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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: '`V J✓'` 1 PERMIT# REVISION FEE: �0(s RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DMSION RECEIVED 2300 VIRGINIA AVENUE . FORT PIERCE, FL 34982-5652 NOV 3 0 2021 (772)462-1553 - St.Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: 633 SE Hidden River Drive Port St Lucie, FL 34983 DETAILED DESCRIPTION OF PROJECT REVISIONS: Roofing Revisions/Slope and Flat Roof Attached Product Approvals I CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1330002/CGC060247 ST. LUCIE CO CERT. #: BUSINESS NAME: Southeast General Contractors Group, Inc QUALIFIERS NAME: Larry McDonald ADDRESS: 10380 SW Village Center Drive-232 CITY: Port St Lucie STATE: FL ZIP: 34987 PHONE (DAYTIME): (561)756-1321 FAX: OWNER/BUILDER INFORMATION: NAME: N/A ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: FILE COPY NAME: Charette International Architecture, Inc ADDRESS: 2528 N 38th Avenue CITY: Hollywood STATE: FL ZIP: 33021 PHONE(DAYTIME): (561)756-6094 FAX: v SLCCC: 9/23/09 r ; b > Revised 06130/17 ' E n �� � � � � ,. \\� � ,. �` �\ �` .. \�. �\ �� � �\ \ .. � - �� � _.. ,. \� � - \ '. � .,} � _ -t_ - � �� � ., \� % j/ �� ti. \\ i -{.: �� \� � � y.. .`., _ \� I I/23/21,12:25 PM Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications u I Contact Us I BCIS Site Map I Links I SearchPON I Florida "I Product Approval "%' USER:Public User Cry+u-:2t �.i Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL28059-R1 c Application Type Revision Code Version 2020 Application Status Approved Nov Comments ov 3 o 2021 Archived i a St.Lucia County Permitting Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com D$�v2Zq Technical Representative REVIEWED FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Y Address/Phone/Email BOCC Aj-- 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 David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications,Inca R���LLL■ 1 SY®I Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist-Hardcopy Received Certificate of Independence FL28059 R1 COI 24oa Pea kMax p-lywood.p-df Referenced Standard and Year(of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code ee is Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pfi-.app_dtl.aspx?param=wGBVXQwtDgvGtOxVM1gT%2bNIjbbnUr7frt1B%2f6BLAfkO%2fN2vMzCgcMwlo3d o3d 1/3 11/23/21,12:25 PM Florida Building Code Online Date Submitted 12/16/2020 Date Validated 12/19/2020 Date Pending FBC Approval 12/26/2020 Date Approved - 02/09/2021 Summag of Products FL# Model,Number or Name Description 28059.1 01: 24ga PeakMax on Plywood 24ga(min)PeakMax 1.5"mechanical seam on 15/32"(min) plywood or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 RI II 24ga PeakMax ply wood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng,,PE 81377 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports Other:Refer to evaluation report FL28059 R1 AE 24ga PeakMax pjywood.pdf Created by Independent Third Party: Yes 28059.2 02: 032 PeakMax on Plywood Nominally 0.032"aluminum(or thicker)`PeakMax 1.5" mechanical seam on 15/32"(min)plywood or 3/4" (min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 032 PeakMax plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 032 PeakMax plyw o .pdf Created by Independent Third Party:Yes 28059.3 03: 032.PeakMax 20-inch on Plywood Nominally 0:032"aluminum(or thicker) PeakMax-1.5" ' mechanical seam with 20"coverage on 15/32"(min)plywood or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 032 PeakMax 20in plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A%-159.25 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 632 PeakMax 20in plywood.pdf Created by Independent Third Party: Yes 28059.4 04: 16oz Copper PeakMax on Nominally 16oz copper(or thicker)PeakMax 1.5"mechanical Plywood seam 20"coverage on 15/32"(min)plywood or 3/4"(min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 16oz PeakMax plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-159.25 Evaluation Reports " Other: Refer to evaluation report FL28059 RI AE 16oz PeakMax 'plywood.pdf Created by Independent Third Party:Yes 28059.5 05: 24ga PeakMax 20-inch on 24ga(min)PeakMax 1.5"mechanical seam with 20"coverage Plywood on 15/32"(min)plywood or 3/4"(min)wood plank . Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 24ga PeakMax 20in ply wood•pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-189.25 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 24ga PeakMax 20in plywood•p-lf Created by Independent Third Party:Yes 28059.6 06: 24ga PeakMax on Plywood 24ga(min)PeakMax 1.5"mechanical seam with sealant option on 15/32"(min)plywood or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 24ga PeakMax sealant plywoo .pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure +N/A/-159.25 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 24ga PeakMax sealant plyw o .pdf Created by Independent Third Party: Yes 28059.7 07: 24ga SupremeMax on on B Deck 24ga(min)SupremeMax 2.0"mechanical seam on 22ga(min) B Deck . Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 24ga SupremeMax BDeck.pdf https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvGtOxVMIgT%2bNIjbbnUr7fTt1B%2f6BLAfkO%2fN2vMzCgcMw%3d%3d 2/3 11/23/21,12:25 PM Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-181.75 Evaluation Reports Other: Refer to evaluation report FL28059 R1 AE 24ga SupremeMax BDeck.pdf Created by Independent Third Party: Yes 28059.8 08: 032 SupremeMax on on B Deck Nominally 0.032"aluminum(or thicker)SupremeMax 2.0" mechanical seam on 22ga(min)B Deck Limits of Use Installation Instructions. Approved for use in HVHZ: No FL28059 RI II 032 SupremeMax BDeck:pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-166.75 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 032 SupremeMax BDeck.pdf Created by Independent Third Party: Yes Basic Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395;*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Iicensee.'However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCRek Credit Card Safe; , https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvGtOxVMI qT%2bNIibbnUr7f1't1B%2f6BLAfkO%gfN2vAUCgcMw%3d%3d 3/3 EXTRE.M E M ETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 032 Aluminum ( min ) PEAKMAX over 15/32" ( min ) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Mechanical standing seam panel with 20" maximum coverage and a nominal rib height of 1.5" Product Material Nominally 0..032" aluminum or thicker Fastener #10 1-inch pancake style fastener, 2 per clip Compliant with FBC 1506.6 where required. Clip 24ga, 3" long fixed clip Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL ���\ J\9 .. FL PE 81377 1 FL CA 33344 �� QP'\_\CENSF: i www.TimberLakeCove.com No.81377 -Digitally signed by David E Eng— �Dat6:12020.12.16;-0 =11:1)7`37+01'00' 0 ' STATE OF s !ONAL digitallyThis item has been •. and . . date indicated. Printed copies of this AX document and sealed and the signature must be d on any electronic copies i / r i ' _, 1. �� ... � - - �\ - ' � � _ �\ � .. i Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the condi'tions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: (2) #10 x 1" fasteners per 3" clip P 16" o.c. and panel seamed to 90°: 118 PSF Method B: (2) #10 x 1" fasteners per 3" clip P 8" o.c. and panel seamed to 180°: 159.25 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D9470.01-450-18, as referenced in FL 25621.01-RO. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020) 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, de.sign wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • . Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G2O-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G2O-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. TORS. r e LOAD ♦ TABLE,- 30 " L ENGINEERING Instructions: Select the appropriate load table that applies to the structure in question. 2 2 3 Determine the design wind speed for the project location. F- 1-2-3:Use the attachment method indicated forthat windspeed within each roof zone. 2 32 2 3NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each.zone and reported using the standard zones 21 2 Zone 1 includes zones 1 and 1' a 3 2 3 a Zone 2 includes zones 2e, 2r, and 2n aL HIP ROOF GABLE ROOF -Ja L J Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple ¢ID%OF LEAST HOIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT(0.9M). scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A METHOD B NR: NOT RATED. 00°sEAn1 —180°SEAM CONSULT DESIGN PROFESSIONAL AS NEEDED CLIP WITH 3"BASE @ CLIP WITH 3"BASE @ 10"O.C. 8"0C (2.)tt10 FASTENERS (2)1110 FASTENERS PER CLIP PER CLIP Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL28059.03: 032 PeakMax on 15/32" plywood FL28059.03: 032 PeakMax on 15/32" plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A" -A -A _ A. A. ..'A A. , A A A A Zone 1: A. A 'At' A '-''A -A , A _-A . A B B Zone 2: A_. ;A A A A - A A . A A A A Zone 2: A A . A A A-- A I B B B Zone 3: A A A.: A 'A 'A A :' A A B B . Zone 3: A A. . A A A. B B: - • Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 70,hip roof with Have either a flat roof less than 7°,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12 8L 12:12 max slope of 12:12,or gable roof with slope between 4.4:12 8L 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL28059.03: 032 PeakMax on 15/32" plMood FL28059.03: 032 PeakMax on 15/32 plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A.: A A . A. A :A .--,-A- A: ..A', A :'A Zone 1: A -A A: =:A A A A :A A , A ` B Zone 2: A A A A A A A: A A -A A Zone 2: A A A A A.- A A , B B - B Zone 3: A - _.A- A : A .. A =A. A:'. A:- A -A B Zone 3: A; .A A :. A A-~' B -B B NR NR NR /A/4 • - • 11/18/21,11:22 AM Florida Building Code Online BCIS Home i Log In I user Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map ( Links I Search Fluida r Product Approval USER:Public User C•DrV:,13V�CW!-'A P Rc:=s�F'•pW x Product Aooroval Menu>Product or Apnlication Search>Application List>Application Detail FL# FL2533-R26 RECEIVED Application Type Revision Code Version 2020 3 a 2021 Application Status Approved NovIv St.Lucie County Permitting Comments Archived f Product Manufacturer CertainTeed, LLC(Roofing) Address/Phone/Email 20 Moores Road Malvern,PA 19355 (610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com oY-o?"71 Technical Representative ��`V,'���® ���- qv Address/Phone/Email CODE COMPL IANC° Quality Assurance Representative ��■ L.�CIE COUNTY Address/Phone/Email Category Roofing BOCC W Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L.3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report 1� Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/15/2023 Validated By John W. Knezevich, PE " Validation Checklist-Hardcopy Received Certificate of Independence FL2533 R26 COI 2021 01 COI NIEMINEN.pd Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D2178 2015 ASTM D4601 .2012 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 ASTM D6509 FIL ICOPY ASTM G155 2013 FM 4470 2016 FM 4474 2011 Equivalence of Product Standards https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvweIwRFXRvHOHSbalV%2fgEtcxvb3ijCdZM17rx6ghyj%2fQ%3d%3d 1/2 11/18/21,11:22 AM Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/23/2021 Date Validated 08/03/2021 Date Pending FBC Approval 08/07/2021 Date Approved 10/12/2021 Summary of Products FL# Model,Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems for use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R26 II 2021 07 20 FINAL Al ER CERTAINTEED MODBIT FL2533- Approved for use outside HVHZ:Yes R26.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: +N/A/-635 Created by Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.)The design pressure noted in this FL2533 R26 AE 2021 07 20 FINAL ER CERTAINTEED MODBIT FL2S33- application relates to one specific system. Refer R26.pdf to the ER Appendix for all systems and max Created by Independent Third Party:Yes design pressures. - Sack Next I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privaor Statement::Accessibility 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCheck Credit Card "`..;. Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbalV%2fgEtcxvb3ijCdZM17rx6ghyj%2fQ9o3d%3d 2/2 NEMO otc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT .O. CertainTeed,LLC Evaluation Report 3520.03.04-R26 20 Moores Road FL2533-R25 Malvern, PA 19355 Date of Issuance:09/19/2005. (610)893-5400 Revision 26:04/16/2021 SCOPE: This Evaluation Report is issued under Rule 611320-3 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. The product described herein has-been evaluated for compliance with the 7t1 Edition(2020)Florida Building Code sections noted herein. DESCRIPTION:"FlintlasticO Modified Bitumen Roof Systems for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of 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 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 I etc. 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 5, plus a 74-page Appendix. Prepared by: _ Robert J.M. Nieminen P.E. •fi sra_ The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 �':°�'>r"-'"'y�' Nieminen,P.E.on 04/16/2021. This does not serve as an 44 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW 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. NEMO 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 OMEMO etc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed, LLC, have demonstrated compliance with the following sections of the 71h 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. ,D Section Property Standard =.Year 1504.3.1 Wind resistance FM 4474 ti 2011 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470 2016 1507.1.1 Material standard ASTM D1970 2015 1507.10.2 Material standard ASTM D2178 2015 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 °3Enti �, Examination sReference ., : - ,:;Date ,; - ;_zEnti `?= Ezammation,;, - :':Reference =" Date:;;-;<_ ERD(TST6049) FM 4470 3504.06.01-1 06/05/2001 FM(TST1867) FM 4470 2D5A9.AM 06/22/1999 ERD(TST6049) FM 4470 3513.08.02 08/15/2002 FM(TST1867) FM 4470 3009502 12/12/2000 ERD(TST6049) FM 4470 03515.07.03 07/22/2003 FM(TST1867) FM 4470 3009869 03/19/2001 ERD(TST6049) FM 4470 3519.12.03 12/22/2003 FM(TST1867) FM 4470 3009610 10/15/2001 ERD(TST6049) FM 4470/4474 3522.07.04 07/28/2004 FM(TST1867) FM 4470 3006025 .12/28/2001 ERD(TST6049) FM 4470/4474 02843.02.05-11 02/10/2005 FM(TST1867) FM 4470 3012321 07/29/2002 ERD(TST6049) FM 4470/4474 3533.01.06 01/06/2006 FM(TST1867) FM 4470 3009814 09/06/2002 ERD(TST6049) FM 4470/4474 4674.11.01-1 03/21/2006 FM(TST1867) FM 4470 .3014502 04/04/2003 ERD(TST6049) FM 4470/4474 3521.07.04-111 10/26/2007 FM(TST1867) FM 4470 3015444 07/11/2003 ERD(TST6049) FM 4470/4474 02764.09.05-131 12/10/2007 FM(TST1867) FM 4470 3014692 08/05/2003 ERD(TST6049) FM 4470/4474 02762.03.05-R1 12/10/2007 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) PP(CoolStar) C10080.09.08 09/04/2008 FM(TST1867) FM 4470 3018579 10/09/2003 ERD(TST6049) FM 4470/4474 C8370.08.08-111 10/05/2009 FM(TST1867) FM 4470/4474 3020703 07/30/2004 ERD(TST6049) FM 4470/4474 P6860.06.07-R1 09/10/2009 FM(TST1867) FM 4470/4474 3021759 06/03/2005 ERD(TST6049) FM 4470/4474 C30310.12.09 12/17/2009 FM(TST1867) FM 4470/4474 3022038 04/05/2006 ERD(TST6049) FM 4470/4474 C30560.03.10 03/18/2010 FM(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) ASTM G155 C31410.06.30-1-R1 06/03/2010 FM(TST1867) FM 4470/4474 3026128 08/04/2006 ERD(TST6049) FM 4470/4474 C31420.08.10 09/21/2010 FM(TST1867) FM 4470/4474 -3024311 11/01/2006 ERD(TST6049) ASTM G155 C31410.10.10-R1 10/27/2010 FM(TST1867) FM 4470/4474 3025766 11/13/2006 ERD(TST6049) FM 4470/4474 C33980.12.10 12/22/2010 FM(TST1867) FM 4470/4474 3028410 02/19/2007 ERD(TST6049) ASTM G155 C31416.01.11-1-R1 01/10/2011 FM(TST1867) FM 4470/4474 3026964 07/25/2007 ERD(TST6049) ASTM G155 C31410.06.10-2-R1 01/10/2011 FM(TST1867) FM 4470/4474 3031262 11/30/2007 ERD(TST6049) FM 4470/4474 C33830.02.11 02/08/2011 FM(TST1867) FM 4470/4474 3031199 12/23/2008 ERD(TST6049) TAS 117(13) C35500.02.11 02/09/2011 FM(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) FM 4470/4474 C37820.07.12 07/24/2012 FM(TST1867) FM 4470/4474 3037127 01/11/2010 ERD(TST6049) FM 4470/4474 C37830.07.12 07/26/2012 FM(TST1867) FM 4470/4474 3039848 12/02/2011 ERD(TST6049) Criticality C42110.08.12 08/13/2012 FM(TST1867) FM 4470/4474 3046104 08/13/2013 ERD(TST6049) FM 4470/4474 C39670.08.12 08/20/2012 FM(TST1867) FM 4470/4474 3048520 09/19/2013 ERD(TST6049) FM 4470/4474 C42280.08.12 08/20/2012 FM(TST1867) FM 4470/4474 3055491 12/05/2016 ERD(TST6049) ASTM D1970 C40050.09.12-2 09/28/2012 FM(TST1867) FM 4470/4474 3063970 09/14/2018 ERD(TST6049) TAS 117(A) A35880.04.12-111 10/26/2012 FM(TST1867) FM 4470/4474 PR458318 04/12/2021 ERD(TST6049) FM 4470/4474 C44580.07.13 07/25/2013 NEMO(TST6049) FM 4474 4L-CTR-18-002.09.18-1 09/21/2018 ERD(TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013 NEMO(TST6049) FM 4474 4L-CTR-18-002.09.18-2 09/21/2018 ERD(TST6049) ASTM G155 C31410.12.13 12/05/2013 NEMO(TST6049) FM 4474 4L-CTR-18-002.10.18 SO/22/2018 ERD(TST6049) ASTM D6222 C40050.12.13-111 12/05/2013 NEMO(TST6049) FM 4474 4L-CTR-18-002.03.19A 03/07/2019 ERD(TST6049) ASTM D6163 C45110.01.14 01/20/2014 NEMO(TST6049) FM 4474 4L-CTR-18-002.04.19B 04/12/2019 ERD(TST6049) ASTM D2178 C47250.03.14 03/26/2014 NEMO(TST11294) FM 4474 2L-CiR-18-001.04.19.A 06/24/2019 NEMO ETC,LLC Evaluation Report 3520.03.04-1126 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2533-R25 Flintlastic®Modified Bitumen Roof Systems Revision 26:04/16/2021 Page 2 of 5 ONEmojetc. Entrtv ,Ekamih tion Reference:.';: Date. ', Enti iEkam�natiorr{> Reference _ Date ERD(TST6049) FM 4470/4474 C45620.03.14 03/27/2014 NEMO(TST6049) FM 4474 4a.CTR-I9-LSWUS-04.A 08/05/2019 ERD(TST6049) FM 4470/4474 C46760.06.14 06/19/2014 NEMO(TST6049) ASTM D4601 4q-CTR-I9-SSMB6-01.A 08/12/2019 ERD(TST6049) FM 4470/4474 C47320.03.14-R1 04/01/2015 NEMO(TST6049) FM 4474 4a-CTR-I9-LSWUS-03.8 01/27/2020 ERD(TST6049) FM 4470/4474 CTR-SC8995.10.15 10/14/2015 NEMO(TST6049) FM 4474 4a-CTR-I9-LSWUS-05.A 02/05/2020 ERD(TST6049) FM 4470/4474 CTR-SC9935.01.16 01/14/2016 NEMO(TST6049) FM 4474. 4a-CTR-I9-LSWUS-02.A 02/28/2020 ERD(TST6049) FM 4470 CTR-SC9920.01.16 01/20/2016 NEMO(TST6049) FM 4474 4a-CTR-20-LSW1JS-01.8 06/26/2020 ERD(TST6049) FM 4470/4474 CTR-SC10420.01.16 01/25/2016 NEMO(TST6049) ASTM D2178 4q-CTR-20-SSMBB-01.A 09/22/2020 ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016 PRI(TST5878) ASTM D6164 CTC-057-02-01 08/26/2010 ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016 PRI(TST5878) ASTM D6163 CTC-066-02-01 08/08/2011 ERD(TST6049) FM 4470/4474 CTR-SC11590.08.16 09/06/2016 PRI(TST5878) ASTM D6222 CTC-071-02-01 08/08/2011 ERD(TST6049) ASTM D6163 CTR-SC11145.09.16 09/16/2016 PRI(TST5878) ASTM G155 CTC-071-02-01 08/08/2011 ERD(TST6049) ASTM D4601 CTR-SC11145.09.16-3B 09/19/2016 PRI(TST5878) ASTM D6164 CTC-093-02-01 08/08/2011 ERD(TST6049) ASTM D4897 CTR-SC11145.09.16-4 09/19/2016 PRI(TST5878) ASTM G155 CTC-093-02-01 08/08/2011 ERD(TST6049) ASTM D6163 CTR-SC11145.09.16-5A 09/19/2016 PRI(TST5878) ASTM D2178 CTC-123-02-01 03/12/2012 ERD(TST6049) ASTM D6222 CTR-SC11145.09.16-7A 09/19/2016 PRI(TST5878) ASTM D4601 CTC-124-02-01 03/12/2012 ERD(TST6049) ASTM D1970 CTR-SC11145.10.16 10/31/2016 PRI(TST5878) ASTM D4601 CTC-126-02-01 03/12/2012 ERD(TST6049) FM 4470/4474 CTR-SC12255.12.16 12/27/2016 PRI(TST5878) ASTM D6509 CTC-116-02-01 04/04/2012 ERD(TST6049) Criticality ICP-SC15630.09.17 09/06/2017 PRI(TST5878) ASTM D6163 CTC-128-02-01 06/08/2012 ERD(TST6049) Criticality ICP-SC16225.09.17 09/06/2017 PRI(TST5878) ASTM D6163 CTC-129-02-01 06/08/2012 ERD(TST6049) FM 4474 CTR-SC15775.17 09/13/2017 PRI(TST5878) ASTM D6164 CTC-131-02-01 06/08/2012 FM(TST1867) FM 4470 OE3A2.AM 03/30/1982 PRI(TST5878) ASTM D6164 CTC-161-02-01 05/09/2013 FM(TST1867) FM 4470 3WOA4.AM 03/16/1993 PRI(TST5878) ASTM G155 CTC-161-02-01 OS/09/2013 FM(TST1867) FM 4470 3WOA2.AM 03/17/1993 PRI(TST5878) ASTM D6164 CTC-190-02-01 11/27/2013 FM(TST1867) FM 4470 3WOA3.AM 03/17/1993 PRI(TST5878) ASTM D6163 CTC-319-02-01 08/22/2017 FM(TST1867) FM 4470 1Z4A6.AM 09/11/1996 PRI(TST5878) ASTM D4601 CTC-321-02-01 08/22/2017 FM(TST1867) FM 4470 3Y8A1.AM 09/30/1996 PRI(TST5878) ASTM D6164 CTC-354-02-01 05/11/2018 UL(QUA9625) CA Service Confirmation 11/13/2019 PRODUCT This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed,LLC published installation instructions and the Limitations/Conditions of Use herein. TABLE 1:EVALUATED MEMBRANES 77. Material Standard Prod Typeuct Plants) Reference Type< :Grade Flintlastic®SA NailBase ASTM D4601 II N/A Little Rock,AR Glasbasem Base Sheet ASTM D4601 II N/A Little Rock,AR All Weather/EmpireTm Base Sheet ASTM D4601 II N/A Little Rock,AR Base Sheets Flexiglas—Base Sheet ASTM D4601 II N/A Little Rock,AR Flintlastic®Base 20 ASTM D4601 II N/A Little Rock,AR Flintlastic®Poly SMS Base Sheet ASTM D4601 II N/A Little Rock,AR Yosemite®Venting Base Sheet ASTM D4897 II N/A Little Rock,AR Flintglas®Ply 4 ASTM D2178 IV N/A Pryor,OK Ply Sheets Shreveport,LA Flintglas®Premium Ply 6 ASTM D2178 VI N/A Shreveport,LA Flintlastic®APP Base T ASTM D6509 N/A N/A Little Rock,AR Base/Ply Flintlastic®STA ASTM D6222 I S Little Rock,AR Membranes(APP) Flintlastic®STA Plus ASTM D6222 I S Little Rock,AR Flintlastic®STA ASTM D6222 I S Little Rock,AR Flintlastic®STA Plus ASTM D6222 I S Little Rock,AR Cap Membranes Flintlastic®GTA ASTM D6222 I G Little Rock,AR (APP) Flintlastic®GTA CoolStar® ASTM D6222 I G Little Rock,AR Flintlastic®GTA-FR ASTM D6222 I G Little Rock,AR Flintlastic®GTA-FR CoolStar® ASTM D6222 I G Little Rock,AR, NEMO ETC,LLC Evaluation Report 3520.03.04-1126 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2533-1125. Flintlastic®Modified Bitumen Roof Systems Revision 26:04/16/2021 Page 3 of 5 ONEMO etc. TABLE 1.EVALUATED MEMBRANES 'Material Standard Type Product = _ Plants) Reference Type;: . Grade _ Flintlastic SA PlyBase ASTM D1970 N/A N/A Little Rock,AR i Black Diamond®Base Sheet ASTM D1970 N/A N/A Shakopee,MN Flintlastic SA Mid Ply ASTM D6163 1 S Little Rock,AR Base/Ply Membranes(SBS) Flintlastic Ultra Glass SA ASTM D6163 I S Little Rock,AR Flintlastic Base 20 ASTM D6163 1 S Little Rock,AR Flintlastic Base 20 T ASTM D6163 I S Little Rock,AR Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 I S Little Rock,AR Flintlastic'SA Cap FR ASTM D6163 I G Little Rock,AR Flintlastic'SA Cap FR CoolStar® ASTM D6163 I G Little Rock,AR Flintlastic'FR Cap 30 ASTM D6163 I G Little Rock,AR Flintlastic FR Cap 30 CoolStar® ASTM D6163 I G Little'Rock,AR Flintlastic FR Cap 30 T ASTM D6163 I G Little Rock,AR Flintlastic FR Cap 30 T CoolStar® ASTM D6163 I G Little Rock,AR Cap Membranes Flintlastic SA Cap ASTM D6164 I G Little Rock,AR (SBS) Flintlastic SA Cap CoolStar® ASTM D6164 I G Little Rock,AR Flintlastic"FR-P ASTM D6164 I G Little Rock,AR Flintlastic FR-P CoolStar® ASTM D6164 1 G Little Rock,AR Flintlastic*GMS ASTM D6164 I G Little Rock,AR Flintlastic'GMS CoolStar® ASTM D6164 I' G Little Rock,AR Flintlastic"Premium FR-P ASTM D6164 II G Little Rock,AR Flintlastic"Premium FR-P CoolStar® ASTM D6164 II G Little Rock,AR LIMITATIONS:5. 5.1 This is a Building Code Evaluation. Neither NEW ETC,LLC nog 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 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-i or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof(tear off) or recover installation,.the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in. accordance with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. NEMO ETC,LLC Evaluation Report 3520.03.04-1126 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL2533-R25 Flintlastic®Modified Bitumen Roof Systems Revision 26-.04/16/2021 Page 4 of 5 it NNEMO 0 etc. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data. Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 " "MDP"=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 1SO4.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. 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 WDi, 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 Zone,2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. INSTALLATION:6. Flintlastic® Modified Bitumen Roof Systems"shall be installed in accordance with CertainTeed, LLC published installation instructions,subject to the Limitations/Conditions of Use herein. 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. UL,LLC.—QUA9625;(414)248-6409;karen.buchmann@ul.com -THE 74-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 3520.03.04-1126 'Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2533-RZS Flintlastic®Modified Bitumen Roof Systems Revision 26:04/16/2021 Page 5 of 5 MEMO etc. TABLE 3A: STRUCTURAL,CONCRET"E DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER SEE NOTE 16 FORVAP O. BARRIER OPTIONS Base Insulation Layer. Top Insulat ion.layer Roof Cover(Note.15) Sys Deck Primer Primer MDP Attach' Attach No. (Note 2) Type. Type Base Ply, Ply Cap.Ply (Psf) (Notes 6,7,8) (Notes 6,7,8) , C-16. Structural None Min.1.5-inch ACFoam II,FlintBoard OB500 Min.0.25-inch DensDeck 0B500 FlintPrime or SBS-SA (Optional) SBS-SA -150.0 concrete ISO or ENRGY 3 FlintPrime SA SBS-SA C-17. Structural None Min.i.5-inch ACFoam 11,FlintBoard, 0B500 Min.0.25-inch SECUROCK OB500 None SBS-SA (Optional) SBS-SA -172.5 concrete ENRGY 3 or H-Shield Gypsum-Fiber Roof Board SBS-SA Min.1.0-inch ISO 95+GL,H-Shield,H- ICP BOARD- ICP BOARD- Structural Shield CG,ENRGY 3 or min.1.3-inch Min.0.25-inch SECUROCK (Optional) C-18. concrete None ACFoam III,Min.1.5-inch Multi-Max MAX or CR- Gypsum-Fiber Roof Board MAX or CR- None SBS-SA SBS-SA SBS-SA 172.5 FA3 or Ultra-Max 20 20 Min.1.0-inch ISO 95+GL,H-Shield,H- ICP BOARD- ICP BOARD- Structural Shield CG,ENRGY 3 or min.1.3-inch FlintPrime or (Optional) C 19, concrete None ACFoam III,Min.1.5-inch Multi-Max MAX or CR- Min.0.25 inch DensDeck MAX or CR- FlintPrime SA SBS-SA SBS-SA SBS-SA 192.5 FA3 or Ultra-Max 20 20 HYBRID SYSTEMS:' Structural Min.1.5-inch ACFoam II,FlintBoard (Optional)Additional layer(s) Flintlastic (Optional) SBS-AA, C-20, concrete FlintPrime ISO,H-Shield,FlintBoard ISOH HA base insulation HA None Ultra Glass SBS-AA,SBS- SBS-TA, -322.5 SA TA,APP-TA APP-TA Structural Min.1.5-inch ACFoam 11,FlintBoard (Optional)Additional layer(s) Black (Optional) SBS-AA, C-21. concrete FlintPrime ISO,H-Shield,FlintBoard ISOH HA base insulation HA None Diamond SBS-AA,SBS- SBS-TA, -375.0 Base Sheet TA,APP-TA APP-TA Structural Min.1.5-inch ACFoam II,FlintBoard A-PD (Optional)Additional layer(s) (Optional) SBS-AA, C-22. None A-PD None SBS-SA-H SBS-AA,SBS- SBS-TA, -180.0 concrete ISO,H-Shield,FlintBoard ISOH base insulation TA,APP-TA APP TA Structural Min.1.5-inch ACFoam II,FlintBoard A-PD Min,0.25-inch SECUROCK (Optional) SBS-AA, C-23. concrete None ISO,H-Shield,FlintBoard ISOH Gypsum-Fiber Roof Board A-PD None SBS-SA-H SBS-AA,SBS- SBS-TA, -117.5 TA,APP-TA APP-TA Structural Min.1.5-inch ACFoam II,FlintBoard A-PD,6- Min.0.25-inch SECUROCK A-PD,6- (Optional) SBS-AA, C-24. concrete None ISO,H-Shield,FlintBoard ISOH inch o.c. Gypsum Fiber Roof Board inch o.c. None SBS-SA-H SBS-AA,SBS- SBS-TA, -217.5 TA,APP-TA APP-TA Structural Min.0.25-inch SECUROCK Gypsum- A-PD,6- (Optional) SBS-AA, C-25. concrete None Fiber Roof Board inch o.c. None N/A None SBS-SA-H SBS-AA,SBS- SBS-TA, -195.0 TA,APP-TA APP-TA Structural Min.1.5-inch ACFoam II,FlintBoard (Optional) SBS-AA, C-26. None D-IS (Optional)Additional layer(s) D-IS None SBS-SA-H SBS-AA,SBS- SBS-TA, -135.0 concrete ISO,H-Shield,FlintBoard ISOH base insulation TA,APP-TA APP-TA NEMO ETC,LLC Evaluation Report 3520.03.04-R26 for FL2533-R25 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:04/16/2021 9)2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 31 of 74 1 11/23121,2:65 PM Florida Building Code Online hn yt BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact us BCIS'Site Map Links Search Florida it Product Approval ;j xsm,l USER:Public User ?MW;k n' RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail - -- FL11602-R13 NOV 3 0 2021 txa� r Application Type Revision St.L.UCie COUnty Code Version 2020 Petmitting•- Application Status.' Approved Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (140)321-6345 Greg.Keeler@owenscorning.com Authorized Signature, Keeler Greg . Greg.Keeler@owenscoming.com � Technical Representative Greg Keeler do Address/Phone/Email. 2790 Columbus Road REVIEWED FOR Granville,OH 43023 (740)321-6345 CDE COMPLIANCE greg.keeler@owenscorning�c4o�m`' - N rL LUCIE C.O��1� , Quality Assurance Representative �o/V'��. Address/Phone/Email t./ Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License- PE-59166 n. Quality Assurance Entity Intertek Testing Services NA,Inc.'-Q WS10 Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE ZO Validation Checklist-Hardcopy Received Certificate of Independence FL11602 R13 COI 2021 01.COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear strength)'F I L P" 2015 ASTM.D4798(weathering) 2011 ASTM D4869(liquid transmission) 2016 ASTM D5035(tensile) 2011' FRSA/TRI,Sixth Edition 2018 UL 1897 2015 Equivalence of Product Standards https://floridabuilding.org/pr/pt_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5KMr%2fsMf Wgra38sP60YIiWvyl w%3d%3d 1/2 i %� �� i i i i ,� .. . � `� e „ �- ji i .. =i .. C"' ` 11/23/21,2:05 PM Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2021 Date Validated 04/19/2021 Date Pending FBC Approval 04/26/2021 Date Approved 06/08/2021 Summa of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underla ments for Synthetic sheet-type roof underla ments Y Y tYP Y use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No FL11602 R13 II 2021 04 19 FINAL ER TITANIUM FL11602- Approved for use outside HVHZ:Yes R13.pdf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-142.5 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of a specific underlayment system beneath tile roof systems. FL1_1602 R13 AE 2021 04 19 FINAL ER TITANIUM FL11602- Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections R13.Pdf 5 and 6 for other Limits of Use. Created-by Independent Third Party:Yes Bask Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval.Accepts: Credit Card Safe,; https://floridabuilding.org/prlpr app dU.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5KMr%2fsMfWgra38sP60YHMVvylw%3d%3d 2/2 MEMO i etc. Certificate of Authorization##32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R14 One Owens Corning Parkway FL11602-1113 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 14:04/19/2021 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. The products described herein have been evaluated for compliance with the 7th Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: Titanium®Roof.Underlayments for use in FBC ndn-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of 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 NENIO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO 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 "NEMOletc. 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 8. Prepared by: .R. .,;,p.�'�,C Robert J.M.Nieminen,P.E. ��;;`�5��c� `,. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 'gin�;;;^„T••' Nieminen,P.E.on 04/19/2021. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW 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. NEMO 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. ©2018 NEMO ETC,LLC ONEMOJetc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium® Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDARDS: - 1504.3.1 Wind resistance UL1897 2015 1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entif`. Eicalninatlon :Reference - Date ERD(TST6049) Various,system tests 135520.06.11 06/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 NEMO(TST6049) FRSA/TRI,tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) FRSA/TRI,partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0059 02/13/2020 PRI(TST5878) ASTM D8257-20 1378T0061 01/21/2021 PRI(TST5878) ASTM D4798,TAS 103 1378TO174 04/16/2021 ITS(QUA1673) Quality Control Service Confirmation 12/09/2020 ITS(QUA1673) Quality Control FloridaBCIS Current NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 2 of 8 i MEMO etc. 4. PRODUCT DESCRIPTION: °Product Material Standard:; Plants) - _ Descnptlor 4.1 Titanium®PSU-30 ASTM D1970 and Dubai,UAE unreinforced polymer modified bitumen material FRSA/TRI 09-18 Brentwood,NH adhered to the underside of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square 4.2 Titanium®UDL-25 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of . Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer R905.1.1.1(2&3, coating._Unit weight 2.5 Ibs./square Exception),R905.1.1.1(5) 4.3 Titanium®UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 Ibs./square Exception),R905.1.1.1(5) 4.4 Titanium®UDL-50 _- 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 Ibs./square Exception),R905.1.1.1(5) 4.5 Titanium®X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a non-woven polypropylene top scrim laminated R905.1.1.1(2&3, to a central non-woven polypropylene scrim with Exception),R905.1.1.1(5) polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 Ibs./square. 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 Titanium® 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. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS 15073. , _3307.'4,&15075 35077 35078:&15079-; ,; ,;. FBCSectlon = Clay and Concrete TI'e Underla inept Asphalt - ;Metal Panels Slate orSlate Wood Shingles and X Mechanical : Adhesive Shingles and Shingles Type Shingles Shakes Attach ,set Yes Yes(joint strip Titanium®PSU-30 Yes Yes Yes Yes (See 5.6.1) s,1507.1.1.3/ R905.1.1.3) Titanium®UDL-25 Yes No No Yes Yes No NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization 832455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL116027R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 3 of 8 ON EMO etc. TABLE 1: ROOF COVER OPTIONS FBCSiction -15072 13073 15074&.'15075 15077 1507:8&i50h9 =' Clay and Concrete Tile Underla nt me Asphalt Metal Panels Slate or Slate Wood Shingles and Y Mecfamcal Adhesive h S Shingles Type Shingles Shakes Attacet'€ - Yes Yes Titanium®UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-plysystem) Titanium®UDL-50 Yes No No Yes Yes No Titanium"X30 Yes No No Yes Yes No 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Underlayment = Adhesive - Florda Product Approval Dupont"Tile Bond—Roof Tile Adhesive" FL22525 Titanium®PSU-30 ICP Adhesives and Sealants"Polyset®AH-160 FL6332 ICP Adhesives and Sealants"Polyset®RTA-1" FL6276 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS = Substrates(designed to meet wmd loads for protect) Underlayment Application Type = Primer Matei•ial(s) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM D226,Type II felt Titanium®PSU-30 self-adhering Base sheet ASTM D41 Titanium®UDL-30 None Titanium®UDL-30(inverted) 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 not less than Section 5.8.3 herein. 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 Manua/,.Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-R34 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium"Roof Underlayments Revision 14:04/19/2021 Page 4 of 8 OMEMO etc. #1 Maximum Design Pressure=-45 psf: Deck: Min.15/327inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies Titanium® PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #2 Maximum Design Pressure=-142.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium®PSU-30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 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. #3 Maximum Design Pressure=-30 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium®UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium® PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 Maximum Design Pressure=-30 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium"UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps. , Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies,Titanium® PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails,through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 5 of 8 ONEMO I etc. #5 Maximum Design Pressure=-45 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium®UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three'(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment. One or two plies,Titanium® PSU 30,self-adhered and back-nailed 6 o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #6 Maximum Design Pressure=-45 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction'. Base Sheet: Titanium®UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL730. Underlayment: One or two plies,Titanium® PSU 30,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.9 Exposure Limitations: TABLE 3:-EXPOSURE LIMITATIONS Underlayment Prepared Roof CoVeranstallatton Type Maximum Exposure',(days)„ _ Titanium®PSU-30 Mechanically attached 180 Adhesive-set tile 180 Titanium®UDL-25;Titanium®UDL-30, Mechanically attached 180 Titanium UDL-50,Titanium X30 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment TIIeProfile _ Staging Method ? Nlazimum Slope, Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max. 10-tile stack(5 over 5) Titanium® PSU-30 Lugged 5:12 NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium"Roof Underlayments Revision 14:04/19/2021 Page 6 of 8 NEMO etc. 6. INSTALLATION: 6.1 Titanium® Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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 Titanium®UDL-25,Titanium® UDL-30,Titanium®.UDL-50 or Titanium®X30: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception), 1507.1.1.1(3,Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2,Exception),R905.1.1.1(3,Exception) or R905.1.1.1(5) 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. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 Titanium®PSU-30: 6.4.1 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, FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane 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 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.5 Titanium®2-Ply System: 6.5.1 The Titanium® 2-PIV System consists of a base layer of Titanium® UDL-30(top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium°PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium® UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium®PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. J NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 7 of 8 ONEMO Etc. BUILDING7. • 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. 19. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673;(312)906-7779;maura.norlander@intertek.com END OF EVALUATION REPORT- • I NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certiftate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 8 of 8