Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTS2/23/2018 Florida Building Code Online BCIS Home I Log In User Registration By St Luelp k N"lint' Product Approval Menu > Product or Application Search > Application FL # Lis > Application Detail Lt FL16048-R6 Application Type Revision 90 Code Version 2017 ST. LUCIE COUNTY BUILDING Application Status Div SION Approved REVIEWED FOR COMPLIANC REVIEWED Y. DATE Comments PLANS AN ERMTT M1 IST MUS BE KEPT Archived N JOB SITE OR NO INSPECTION(S) WILL BE MADE Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tr*ibuiltmater'iaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Pr ofessional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Njeminen Evaluation Report Florida License PE-59166 THESE PLANS AND ALL PROPOSED WORK Quality Assurance Entity UL LLC ARE SUBJECT TO ANY CORRECTIONS Quality Assurance Contract Expiration Date 07/18/2020 REQUIRED BY FIELD INSPECTORS THAT Validated By John W. Knezevich, PE MAY BE NECESSARY IN ORDER TO validation ChecklistCQMPdPYM&T%WdALL APPUCABLE CODES. Certificate of Independence Referenced Standard and Year (of Standard) FL16048 R6 COI 2017 01 COI Nleminen.pdf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL1897 Equivalence of Product Stand"NCEALED FASTENERiS OR AT—,ACHArFN—i S Certified By ARE THE RESPONSIBILrrY OF THE CONTRACTOR OR RECORD Year 2015 2005 2011 2012 2012 FILE COPY https://www.floridabuilding.org/prlpr�_app_dtl.aspx?param--wGEVXQwtDqtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcqVtRhfvMw�/�3d�/�3d 1/2 2/23/2018 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ....... . .. �Mod 1, Number or Name w e Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 11 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.r)d Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on tile systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pd 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FIL 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(l), 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 emalls 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 4SS, F.S., please click here . Product Approval Accepts: FW911 a] FORM K9 M Credit Card Safe hftps://www.floridabuilding.org/prlpr�_app_dtl.aspx?param--wGEVXQwtDqtFPmdYiNDWrwipmtAnR8jv9F!YHTk4FLCxcqVtRhfvMw�/�3d�/�3d 2/2 ERD TRINITY EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6 th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity] ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any 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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6 th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 3. REFERENCES: Kntfty ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTIVI G155 ASTM D1970 FRSA/TRI April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-RI S43530.05.14 S40540.10.14 SC764S.02.IS SC8520.04.15 SC14045.05.17-RI Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp.07/18/2020 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012. 4.3 Tri-Built. Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nierninen, 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 HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 T -ry' RIN i ERD 5.4 TRI-BUILT 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. 5.5 Allowable Roof Covers: '.TABLE1:,,RooF_C vE' 0 R OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment I I I I I I I 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. LE DH DERLAYM KBINATI NSv" AfiLE1A.ALL6WA'BLE",T-i "A " Esm./'UN Ehi(tlb 0 Adhesive Florida Product Approval Underlayments ICP Adhesives PolysetO AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond— FL22525 Tri-Built S/A HT TIJ Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-ft SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Bullt Smooth HT S/A Underlayment applied to: > Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. I Refer to Tile Manufacturer's or Adhesive Manufocturer's Florida Product Approvalfor Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINITYIERD 5.6.3 Bond to Mechanically Attached Base LaVer: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 Ps : Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 ps : Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 osf: Deck: Min, 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be remov'ed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 Dsf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL26048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 4 of 6 TRINITY I ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPIRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TLI Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. -TABUE,2:',TIi'1E SILIPPAGEtIMITATIONS FORDIREcr-DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HTTU Underlayment Lugged C Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certiflcate ofAutharization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 5 of 6 TRINI I y 1 ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, 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 Tri-Built Sand-R SA Shingle Underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU UnderlaVment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANuFAcrURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: LIL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 Certificate ofAuthorization #9503 EDITION (2017) F13C NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof UnderlaVinents, (800) 516-1485 Revision 6:09/25/2017 Page 6 of 6 7-1 a User Registration HotTopics BCIS Home Log In Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search dbprFlorida Product Approval USER: Public User 0-12 0-IN, Product Approval Meng > Product or Application Search > Application Lis > Application Detail FL # FL20484-RI Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/ Phone/Em ai I 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 t�; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, RE. !Z Validation Checklist - Hardcopy Received Certificate of Independence FL20484 RI COI Certificatelndependence.nd Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code 4. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/23/2017 08/28/2017 09/01/2017 12/12/2017 FL * I Model, Number or Nam e Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II Eva I uation ReportC2175 I.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & FL20484 RI AE EvaluationReportC2175 1.Dd 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.2 )e-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB & 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReportC2175 2.pd Approved for� use outside HVHZ: Yes Verified By: Bala Sockalingam RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE Eva I uation ReoortC2175 2.pd spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum concealed fastener roof panel over min 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva lu ationReoortC2 175 3.i)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R1 AE EvaluationReportC2175 3.Ddf and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63" o.c. with structural sealant in 15/32" plywood. 20484.4 Aluminu SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywood deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 III II EvaluationReportC2175 4.pd Approved for use outside HVIHIZ: Yes Verified By: Bala Sockalingam RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and FL20484 RI AE EvaluationReportC2175 4.Dd 78.5 psf at clip spacing of 6" o.c. In 15/32" plywood or 7/16" Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with structural sealant in 15/32" plywood. I20484.5 MasterRIb Min 29 ga., 36" wide through fastened panel over 15/32" thick I I plywood or 7/16" thick OSB I Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Eva I uation ReportC2175 5.odf Approved for use outside HVIHIZ: Yes Verified By: Bala Sockalingam, RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20484 RI AE EvaluationRer)ortC2175 5.pd 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.6 MasterRib I Min 29 ga., 36" wide through fastened panel over 15/32" thick I plywood Limits of Use Installation Instructio Approved for use in HVIHIZ: No FL204 OA RI II Eva luatZsn ReportC2 175 6.1)d Approved for use outside HVIHIZ: Yes Verified By: Bala Sockalingam, RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-88.5 1 Evaluation Reports Other: Uplift'load of 56 psf for Fastening System 1. Uplift load FL20484 R1 AE Evaluation ReportC217 5 6.pd of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 1 20484.7 ML150 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReportC2175 7.Dd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 RI AE EvaluationRer)ortC2175 7,Od D.C. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 1 20484.8 PER or R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick I plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II Evaluation ReDortC2 175 8.Dd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" D.C. FL20484 R1 AE Eva I uation ReDortC2175 8.pdF and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 11 Evaluation ReportC2175 9.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, RE. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ clip spacing of 36" D.C. and FL20484 RI AE EvaluationRer)ortC2175 9.pd 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. E9 F­_,_� Contact Us :: 2601 Blair Stone Road. Tallahassee FIL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida. :: Privacy Statemen :: Accessibility Statement :: Refund Statemen 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(l), 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 emalls 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: EM M 11--ii2l R9 bMw Credit 'Card Safe securftymEr,77 I S. EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-RI ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing, Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Instaflation Details (1 Page) Load Span Table (1 Page) Report -No. C2175-1 Date: 8.23.2017 .." 'I 14 3 9 a 11 11 '704,? 10� �jLl N G144f S E, O�- 0 - 0 FL20484.1-RI C2175-1 8.23.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: .71.0 psf @fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: #10- 15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel flat and rib Test Standards: Roof assembly tested in accordance with UL580-06 'Uplift Resistance of Roof Assemblies' & LTL1897-04 'Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is FL20484.1-Rl C2175-1 8.23.2017 Page 3 of 3 not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 PANEL OVER NEW UNDERLAYMENT ROOF PANEL DETAIL 2 PANEL FASTENER SEE DETAIL 1 SPACING PER ALLOWABLE '4� UPLIFT LOAD TABLE v \\-DECK i i EXISTING UNDERLAYMENT EXISTING SHINGLES ATTACHMENT AND PLYWOOD 15/32' THICK (MIN.) v (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS -MIN. /A- WUUU I%ArttN/JUIW/ TRUSS AT MAX. 24" O.C. #10-15 X 2- LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 1 #10-15 X 2- LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT EXISTING UNDERLAYMENT v (OPTIONAL) DETAIL 2 TYPICAL PANEL INSTALLATION X-SECTION MIN 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32- THICK (MIN.) MIN 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) Lj 0 s Ed a. a.. z § GENERAL NOTES z 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUI LDING CODE (FBC). 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF wol cn PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/`TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. .2; T1 OF UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (psf) Coverage width: 24" 6 . . ........... ..... . . .... 158.1 Panel Fasteners 10 147.2 # 10- 15 hex head screws with 12 136.3 sealed washer 14 121.7 16 1,06.5 Panel fasteners spaced at 12" 18 94.7 o.c. across panel width 20 85.2 through ribs. 77 - .5 ... . ...... 22 ....... . . .. . 24 71.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. 121.6 N Lansing Ave., Suite C Tulsa, Ok 74106 9184925992 %0tM111111 I J"#j' XLINGj o� Vj 14 S S 00 0 LU LLJ O�- PLO 0 S1 ELI 'Z, 3 - -2- Bala Sockalingam, Ph.D., P.E. FL 62240 Florida Building Code Online Page I of 2 "W1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications FBC Staff I BCIS Site Map Links Search i d FM.dzi Product Approval bL USER: Pubilc User r " Product Approval Menu > Application Detail FL # FL5293-1128 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nienninen lindar@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 Technica]QuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2018 Validated By John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received Certificate of Independence FL5293 R28 COI 2018 01 COI NIEMINEN.Dd Referenced Standard and Year (of Standard) Standard YSPE ASTM D6878 2011 FM 4470 2012 FM 4474 2011 TAS 114 2011 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/p�_app_dtl.aspx?param=wGEVXQwtDquwVcULes7wT... 4/10/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r- I Method 1 Option D 02/09/2018 02/10/2018 02/14/2018 04/10/2018 FIL * Model, Number or Name Description 5293.1 EverGuard TPO Single -Ply Roof Single -ply, thermoplastic polyolefin roofing systems Membrane Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL5293 R28 11 2018 01 FINAL Al ER GAF EG TPO FL5293-R28.od Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted In this application Evaluation Reports relates to one specific assembly in the ER Appendix. Refer to FL5293 R28 AE 2018 01 FINAL ER GAF EG the ER Appendix for all systems and associated max. design TPO FL5293-R28 Pdf pressures. 2.) Refer to ER Section 5 for Limits of Use Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FIL 32399 Phone, OSO-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 455.27S(l), 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personall 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 h_qM. Product Approval Accepts: M t we� N F_ H � M Credit Card I Safe http://www.floridabuilding.org/pr/pr_app_Atl.aspx?param=wGEVXQwtDquwVcULes7wT... 4/10/2018 NEMO I etc. Certificate of/luthorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT GAF Evaluation Report 01506.09.05-1129 1 Campus Drive FL5293-R28 Parsippany, NJ 07054 Date of Issuance: 11/09/2005 (800) 766-3411 Revision 29: 01/30/2018 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 product described herein has been evaluated for compliance with the 6 1h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: EverGuardO TPO Single -Ply Roof Membrane Systems 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 documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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 6, plus a 97-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile sea] appearing was authorized by Robert Nieminen, P.E. on 01/30/2018. 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. 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 NEMOJetc. 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. ONEM-0 I etc. ROOFING SYSTEms EVALUATION: 1. SC6PE: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard0l TPO Single -Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the 6th Edition (2017) 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. 1. STANDARDS: Section Prope Standard Year 1504.3.1 Wind FIVI 4474 2011 1504.7 Impact FIVI 4470 2012 1507.13.2 Physical Properties ASTIVI D6878 2011 1523.6.2 Wind TAS114 2011 3. REFERENCES: Kafint Exam Reference Date Exam Reference Date - ACRC (TST4671) TAS114 06-035 10/18/2006 FM App (TST1867) FM 4474 797-08873-267 11/26/2013 ACRC (TST4671) TAS114 07-005 01/17/2007 FM App (TST1867) FM 4474 3G48066 12/13/2013 ACRC (TST4671) TAS114 07-024 03/01/2007 FM App (TST1867) FM 4474 3041749 12/30/2013 ACRC (TST4671) TAS114 07-016 04/19/2007 FM App (TST1867) FM 4474 797-09116-267 01/24/2014 ACRC (TST4671) TAS114 07-017 04/19/2007 FM App (TST1867) FM 4474 797-09234-267 03/11/2014 ACRC (TST4671) TA5114 07-025 05/02/2007 FM App (TST1867) FM 4474 797-09317-267 04/18/2014 ACRC (TST4671) TAS114 07-026 05/03/2007 FM App (TST1867) FM 4474 797-09493-267 05/27/2014 ACRC (TST4671) TAS114 07-027 05/04/2007 FM App (TST1867) FM 4474 797-09495-267 05/27/2014 ACRC (TST4671) TAS114 07-042 08/31/2007 FM App (TST1867) FM 4474 797-09573-267 06/13/2014 ACRC (TST4671) TAS 114 07-043 09/05/2007 FM App (TST1867) FM 4474 797-09497-267 06/23/2014 ACRC (TST4671) TAS 114 07-045 09/06/2007 FM App (TST1867) FM 4474 797-09594-267 06/24/2014 ACRC (TST4671) TAS 114 07-046 09/06/2007 FM App (TST1867) FM 4474 797-09635-267 07/16/2014 ACRC (TST4671) TAS 114 07-048 09/07/2007 FM App (TST1867) FM 4474 797-09892-267 10/30/2014 ACRC (TST4671) TAS 114 07-049 09/10/2007 FM App (TST1867) FM 4474 797-10123-283 12/17/2014 ACRC (TST4671) TAS 114 07-080 01/03/2008 FM App (TST1867) FM 4474 797-10153-267 12/19/2014 ACRC (TST4671) TAS 114 08-022 04/17/2008 FM App (TST1867) FM 4474 797-10210-267 02/05/2015 ACRC (TST4671) TAS 114 08-030 04/05/2008 FM App (TST1867) FM 4474 797-10211-267 02/05/2015 ACRC (TST4671) TAS 114 08-023 04/17/2008 FM App (TST1867) FM 4474 797-10212-267 02/05/2015 ACRC (TST4671) TAS 114 08-033 04/19/2008 FM App (TST1867) FM 4474 797-RR20018 02/23/2015 ACRC (TST4671) TAS 114 08-032 04/1912008 FM App (TST1867) FM 4474 RR200320 04/07/2015 ACRC (TST4671) TAS114 11-004 03/21/2011 FM App (TST1867) FM 4474 RR200321 04/07/2015 ACRC (TST4671) TAS114 11-011 03/24/2011 FM App (TST1867) FM 4474 3055411 04/15/2015 ACRC (TST4671) TAS114 11-012 04/06/2011 FM App (TST1867) FM 4474 3047636 - LTR 06/24/2015 ACRC (TST4671) TAS114 11-013 04/06/2011 FM App (TST1867) FM 4474 RR202913 11/19/2015 ACRC (TST4671) TAS114 11-019 04/08/2011 FM App (TST1867) FM 4474 3053501 01/14/2016 ACRC (TST4671) TA5114 11-020 04/08/2011 FM App (TST1867) FM 4474 3055167 02/10/2016 ACRC (TST4671) TAS114 11-021 04/11/2011 FM App (TST1867) FM 4474 RR204005 04/13/2016 ACRC (TST4671) TAS114 11-040 08/05/2011 FM App (TST1867) FM 4474 RR205159 05/05/2016 ACRC (TST4671) TAS114 11-041 08/05/2011 FM App (TST1867) FM 4474 RR205192 05/09/2016 ACRC (TST4671) TAS114 11-056 09/30/2011 FM App (TST1 * 867) FM 4474 RR205233 06/15/2016 ACRC (TST4671) TAS114 12-008 04/10/2012 FM App (TST1867) FM 4474 RR205946 07/22/2016 ACRC (TST4671) TAS114 12-012 04/23/2012 FM App (TST1867) FM 4474 RR205474 08/31/2016 ACRC (TST4671) TAS114 12-013 04/23/2012 FM App (TST1867) FM 4474 RR206198 09/01/2016 ACRC (TST4671) TAS114 12-014 04/2312012 FM App (TST1867) FM 4474 RR206353 09/07/2016 ACRC (TST4671) TAS114 12-016 04/24/2012 FM App (TST1867) FM 4474 RR206620 09/12/2016 ACRC (TST4671) TAS114 12-019 04/25/2012 FM App (TST1867) FM 4474 RR206351 10/21/2016 ACRC (TST4671) TAS114 12-024 05/09/2012 FM App (TST1867) FM 4474 3055491 12/05/2016 ACRC (TST4671) TAS114 12-025 05/09/2012 FM App (TST1867) FM 4474 3058483 12/09/2016 ACRC (TST4671) TAS114 12-029 05/23/2012 FM App (TST1867) FM 4474 30S6728 LTR 12/23/2016 ACRC (TST4671) TAS114 12-030 05/2312012 FM App (TST1867) FM 4470 3056822 LTR 01/04/2017 ACRC (TST4671) TAS114 11-042-RI 01/27/2012 FM App (TST1867) FM 4474 RR208456 02/13/2017 ACRC (TST4671) TAS114 12-033 08/10/2012 FM App (TST1867) FM 4474 3061218 05/10/2017 ACRC (TST4671) TAS114 12-036 08/13/2012 FM App (TST1867) FM 4474 3061218 LTR 05/16/2017 ACRC (TST4671) TAS114 12-018-RI 01/30/2013 FM App (TST1867) FM 4474 RR209927 06/23/2017 ACRC (TST4671) TAS114 08-022-Rl 01/15/2015 FM App (TST1867) FM 4474 RR210305 07/13/2017 NEMO ETC, LILC Evaluation Report 01506.09.05-1129 Certificate ofAuthorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FIL5293-1128 GAF EverGuardO TPO Single -Ply Roof Membrane Systems Revision 29: 01/30/2018 Page 2 of 6 ONEMO I etc. Exam Reference Date kafty Exam Reference Date ACRC (TST4671) TAS 114 11-056-R2 01/23/2015 IRT(TST7408) TAS 114 02-008 01/18/2002 ACRC (TST4671) TAS 114 16-002 03/04/2016 IRT(TST7408) TAS 114 03-0728 02/17/2004 ATI (TST1558) TAS 114 H-3320.01-109-44 08/10/2017 IRT(TST7408) TAS 114 04-012 02/18/2004 AT] (TST1558) TAS 114 H-3314.01-109-44 08/14/2017 IRT(TST7408) TAS 114 04-019 04/26/2004 ATI (TST1558) TAS 114 H-3315.01-109-44 08/14/2017 PRI (TSTS878) Physicals GAF-373-02-01 10/15/2012 AT[ (TST1558) TAS 114 H-3317.01-109-44 08/14/2017 PRI (TSTS878) FM 4474 GAF-043-02-03 09/16/2013 ATI (TST1558) TAS 114 H-3318.01-109-44 08/14/2017 PRI (TST5878) FM 4474 GAF-043-02-04 09/16/2013 ATI (TST1558) TAS 114 H-0730.01-109-44 08/16/2017 PRI (TSTS878) Physicals GAF-421-02-01 10/22/2013 ERD (TST6049) TAS 114 SC8580.11.15-4 11/09/2015 PRI (TST5878) Physicals GAF-422-02-01 10/22/2013 ERD (TST6049) FM 4474 SC8580.11.15-2 11/18/2015 PRI (TST5878) Physicals GAF-424-02-01 11/11/2013 ERD (TST6049) Criticality SC16505.17 09/22/2017 PRI (TST5878) Physicals GAF-425-02-01 11/11/2013 ERD (TST6049) FM 4474 SC16825.12.17-1 12/31/2017 PRI (TST5878) Physicals GAF-462-02-02 11/18/2013 F-TEC (TST7393) TAS 114 08-050183 06/26/2008 PRI (TST5878) FM 4474 GAF-457-02-02 01/20/2014 F-TEC (TST7393) TAS 114 08-050184 06/26/2008 PRI (TST5878) FM 4474 GAF-457-02-04 01/24/2014 F-TEC (TST7393) TAS 114 08-070133 08/04/2008 PRI (TST5878) FM 4474 GAF-457-02-06 01/24/2014 F-TEC (TST7393) TAS 114 08-050185 10/14/2008 PRI (TST5878) FM 4474 GAF-457-02-07 01/24/2014 F-TEC (TST7393) TAS 114 08-072805 02/16/2009 PRI (TST5878) FM 4474 GAF-457-02-08 01/24/2014 FM App (TST1867) FM 4470 3003617 12/20/1999 PRI (TSTS878) Physicals GAF-423-02-01 01/27/2014 FM App (TST1867) FM 4470 3009026 06/18/2002 PRI (TSTS878) Physicals GAF-426-02-01 01/27/2014 FM App (TST1867) FM 4470 3013861 03/28/2003 PRI (TST5878) Rupture GAF-435-02-01 01/29/2014 FM App (TST1867) FM 4470 3014692 08/05/2003 PRI (TSTS878) FM 4474 GAF-435-02-07 01/29/2014 FM App (TST1867) FM 4470 3014955 01/22/2004 PRI (TST5878) FM 4474 GAF-435-02-08 01/29/2014 FM App (TST1967) FM 4470 3012721 02/11/2004 PRI (TST5878) FM 4474 GAF-435-02-09 01/29/2014 FM App (TST1867) FM 4470 3015029 02/19/2004 PRI (TST5878) FM 4474 GAF-435-02-10 01/29/2014 FM App (TST1867) FM 4470 3015578 03/12/2004 PRI (TST5878) FM 4474 GAF-435-02-11 02/29/2014 FM App (TST1867) FM 4470 3020588 03/24/2004 PRI (TST5878) FM 4474 GAF-506-02-06 03/06/2014 FM App (TST1867) FM 4470 3019881 03/20/2004 PRI (TST5878) FM 4474 GAF-506-02-08 03/06/2014 FM App (TST1867) FM 4470 3016068 04/02/2004 PRI (TST5878) FM 4474 GAF-506-02-20 03/06/2014 FM App (TST1867) FM 4470 3013861 05/21/2004 PRI (TST5878) FIVI 4474 GAF-510-02-02 04/08/2014 FM App (TST1867) FM 4470 3105578 05/12/2004 PRI (TST5878) FM 4474 GAF-51D-02-04 04/08/2014 FM App (TST1867) FM 4470 3014955 01/28/2005 PRI (TST5878) FM 4474 GAF-510-02-05 04/08/2014 FM App (TST1867) FM 4470 3022136 03/17/2005 PRI (TST5878) FM 4474 GAF-511-02-02 04/08/2014 FM App (TST1867) FM 4470 3020681 09/01/2005 PRI (TST5878) FM 4474 GAF-506-02-11 04/14/2014 FM App (TST1867) FM 4470 3024051 03/28/2006 PRI (TST5878) FM 4474 GAF-506-02-12 04/14/2014 FM App (TST1867) FM 4470 797-02093-267 04/26/2006 PRI (TST5878) FM 4474 GAF-506-02-13 04/14/2014 FM App (TST1867) FM 4470 3023458 07/18/2006 PRI (TST5878) FM 4474 GAF-506-02-14 04/14/2014 FM App (TST1867) FM 4470 3028039 09/11/2006 PRI (TST5878) FM 4474 GAF-506-02-01 04/22/2014 FM App (TST1867) FM 4470 3027159 10/03/2006 PRI (TSTS878) FM 4474 GAF-514-02-01 05/12/2014 FM App (TST1867) FM 4470 3026149 02/05/2CO7 PRI (TST5878) FM 4474 GAF-514-02-03 05/12/2014 FM App (TST1867) FM 4470 3026964 07/25/2007 PRI (TST5878) FM 4474 GAF-514-02-04 05/12/2014 FIVI App (TST1867) FM 4470 3028857 11/02/2007 PRI (TSTS878) FM 4474 GAF-514-02-05 05/12/2014 FM App (TST1867) FM 4470 3030199 11/05/2007 PRI (TST5878) FM 4474 GAF-514-02-07 05/12/2014 FM App (TST1867) FM 4470 3030813 11/05/2007 PRI (TST5878) FM 4474 GAF-514-02-08 05/12/2014 FM App (TST1867) FM 4470 3031262 11/30/2007 PRI (TSTS878) FM 4474 GAF-516-02-01 05/13/2014 FM App (TST1867) FM 4470 3030292 02/25/2008 PRI (TST5878) FM 4474 GAF-516-02-03 05/13/2014 FM App (TST1867) FM 4470 797-03825-267 07/21/2008 PRI (TST5878) FM 4474 GAF-516-02-02 06/06/2014 FM App (TST1867) FM 4470 3033314 08/26/2008 PRI (TST5878) FM 4474 GAF-525-02-02 06/23/2014 FM App (TST1867) FM 4470 3034749 10/16/2008 PRI (TST5878) FIVI 4474 GAF-525-02-03 06/23/2014 FM App (TST1867) FM 4470 3032856 11/24/2008 PRI (TSTS878) FM 4474 GAF-462-02-09 07/01/2014 FM App (TST1867) FM 4470 3033135 11/24/2008 PRI (TST5878) FM 4474 GAF-462-02-10 07/01/2014 FM App (TST1867) FM 4470 3033862 12/24/2008 PRI (TST5878) FIVI 4474 GAF-462-02-11 07/01/2014 FM App (TST1867) FM 4470 3034394 02/27/2009 PRI (TST5878) FM 4474 GAF-524-02-02 07/01/2014 FM App (TST1867) FM 4470 3033121 04/13/2009 PRI (TST5878) FM 4474 GAF-524-02-03 07/01/2014 FM App (TST1867) FM 4470 3035300 05/06/2009 PRI (TST5878) FM 4474 GAF-524-02-05 07/01/2014 FM App (TST1867) FM 4470 3036614 06/09/2009 PRI (TST5878) FM 4474 GAF-540-02-02 08/06/2014 FM App (TST1867) FM 4470 3034310 06/15/2009 PRI (TST5878) FM 4474 GAF-540-02-03 08/06/2014 FM App (TST1867) FM 4470 3036141 08/10/2009 PRI (TST5878) FM 4474 GAF-540-02-04 08/06/2014 FM App (TST1867) FM 4470 3037820 04/30/2010 PRI (TST5878) FM 4474 GAF-538-02-02 08/13/2014 FM App (TST1867) FM 4470 797-059797-267 08/18/2010 PRI (TST5878) FM 4474 GAF-538-02-03 08/13/2014 FM App (TST1867) FM 4470 3038215 09/02/2010 PRI (TST5878) FIVI 4474 GAF-532-02-01 08/22/2014 FM App (TST1867) FM 4470 797-06003-267 11/11/2010 PRI (TST5878) FM 4474 GAF-524-02-05 08/27/2014 FM App (TST1867) FM 4470 3038318 12/10/2010 PRI (TST5878) FM 4474 GAF-549-02-01 08/08/2014 FM App (TST1867) FM 4470 797-06178-267 02/07/2011 PRI (TST5878) FM 4474 GAF-538-02-04 09/02/2014 FM App (TST1867) FM 4470 3040234 02/23/2011 PRI (TST5878) FM 4474 GAF-559-02-11 10/16/2014 FM App (TST1867) FM 4470 3040377 03/08/2011 PRI (TSTS878) FM 4474 GAF-559-02-12 10/16/2014 FM App (TST1867) FM 4470 3041685 03/24/2011 PRI (TST5878) FM 4474 GAF-559-02-13 10/16/2014 FM App (TST1867) FM 4470 797-06254-267 03/24/2011 PRI (TST5878) FM 4474 GAF-559-02-14 10/16/2014 FM App (TST1867) I'M 4470 3041535 06/08/2011 PRI (TST5878) FM 4474 GAF-559-02-15 10/16/2014 FM App (TST1867) FM 4470 797-06537-267 06/13/2011 PRI (TST5878) FM 4474 GAF-559-02-16 10/16/2014 FM App (TST1867) FM 4470 797-06538-267 06/13/2011 PRI (TST5878) FM 4474 GAF-559-02-18 10/16/2014 NEMO ETC, LLC Evaluation Report 01506.09.05-R29 Certificate ofAuthorization #32455 EDITION (2017) FBC NON-HVHZ EVAWATION FL5293-R28 GAF EverGuard" TPO Single -Ply Roof Membrane Systems Revision 29- 01/30/2018 Page 3 of 6 NNEMO I etc. Ex6rn Referenc'er , Date Exam Reference Date I'M App (TST1867) I'M 4470 3041746 08/27/2011 PRI (TSTS878) I'M 4474 GAF-538-02-05 12/03/2014 Fly! App (TST1867) I'M 4470 797-06894-267 11/02/2011 PRI (TST5878) Physicals GAF-584-02-01 12/07/2015 FM App (TST1867) I'M 4470 3038278 11/18/2011 PRI (TST5878) Physicals GAF-585-02-01 12/07/2015 FM App (TST1867) FM 4470 3042905 01/10/2012 PRI (TSTS878) Physicals GAF-586-02-01 12/07/2015 FM App (TST1867) Fly! 4470 797-07041-267 02/27/2012 PRI (TSTS878) FIVI 4474 GAF-453-02-05 05/06/2016 FM App (TST1867) FIVI 4470 797-07183-267 03/01/2012 PRI (TST5878) FM 4474 GAF-453-02-09 05/06/2016 FIVI App (TST1867) Fly! 4470 3044SO6 03/28/2012 PRI (TST5878) Physicals GAF-653-02-01 10/20/2016 I'M App (TST1867) FM 4470 797-07331-267 04/13/2012 PRI (TST5878) FM 4474 GAF-653-02-04 10/20/2016 FM App (TST1867) FM 4470 3044862 05/11/2012 PRI (TST5878) FM 4474 GAF-746-02-01 12/14/2016 I'M App (TST1867) FM 4470 797-07455-267 05/31/2012 PRI (TSTS878) FM 4474 GAF-746-02-02 12/14/2016 Fly! App (TST1867) Fly! 4470 797-07474-267 06/11/2012 PRI (TST5878) FM 4474 GAF-746-02-05 12/14/2016 I'M App (TST1867) FIVI 4470 797-07476-267 06/21/2012 PRI (TST5878) FIVI 4474 GAF-746-02-06 12/14/2016 FM App (TST1867) FM 4470 3045789 07/12/2012 PRI (TSTS878) I'M 4470 GAF-755-02-01 02/02/2017 FM App (TST1867) FM 4470 3045863 08/16/2012 PRI (TST5878) I'M 4474 GAF-755-02-02 02/02/2017 FM App (TST1867) FM 4470 3041749 08/23/2012 PRI (TSTS878) FM 4474 GAF-755-02-03 02/02/2017 FM App (TST1867) FIVI 4470 3046328 09/13/2012 PRI (TSTS878) FIVI 4474 GAF-755-02-04 02/02/2017 FIVI App (TST1867) FM 4470 3041769 09/27/2012 PRI (TSTS878) Physicals GAF-700-02-01 03/10/2017 FIVI App (TST1867) FM 4470 797-07744-267 10/17/2012 PRI (TST5878) FM 4474 GAF-782-02-02 08/30/2017 FM App (TST1867) FM 4470 797-07885-267 11/21/2012 PRI (TST5878) FM 4474 GAF-776-02-02 10/04/2017 FM App (TST1867) FM 4470 3046054 12/21/2012 PRI (TST5878) Criticality GAF-793-02-01 12/08/2017 FM App (TST1867) FM 4470 797-08216-267 04/1V2013 PRI (TST5878) I'M 4474 GAF-793-02-02 12/08/2017 I'M App (TST1867) FM 4470 3048122 04/29/2013 PRI (TST5878) FM 4474 GAF-793-02-04 12/08/2017 I'M App (TST1867) FM 4470 797-08217-267 05/01/2013 UL,LLC(QUA9625) QA Inspect, R1306 (TX) 10/20/2016 FM App (TST1867) FM 4470 797-08264-267 05/23/2013 UL,LLC(QUA9625) CA Inspect, R1306 (IN) 10/27/2016 I'M App (TST1867) I'M 4470 3047237 07/15/2013 UL,LLC(QUA9625) CA Inspect, R1306 (MA) 10/18/2016 I'M App (TST1867) I'M 4470 3047636 08/08/2013 ULLLC(QUA9625) CA Inspect, R1306 (UT) 12/01/2016 This Evaluation Report covers EverGuard' TPO Single -Ply Roof Membrane Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. 4.1 EverGuard TPO membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. w.�Ev7er,G�u;Fr,d:—.rxt--rint6i Cmp'biffi-� im�raaesi_aCWo min a I 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.3 EverGuard' TPO FB Ultra membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.4 EverGuard Extremeo TPO FB Ultra membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80- mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.5 EverGuard Freed OMTm TPO HW and EverGuardO Freedomy" TPO with RapidSeamy'4 Technology membranes are nominal 45-mil (1.1 mm) or 60-mil (1.52-mm) thick, internally reinforced thermoplastic (TPO) roof covers with a self - adhering backing. EverGuard" FreeclorrIT" TPO HW laps are sealed using hot air welding. EverGuarclO Freedo MW TPO with RapidSea MT' Technology laps are self -adhering. The roof cover is self -adhered to Approved substrates. NEMO ETC, LLC Evaluation Report 01506.09.05-1129 Certificate ofAuthorization #32455 6TH EDITION (2017) IFEIC NON-HVHZ EVALUATION FL5293-R28 GAF EverGuardO TPO Single -Ply Roof Membrane Systems Revision 29: 01/30/2018 Page 4 of 6 ONEMO I etc. 5.1 This is a building code evaluation. Neither NEW I etc. 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 HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, 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 (January 2016) for Zone 2/3 enhancements. 5.8 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. 5.9 For mechanically attached insulation or membrane 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 and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 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-S2 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 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. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(l), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 614320-3. NEMO ETC, LLC Evaluation Report 01506.09.05-1129 Certificate ofAuthorization #32455 EDITION (2017) FBC NON-HVHZ EVALUATION FL5293-R28 GAF EverGuardO TPb Single -Ply Roof Membrane Systems Revision 29: 01130/2018 Page 5 of 6 ONEMOletc. 6.1 EverGuard" TPO Single -Ply Roof Membrane Systems shall be installed in accordance with GAF published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 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 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8.% MANUFACTURING PLANTS: Contact named QA entity for details on manufacturing facilities covered for QA under F.A.C. Rule 61G20-3 requirements. UL, LLC — QUA9625; (847) 664-3281; k.chancellor@ul.com - THE 97-PAGES THA T FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.09.05-R29 Certificate ofAuthorization #32455 EDITION (2017) FBC NON-HVHZ EVALUATION FL5293-R28 GAF EverGuardO TPO Single -Ply Roof Membrane Systems Revision 29: 01/30/2018 Page 6 of 6 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-8 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover §-10 1D Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10 1E Wood New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 11-12 1F Wood New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover 13 113 Wood New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 14 1H Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 14 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insula6ion, �Bon ed—R—oof-Co—ver 18 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-24 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply 25 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 26-27 2E Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 28-39 2F Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply 40 2G Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover 41-45 2H Steel or Structural concrete New, Reroof (Tear -off) or Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 46-48 21 Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 49-50 2.1 Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 50 3A Structural concrete New or Reroof (Tea r-Off) A-1 Bonded Insulation, Bonded Roof Cover 51-61 3B Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 61 3B Structural concrete New or Reroof (Tea r-Off) F Non -Insulated, Bonded Roof Cover 61 4A LWIC New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 62-63 4B LWIC New or Reroof [Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 4C LWIC New or Reroof (Tear Off) E Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 65-66 4D LWIC New or Reroof (Tear Off) F Non -Insulated, Bonded Roof Cover 67-69 SA CWF New or Reroof [Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 70 5B CWF New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 71 5C CWF New, Reroof (Tear -off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 71 SA Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 72-73 6B Gypsum Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 74 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 74-76 6D Gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 77 6E Gypsum Reroof (Tear -Off) E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 78 6F Gypsum Reroof (Tea r-Off) F Non -Insulated, Bonded Roof Cover 78 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 79-93 713 Wood or Steel Recover C-2 Plate -Bonded Roof Cover 94-95 X Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 96 7D Various Recover F Non -Insulated, Bonded Roof Cover 97 NEMO ETC, U.0 Evaluation Report 01506.09.05-1129 for F1.5293-1328 Certificate of Authorization #32455 6 th Edition (2017) FBC NON-HVHZ EVALUATION Revision 29: 01/30/2018 Prepared by: Robert Nieminen, PE-59166 GAF EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 1 of 97 ONEMO I etc. The following notes apply to the systems outlined herein: 1. The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: > Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or brill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 35. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. > Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. > Structural Concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 3S. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the CIA requirements of F.A.C. Rule 6IG20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of polystyrene insulation in EverGuardO roofing systems: Insiula­tIon: High Traffli AODIlcations.-, Recover ApplicatioLls: > Expanded polystyrene (EPS) meeting or exceeding ASTM C578, Type > Extruded polystyrene (XPS) meeting or exceeding ASTM C578, Type > XPS Fan -Fold Recover Board with plastic facer meeting or exceeding 11, nominal 1.5 Ib/ft2 density and minimum 15 psi compressive IV, minimum 1-inch thick and minimum 25 psi compressive strength. ASTIVI C578, Type IV, 3/8-inch thick and minimum 25 psi compressive strength. > Expanded polystyrene (EPS) with plastic facer meeting or exceeding strength. > Expanded polystyrene (EPS) with plastic facer meeting or exceeding ASTM C578, Type IX, minimum 1-inch thick and minimum 25 psi > EPS Recover Board meeting or exceeding ASTM C578, Type IV, 1/2- ASTM C578, Type 11, nominal 1.5 lb/ft2 density and minimum 15 psi compressive strength. inch thick and minimum 25 psi compressive strength. compressive strength. > EPS Recover Board with plastic facer meeting or exceeding ASTM C578, Type 11, 1/2-inch thick and minimum 15 psi compressive strength. TOPCOAT' FireOut" Fire Barrier Coating, VersaShieldO Fire -Resistant Roof Deck Protection or VersaShield' Solo- Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non-loa d-bea ring, fire -barrier / slip -sheet component within any system outlined herein. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete (LWIC) may be substituted for or installed below the rigid insulation board for System Type C-1 (mechanically attached Insulation, bonded roof cover), System Type C-2 (plate -bonded roof cover) or System Type D (mechanically attached membrane), whereby the insulation or membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. For Type C-1, the top insulation layer shall be that specified in the applicable Table. For Type C-2 or D if the LWIC is installed below, the rigid insulation board may consist of min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polylso Insulation, EnergyGuard NH Ultra Polylso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation, EnergyGuard NH HD Plus Polyiso Insulation, EnergyGuard RH HD Polyiso Insulation orStructodek High Density Fiberboard Roof Insulation or min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board or Dens Deck. The structural deck shall be of equal orgreater type, thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-relatated issues, such as deckventing or moisture levels within the LWIC and the potential effect on overlying components. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturet's published instructions. > Hot Asphalt (HA): Full mopping, 25-30 lbs/square. > GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. > LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. > OlyBond Adhesive Fastener (Classic): Full coverage, I gal/square. > OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. using PaceCart, SpotShot or Canister delivery methods. Note: OlyBond Classic or OlyBond 500 Green may be used in place of OlyBond.500 when used to bond insulation or coverboards. > Note: When multiple layers(s) of insulation andlor coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. NEMO ETC, LLC Evaluation Report 01506.09.05-1129 for FL5293-RZ8 Certificate of Authorization #32455 6th Edition (2017) FBC NON-HVHZ EVALUATION Revision 29: 01/30/2018 Prepared by; Robert Nieminen, PE-59166 GAF EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 2 of 97 *NEM01etc. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. > Hot Asphalt (HA): MOP = -240.0 psf (Min. 0.5-inch thick) > GAF 2-Part Roofing Adhesive (GAF 2-Part): MOP -117.5 psf (Min. 1.0-Inch thick) > LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) > OlyBond 500 (013500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) > OlyBond 500 (OB500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) > OlyBond 500 (OB500): MDP = -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 8. Bonded polylsocya nu rate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria, Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, 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 (January 2016) for Zone 2/3 enhancements. 10. 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, and no rational analysis is permitted. 11. For mechanically attached components over existing 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 and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) 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 ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type C-2 or any System Type D, the insulation is optional. Alternatively, a separator board maybe installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. > Separator Board Options for Recover System Type C-2 or System Type D: Min. 0.5-inch EnergyGuard Polylso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polylso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polylso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board orSECUROCK Glass - Mat Roof Board. > Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/yd 2) or EverGuard Polymat Cushioning Layer (6 oz/yd 2). 15. Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top- coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6th Edition (2017) FBC NON-HVHZ EVALUATION GAF EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Evaluation Report 01506.09.05-1129 for FL5293-R28 Revision 29:01/30/2018 Appendix 1, Page 3 of 97 N.NEMOjetc. TABLE 11: WOOD DECKS - NE I W CONSTRUCTION , REROOF (TEA'R-OFF) OR RECOVER SYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOT COVER System Deck Base Sheet Roof Co7er (Note 16) MDP No. (Note'l) Base 0a . steners Attach Base Cap (PSO SELF -ADHERING ROOF COVER: Min. 19/32-inch GAF StormSafe Anchor Sheet (Max. 32 ga-1-5/8-inch diameter.ti h .§:!Kcli'&:-E-at.-min-4-inch�lap--.-�--� EverGuard-_ 9-ii -*01 &� -at-,thaX:!----,40:inctf-,w-ide-or-'i-ap-p-e�a-io-p�r'o' :1�1j�.-__�nnular- 4ha'n-k'naild�'ica? 'ring -(664 or and 9-IncK -oc. attwo,-equa ly- -450 2 -�7riiai-x-36-Fn-ct&wiae-�a�—Cc�-ia�s- pacing) reroof only; no recover) spaced, staggered center rows Min. 15/32-inch GAF StormSafe Anchor Sheet (Max. 32 ga., 1-5/8-inch diameter tin caps with 6-inch o.c. at min. 4-inch lap EverGuard W-60. plywood; 24" 48-inch wide) 12 ga. x 1.25-Inch annular ring shank and 6-inch o.c. at two, equally None Freedom TPO -45.0* spans nails (new or reroof only; no recover) spaced, staggered center rows W-61. Min. 15/32-inch plywood; 24" GAF StormSafe Anchor Sheet (Max. Drill-Tec #14 Fastener with Drill-Tec 3 in. 18-Inch o.c. at min. 4-inch lap and 18-inch o.c. at two, equally None EverGuard -45.0* spans 48-inch wide) Ribbed Galvalume Plate (Flat) spaced, staggered center rows Freedom TPO W-62. Min. 19/32-inch plywood; 24" GAF StormSafe Anchor Sheet (Max. Drill-Tec #14 Fastener with Drill-Tec 3 in. 8-inch o.c. at min. 4-inch lap and 8-inch o.c. at two, equally None EverGuard -67.5* . spans 48-Inch wide) Ribbed Galvalume Plate (Flat) spaced, staggered center rows Freedom TPO Min. 19/32-inch GAF StormSafe Anchor Sheet (Max. Drill-Tec,#12 or #14 Fastener with Drill- 8-inch o.c. at min. 4-inch lap EverGuard W-63. ,,, d p ywoo at max. 40-inch wide or lapped to produce Tec 3" Steel Plates or Drill-Tec 3 in. and 8-Inch o.c. at three, equally None Freedom TPO -105.0* 24"spans max. 36-inch wide lap -to -lap spacing) Ribbed Galvalume Plate (Flat) spaced, staggered center rows SYSTEM: GAFGLAS #75 Base Sheet, Tri-Ply #75 (Optional) One or two plies Ruberoid 20 Min. 15/32-inch Base Sheet, GAFGLAS #80 Ultima 32 ga., 1-5/8-inch dia. tin caps with 12 8-inch o.c. at min. 4-inch laps Smooth, Ruberoid Mop Smooth, Ruberold Mop EverGuard TPO FB W-64. plywood at max. Base Sheet, GAFGLAS Stratavent ga. annular ring shank nails (new or and 8-inch o.c. in two, equally Smooth 1.5 or Ruberoid Mop Plus Smooth in Ultra in hot -45.0 24-inch span Nailable Venting Base Sheet, reroof only; no recover) spaced, staggered center rows hot asphalt or Ruberold HW 25 Smooth or apshalt Ruberoid 20 Smooth Ruberold HW Smooth, torch -applied (Optional) One or two plies Ruberoid 20 Min. 19/32-Inch GAFGLAS H80 Ultima Base Sheet, 32 ga., 1-5/8-inch dia. tin caps with 12 9-Inch o.c. at min. 4-inch laps Smooth, Ruberoid Mop Smooth, Ruberold Mop EverGuard TPO FB W-65. plywood at max. GAFGLAS Stratavent Nallable Venting ga. annular ring shank nails (new or and 9-inch o.c. in two, equally Smooth 1.5 or Ruberoid Mop Plus Smooth in Ultra in hot -45.0 24-Inch span Base Sheet, Ruberoid 20 Smooth reroof only; no recover) spaced, staggered center rows hot asphalt or Ruberoid HW 25 Smooth or apshalt I Ruberoid HW Smooth, torch -applied GAFGLAS #75 Base Sheet, Tri-Ply #75 (Optional) One or two plies Ruberold 20 Min. 15/32-Inch Base Sheet, GAFGLAS #80 Ultima 32 ga., 1-5/8-inch dia. tin caps with 12 6-inch o.c. at min. 4-Inch laps Smooth, Ruberoid Mop Smooth, Ruberoid Mop EverGuard TPO FB W-66. plywood at max. Base Sheet, GAFGLAS Stratavent ga. annular ring shank nails (new or and 6-inch o.c. in two, equally Smooth 1.5 or Ruberold Mop Plus Smooth in Ultra in hot -52.5 24-inch span Nailable Venting Base Sheet, reroof only; no recover) spaced, staggered center rows hot asphalt or Ruberoid HW 25 Smooth or apshalt Ruberoid 20 Smooth Ruberoid HW Smooth, torch -applied GAFGLAS #75 Base Sheet, Tri-Ply #75 (Optional) One or two plies Ruberold 20 Min. 15/32-inch Base Sheet, GAFGLAS #80 Ultima 16-inch o.c. at 4-inch laps and Smooth, Ruberoid Mop Smooth, Ruberoid Mop EverGuard TPO FB W-67. plywood at max. Base Sheet, GAFGLAS Stratavent Note 2 (#14 ONLY) 16-inch o.c. in two, equally Smooth 1.5 or Ruberold Mop Plus Smooth in Ultra In hot -52.5 24-inch span Nallable Venting Base Sheet, spaced, staggered center rows hot asphalt or Ruberold HW 25 Smooth or apshalt I Ru6eroid 20 Smooth I Ruberoid HW Smooth, torch -applied I I NEMO ETC, LLC Evaluation Report 01506.09.05-R29 for FL5293-1128 Certificate of Authorization #32455 6th Edition (2017) FBC NON-HVHZ EVALUATION Revision 29: 01/30/2018 Prepared by: Robert Nleminen,PE-59166 GAF EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 15 of 97