastoflex S6 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Adhesive-set tile roof system 180 Sheet(FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR Mechanically attached UNLIMITED 5.10 Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck tile roof assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Staging Slope Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) Prohibited without battens HydraGuard Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 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 Flat 6-tile stack(4 over 2) 5:12 Polystick MTS Plus Lugged 6-tile stack(4 over 2) 4:12 Flat 6-tile stack(4 over 2)or 30-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 or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 6-tile stack(4 over 2) 7:12 Polystick TU Plus Flat or Lugged 10-tile stack 6:12 Polystick XFR Flat or Lugged Prohibited without battens Prohibited without battens NEMO ETC,U.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Undedayments Revision 27:09/30/2020 Page 1S of 17 ONEMOletc. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation instructions 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 requirements for an approved mechanically attached underlayment(ASTM D226,Type II)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X,Polystick TU Max, Polystick TU P,Polystick TU Plus,Polystick XFR, Polyflex SAP,Polyflex SA P FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR), self-adhered, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: 6.3.2.1 Elastobase(poly-film top),Elastobase P(poly-film top)and Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"TWO-PLY SYSTEM"from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,followed by Polystick MTS Plus,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick XFR,Polyflex SAP,Polyflex SA P FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),self-adhered or Polyflex G or Polyflex G FR,torch-applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for attachment requirements. 6.3.2.2 Elastobase(sanded-top)and Elastobase P(sanded-top)e are limited to use as a mechanically attached base sheet in the"TWO- PLY SYSTEM" from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, followed by Elastoflex S6 G,Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet(ASTM D6380),asphalt-applied or Polyflex G or Polyflex G FR,torch-applied. Tile roof installation method is limited by the selected Cap Sheet,as set forth in Table 1. • When Elastobase(sanded-top)or Elastobase P(sanded-top)is followed by asphalt-applied Elastoflex S6 G, Elastoflex S6 G FR or FBC Approved Mineral Surfaced Cap Sheet(ASTM D6380),refer to FRSA/TRI,Sixth Edition,Appendix A,Table 1 or Section 5.8.3.2 herein for attachment requirements. • When Elastobase(sanded-top)or Elastobase P(sanded-top)is followed by torch-applied Polyflex G or Polyflex G FR,refer to Section 5.8.3.2 herein for attachment requirements. 6.4 HydraGuard Dual Pro,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P, Polyflex SA P FR,Polystick IR-Xe,Polystick MTS Plus,Polystick MU-X,Polystick TU Max,Polystick TU P,Polystick TU Plus or Polystick XFR: 6.4.1 General: All seal-lap seams(selvage laps)must be firmly rolled with a '" in accordance with Polyglass requirements to ensure full contact and adhesion. For HydraGuard Dual Pro and ; HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue pattern(the sheet will overlap the fabric). s.. View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro NEMO ETC,LLC. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 16 of 17 ONEMOjetc. 6.4.2 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions, When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt,Elastobase,Elastobase P or Mule-Hide Nail Base,the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.3 Tile Applications(excludes HydraGuard Dual Pro, Polystick IR-Xe and Polystick MU-X): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro,Polyflex SA P,Polystick MTS Plus,Polystick MU-X,Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR 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. Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set tile 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. 6.5 Elastoflex S6 G or Eiastoflex S6 G FIR: 6.5.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" in the "Two Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Shall be installed in compliance with requirements as an alternate to the"Heat Applied Cap Sheet"in the"Two Ply System"in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for the staging limitations. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY9. UL LLC—QUA9625;(414)248-6409; Karen.buchmann@ul.com -END OF EVALUATION REPORT- NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 17 of 17