Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutREVISIONOFFICE USE ONLY: DATE FILED: 12/27/21 REVISION FEE: File COPY PERMIT # 2106-0156 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 1702 Juanita Ave Drive Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Change from Shingles to Standing Seam metal FL 17796 and change of underlayment from 301b felt to Peel n Stick Gaf Titanium FL 11602 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1327208 BUSINESS NAME: sunrise CHDO Inc QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce I STATE: FL PHONE (DAYTIME): 772-201-2850 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ST. LUCIE CO CERT. #: 32506 ZIP: 34947 FAX: 772-907-0420 FAX: ZIP: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 Revised 06130/17 om Product Approval P :USER: Public User d��bxr;^ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17796-R2 Application Type Revision FILE COP Code Version 2020 Application Approved Y Comments Arch ived 0 Product Manufacturer Atlantic Metal II of Vero Beach, Inc.treet ��p��®�1(�/„ Address/Phone/Email 4310 R E i E V ED- F0 R Vero Beach, FL 32967 (772) 257-573 nticmetal2.com (772) 257-5730 �O®� COMPLIANCE �° Lasky ST. LACE COUN 7Y Authorized Signature Kimberly Kim.lasky@atlanticmetal2.com O 03/ Z 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 0 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, Inc. Quality Assurance Contract Expiration Date 06/11/2025 Validated By James R Wally, PE F1 Validation Checklist - Hardcopy Received Certificate of Independence FL17796 R2 COI 24ga 1.5 Nailstrip lyw o f .p! Referenced Standard and Year (of Standard) Standard TAS 100 TAS 125 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 1995 2003 2006 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdnivgNeyly79aw9JHDssgpg%3d%3d 1/3 1/4/2021 ' Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/06/2020 10/15/2020 10/25/2020 12/15/2020 FL # Model, Number or Name Description 17796.1 01: 24ga 1.5" Nail Strip over 24ga (min) 1.5" nail strip standing seam panel over 15/32" Plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2 II 24ga 1.5 Nailstripplywood.plf 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/-116 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.5 Nailstrip plywood.pdf Created by Independent Third Party: Yes 17796.2 02: 24ga 1.5" Snap Lock over 24ga (min) 1.5" snap lock standing seam panel over 15/32" Plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2 II 24ga 1.5 SnapLock pjywood.plf 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/-116 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.5 SnapLock pLywood.pdf Created by Independent Third Party: Yes 17796.3 03: 032 Aluminum 1" Mechanical Nominally 0.032" aluminum (or thicker) 1" mechanical lock Lock on Plywood standing seam panel on 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2 II 032 1.0 Mechanical 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/-101 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 032 1.0 Mechanical plywood.pdf Created by Independent Third Party: Yes 17796.4 04: 24ga 1.0" Nail Strip on Plywood 24ga (min) 1.0" nail strip standing seam panel over 15/32" 1 (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL17796 R2 II 24ga 1.0 Nailstrip plywood nonHVHZ.pdf Verified By: David Eng, PE 81377 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.0 Nailstrip plywood nonHVHZ.pdf Created by Independent Third Party: Yes 17796.5 05: 24ga 1.0" Snap Lock over 24ga (min) 1.0" snap lock standing seam panel over 15/32" Plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2 II 249a 1.0 SnapLoc 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/-131 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.0 SnaoLock plyw o .pAf Created by Independent Third Party: Yes 17796.6 06; 26ga 5V Crimp on Plywood 26ga (min) 5V Crimp exposed fastener panel on 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2 II 26ga SVCrimp 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/-156.5 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 26ga SVCrimp plywood.pdf Created by Independent Third Party: Yes Back Next https://www.floridabuilding.org/prlpr_app_Otl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdnivgNcyly79aw9JHDssgpg%3d%3d 2/3 1/4/2021 Florida Building Code Online Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyrjaht 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: 0. M https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdnivgNeyly79aw9JHDssgpg%3d%3d 3/3 M 24ga 1.0" Snap Lock 24 gauge (min) 17" Snap Lock over 15/32" plywood Florida Product Approval Number 17796.05-R2 Manufacturer: Atlantic Metal II of Vero Beach, Inc 4310 45th Street, Vero Beach, FL www.atlanticmetal2.com (772)' 257-5730 Metal Roofing Panels • Metal Roofing Accessories • Custom Metal Fabrication Product: Clipped, snaplock standing seam panel with nominal rib height of 1.0" and max panel width of 17". Material: 24ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. Fastener: #12 x 1" pancake -style fastener, compliant with FBC 1506.6. (2) per clip. Clip: 18ga, 3.5" long fixed clip. 1000SNS or similar. Substrate/Deck: Minimum 15/32" thick plywood. Underlayment: Comply with FBC 1507.1.1 /1518.2 where required. Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required. Slope: Comply with FBC 1507.4.2/FBC 1515.2 where required. Max. Allowable Loads & Installation Requirements: Method A: 67.3psf I Install (2) #12 x 1" fasteners per clip with clips at 24" o.c. Method B: 131 psf I Install (2) #12 x 1"fasteners per clip with clips at 6" o.c. Factor of Safety of 2.0 applied to calculate allowable loads. Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by Rule 61 G20-3, method 1 D Evaluated By: David Eng, PE Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 PE Lic. No: 81377 CA Lic No• 33344 DE Eng A ;No,:81377 _ hb 21 29+01-9 , This item has been digitally signed and www.TimberLakeCove.com sealedbyD:E Eng' PE, onthe 'data '< STATEOF indicated. Pribted.copies of this document are not considered; signed and. sealed and the: signature must.be verified on any r/-; /ONA1. electronic copies �� r t f t l t'► �� Technical Documentation: This product has been tested to the TAS 125/UL 580 standard by Force Engineering (TST-5328), report 72-0210T-07 and to TAS 100 by Farabaugh Engineering and Testing, reportT233-07. As referenced in FL 17796.02-R1 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'&Limitations: Design of deck and roof structure (to.include deck attachment) 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. Installation shall be subjectto the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. This report is limited to.compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. 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 61 G20- 3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provide several prescriptive options for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design 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 Load. Tables: NOTE: 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 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project Use the attachment method indicated for that windspeed within each roof zone. e;fG7.OF.1,1,0!£GNThiD1MEN3iGN ORtlAh; RM1IK!iG4:R 13 S1✓>t6lER, 6E7T Ntl7 See Note on previous page. _E3$LfAN 8 T.'!.9A .'f. CF lS:ST'HGk1LGNI"', 17iL1F.f+ rS CfY:F)`tA.!Md3 - OR.AS0CTF"WNMTY MIGN CA OTKR APPLIO"LE,COM ROOFZONES FOR GENERIC BUILDING 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 FL17796.M 24 a 1.0-SnaR Lock on 15/32" Plywood FL17796.05: 24 a 1.0 SnaR Lock on 15/32' PI ood Wind 105 110 120 130 140 150 16017.0 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1 A A A A A u A A A A"Bi" B Zone 1 P A A AOR Zone 2 .A A .A A', A ,. A B B B Zone 2 ..A A, 'RB Zone 3 ILA` . A -A'. 'A B_ � . ��. �B`_: � B� � Zone 3. 1A� B� B B �B B Use this load table for structures which meet the following criteria: Use this load table for structures which meetthe following criteria: Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof less than 7°, 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 & 12:12 max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.05: 24 a 1.0 Snap Lock on 15/32" Plywood FL17796.05: 24 a 1.0 Snag Lock 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 B Zone 1 A A A A A Zone 3 A_ ` A A A. A 8�: B`+ Zone 2 f A= A =A A A.!A':'A. B= B BB Zone 2 r� A A A. .E8 8B Zone 3. ! `4 t ABB tBg B METHOD: A. L, FEMALELEGSNAPS ONTO CLIP KIGKOUT METHOD B FEMALEIPKICKAPS - ONTO,QLIPKICKOUT NR: NO.T.RATED CONSULT DESIGN PROFESSIONAL AS NEEDED RAO Product Approval P USER: Public User ol �r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11602-Rll M Application Type Revision Code Version 2020 u Application Status Approved 60 Comments Archived Product. Manufacturer Address/Phone/Email Owens Corning Roofing and Asphalt, L 24 One Owens Corning. Parkway f�F- Toledo, OH 43645 �5 WrmA. F 0 A (740) 321-6345 Greg. Keeler@owenscorning.Lfr� SoTOD ntl, PLIANCE �19T. Au thorized Signature L� CM COUNTY Keeler Greg Greg.Keeler@owenscorning.com 930CC f (31[2Z Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing' . Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE 03 Validation Checklist - Hardcopy Received Certificate of Independence FL11602 Rll COI 2020 01 COI NIEMINEN.p_df Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D4533 (tear strength) 2015 ASTM D4798 (weathering) 2011 ASTM D4869 (liquid transmission) 2016 ASTM D5035 (tensile) 2011 FRSA/TRI, Sixth Edition 2018 UL1897 2015 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ%3d*/o3d 1/2 3/16/2021 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 12/16/2020 12/17/2020 12/26/2020 02/09/2021 02/12/2021 FL # Model, Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet -type roof underlayments Limits of Use Installation Instructions Approved for use. in HV.HZ: No FL11602 Rll II 2020 12 16 FINAL ER TITANIUM FL11602- Rll.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen 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. FL11602 R11 AE 2070 12 16 FINAL ER TITANIUM FL11602- Rll.pdf Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party: Yes [tack 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 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: https://fioridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ%3d%3d 2/2 En NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT REPORT Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R12. One Owens Corning Parkway FL11602-R11 Toledo, OH 43659 Date of Issuance: 11/03/2008 (740) 321-6345 Revision 12:12/16/2020 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. The products described herein have been evaluated for compliance with the 7t' Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: ',Titanium'" Roof, h dE'f layments` ' 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 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: ��„'i�r".,„ " e Robert J.M. Nieminen P.E. The facsimile seal appearing was authorized by Robert y Florida Registration No. 59166, Florida DCA ANE1983 `;=yr:��; V��C Nieminen, P.E. on 12/16/2020. 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. ©2018 NEMO ETC, LLC (NNEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TitaniumT Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 71h 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:2. Section Property"":. . . Standard,', Year 1504.3.1 Wind resistance UL 1897 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: Examination Reference ERD (TST6049) Various; system tests135520.06.11 06/15/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ERD (TST6049) FRSA/TRI, tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019 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 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 ITS (QUA1673) Quality Control 'Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida BCIS Current 4.1 PRODUCT DESCRIPTION: Product'" IVIa"terialStandard." . f, 'Plant(s) Description 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 NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision12: 12/16/2020 Page 2 of 8 4.2 4.3 4.4 MEMO I etc. Product_f, Material :Stan dard�_ , �i�Plant(s). :_; -. ,- �,<.� ._, ', ;,'Description, 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 lbs./square Exception), R905.1.1.1(5) 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 lbs./square Exception), R905.1.1.1(5) 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 lbs./square Exception), R905.1.1.1(5) 5.1 This is a building code evaluation. Neither NEW 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 TitaniumTM' 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: TABlEI. FCOVEROPiIONS^' FBC,Section: , 1507.2 . , .. . :, , i 150T,.3 � , , I'1507.4 8r1507.5 1507:7 , ; 1507.8 & 1507.9 , _ .. ; Clay and Concrete Tile . ... Asphalt • Metal Panels " Slate or"Slate= Wood Shingles and`• Mechanical Adhesive- Underiayment - Shingles, - and Shingles Type Shingles Shakes. ' , . Attach Yes Yes Titanium PSU-30 Yes Yes Yes Yes Qointstrips, 1507.1.1.3 / (See 5.6.1) R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-plysystem) 2-ply system) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC, LLC Evaluation Report 111980.11.08-R32 Certificate of Authorization #32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII Titanium Roof Underlayments Revision 12: 12/16/2020 Page 3 of 8 ON EMO etc. 5.6.1 Adhesive -set is limited to use of following underlayment /tile -adhesive combinations. "TABLE IA: ALLOWABLE TILE"ADHESIVE f MiDERLAYMENT COMBINATIONS) Underlayrrient" " ` ' `Adhesive Flt' da Product A'pproval'` Titanium PSU-30 Dupont "Tile Bond— Roof Tile Adhesive" FL22525 ICP Adhesives and Sealants "Polyset® AH-160" FL6332 ICP Adhesives and Sealants "Polyset® RTA-1" FL6276 5.7 Allowable Substrates: TABLE 2r SUBSTRATE OPTIONS FOR'ADHERED UNDERLAYMENTS Underlayment Application for Substrates (designed to meet wind '' loadsprotect) . Type Primer Materials) Titanium PSU-30 self -adhering Deck / sheathing (Optional) ASTM D41 Plywood Base sheet None ASTM D226, Type II felt 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 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 = -45 psf: Deck: Min. 15/32-inch 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. 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-R12 Certificate of Authorization #32455 - 1T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII Titanium Roof Underlayments Revision 12: 12/16/2020 Page 4 of 8 NEM01 etc. #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 MechanicallV-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 areANSI/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-R32 Certificate of Authorization #32455 1T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12: 12/16/2020 Page 5 of 8 5.9 (NNEMOJetc. #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 UDL-30. 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. Exposure Limitations: TABLE 3: "EXPOSURE•I IMITATIONS Underlayment: Prepared Roof Cover' InstallationTVpe tMaximum Exposure (days) = Titanium PSU-30 Mechanically attached 180 Adhesive -set tile 30 Titanium UDL-25, Titanium U.DL-30, Titanium UDL-50 Mechanically attached 180 NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 fH EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12: 12/16/2020 Page 6 of 8 O.N EMO etc. 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:. TILESUPPAGE UWAtIONS FOR DIRECT- DECK TILEr INSTALLATIONS Underlayment " Tite:Profile Staging Method Maximum 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 51 Titanium PSU-30 Lugged 5:12 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject tothe Limitations setforth 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,;Ti1tan1um.UDL-30 or Titanium UDL-SM , 6.3.1 Shall be installed incompliance 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 :Titaniuml,.PSU-30: ° u. . 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. NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 1T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12: 12/16/2020 Page 7 of 8 NEMO j etc. 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. itanium 2=Pl y System. System. ' 6.5.1 The Titanium 2-Ply 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. , REQUIREMENTS:7. BUILDING PERMIT ------------ As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 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. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673; (312) 906-7779; maura.norlander@intertek.com - END OF EVALUATION REPORT - -NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 8 of 8