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RF-19-2470Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:11/06/2019 Location Address Parcel Number 122 NE 101ST ST, Miami Shores, FL 33138 1132060132010 Contacts Permit No.: RF -10-19-2470 Permit Type: Roof Work Clossifrcation: Flat Permit Status: Awed Expiration: 05/04/2020 Description: RE -ROOF TPO FLAT Valuation: $ 5,000.00 Inspection Requests: 762-4949 Total Sq Feet: 500.00 11 1 Fees ANDREW STEFANICK Owner 122 101 ST, MIAMI SHORES, FL 33138 Other: 3053184094 ISAACS ROOFING & INSULATION CORP Contractor ALAIN GONZALEZ 17225 S DIXIE HWY SUITE 200, MIAMI, FL 33157 Business: 3052345234 INFO@ISAACSROOFING.COM Other: 7862779756 $50.00 CCF $3.00 Description: RE -ROOF TPO FLAT Valuation: $ 5,000.00 Inspection Requests: 762-4949 Total Sq Feet: 500.00 11 1 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.00 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $275.50 Payments Date Paid Amt Paid Total Fees $275.50 Credit Card 11/06/2019 $275.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above name�;oatLractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 06, 2019 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 11/06/2019 Location Address Parcel Number 122 NE 101ST ST, Miami Shores, FL 33138 1132060132010 Contacts Permit NO.: RF -10-19-2470 Permit Type: Roof Work Classification: Aat Permit Stairs: Approved Expiration: 05/04/2020 Description: RE -ROOF TPO FLAT Valuation: $ 5,000.00 Inspection Requests: 305-762-4949 Total Scl Feet: 500.00 Fees ANDREW STEFANICK Owner 122 101 ST, MIAMI SHORES, FL 33138 Other: 3053184094 ISAACS ROOFING & INSULATION CORP Contractor ALAIN GONZALEZ 17225 S DIXIE HWY SUITE 200, MIAMI, FL 33157 Business: 3052345234 INFO@ISAACSROOFING.COM Other: 7862779756 $50.00 CCF $3.00 Description: RE -ROOF TPO FLAT Valuation: $ 5,000.00 Inspection Requests: 305-762-4949 Total Scl Feet: 500.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.00 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $275.50 Applicant Copy Payments Date Paid Amt Paid Total Fees $275.50 Credit Card 11/06/2019 $275.50 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at haps://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. November 06, 2019 Page 1 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ROOFING ENTERED OCT 17 019 AIX's FBC 201"1 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP l \ CONTRACTOR DRAWINGS JOB ADDRESS: N o SA City: Miami Shores CO -County: Miami Dade Zip: Folio/Parcel#: 11 .-326ca - O2t) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): AVAI-eLk� 6 Y�Ooo\ C \L Phone#: '-`�, Li C L( Address: 1.7z_ I o \ City: V V U" t Tenant/Lessee Name: State: '�_C-- Zip: 33 \ 3 Phone#: Email: cc JJ CONTRACTOR: Company Name: Phone#;�- 23" —5231- Address: G25 �� 2 Cit State: _�L Zip: 1 Qualifier Name: Phone#: -7 6 C., -2-7 q1S(=' State Certification or Registration #: C G. c: 12,SS Cv Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $yA Square/Linear Footage of Work: '4SC)() Type of Work: ❑ Addition ❑ Alteration❑ New � Repair/Replace ❑ Demolition Description of Work: y of ?-�- ? c 1 rI C4 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised 02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ S201 TOTAL FEE NOW DUE $� �' So Bonding-Coiv�pany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 0 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reipspection fee will be charged. it/ ElK or AGENT The foregoing instrumentwas `acknowledged before me this nn� day of V V► 20 to( by who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign Print: Seal: JEN'NIFER FADUL Notary Prblic — Sta'e o` Flonra .* �` = Commission K` GG'?1So2 My Comm. Expirs J n 2 2C2 41 Bonded;hroacr,Na:mra �,c:;^: APPROVED BY (Revised02/24/2014) Signature = - CONTRACTOR The foregoing instrument was acknowledged before me this da of , 20 [' by G��ZGc�.-Lf� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal:: "= -;" • JENNIFER -r,DUL Notary Public - Sta?e of Florida .� r �c Comm{ssloc GG 171862 Comm. Expires Jon 2 2022 My sonced:nrojah Na:,c_^,o` -,Asn. Plans Examiner Structural Review ******************** Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: d 10050 NE 2nd Ave Miami Shores, F Re: Owner's Name: Property Address: V Roofing Permit Number: Dear Building Official: �1 I i E V -e �%y C �— certify that I am not required to retrofit the roof to wall connections of my builtli because: dfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attachp roof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of he uth Florida Building Code (1994 SFBC) Sig (PriWName State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Iq day of �kf20 1 q, Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 JENNIFER FADUL Notar,) Public — State of Florida con -mission w GG 171002 Expires !an 2.2022 --., N1v Comm. goneed :nro.:c r N5:icna No2'� Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Section A/B RECEIVED OCT 1 2016 G 0 (Ge rallnformation) �pT Master Permit No: Process No: C04q Contractor's Name: I Isaacs Roofing Job Address: 122 NE 101 ST Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood ShiagleslShakes 0000 ❑ Sprayed Polyurethane Foam ❑ Other: . • • • • ...... .... ...... Roof Type •'•"' • .... ...... ❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ MaintenartcV • *0000 ••.. ...... . Are there Gas Vent Stacks located on the roof? El Yes 0 N If yes, what typV • S* Natural Q LPGX..... Roof System Information • .... Low slope roof area (ft.Z) 500 Steep Sloped area (ft.z) Total (ft.Z) 1900. • • Section B (Roof Plan) • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): = KC 25 Section C2 SECTION 1525 HVHZ Uniform Permit Application FBC-2017 6th edition Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 HVHZ, FBC. GAF 060 over S, mechanically fas with #14 and XH plates I 3x3 TPO drip 10' Mean Roof Height _ _ ft. file:///Cl/Documents%20and%20Settings/sky/Desktop/rootlo20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM 0000.. 0000.. 0000.. 0000 0000. 0000.. 0000.. 0000.. .000.0 .. 0000 0000.. 0000 0000.. 0000 • 0000.. 0000 0000.. ... . 0000 .. 0000.. Parapet Null Heigbt 10' Mean Roof Height _ _ ft. file:///Cl/Documents%20and%20Settings/sky/Desktop/rootlo20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM 0000.. 0000.. 0000.. 0000 0000. 0000.. 0000.. 0000.. Section C SECTION 1525 HVHZ Uniform Permit Application FBC-2017 6th edition Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Top Ply: n/a Product Approval (NOA): fl16730r20 System Type: w -56 Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: n/a (P1) Field: -49.1 psf Surfacing: I n/a SINGLE PLY MEMBRANE: (P2) Perimeters: -82 4 psf (P3) Corners: '124 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 1/8 " :12 Roof Mean Height: 35 ft. Parapet Walls: ❑ No Yes Parapet wall Height: O ft. Deck Type: -1" x 6" T & G -- Support Spacing: n/a " o/c Alternate Deck Type: I n/a Existing Roof: n/a Fire Barrier: SOLO Vapor Barrier: n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener/ Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a Single Ply Manufacturer / Type: GAF 060 Single Ply Sheet Width: 55 " 1/2 Sheet Width: ® " No. of Single Ply 1/2 sheets: = • • ;""' Single Ply Membrane Fastening / Bonding*MateAal: • • + • •' ••.• #14 screws and XHD plates • ' ' •' • • • ❑ FASTENER SPACING FOR BASESHtWATTAC"01. • • •••• • ❑� SINGLE PLY MEMBRANE ATTAC!t1 iaj• ••••• • • • • •• 1. Field: El _o/c @ Laps &E:1 rco•• . g " o/c •••••• • • 1 • o =: p(p; . 2. Perimeter: 30 " o/c @ Laps & rows • • • • • • • 3. Corner: F30 " o/c @ Laps & rows 1F7 • • • • •••• NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: El 2. Perimeter: El 3. Comer: Na Insulation Fastener Type n/a WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: -Galvanized Metal-- __.. _ Edge Size: -SELECT EDGE METAL WEIGHT OR THICKNESS -- Hook Strip Size: I --METAL EDGE HOOK STRIP N/A— Edge Metal Attachment: Coping Material: I --Galvanized Metal -- Coping Size: --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --COPING METAL HOOK STRIP N/A— Parapet Coping Metal Attachment: n/a . MIAMI - 'Delivering Excellence Every Day" MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to ,xplain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed is pa of the agreement between the owner and the contractor. :"'•• 0000 2. Renailing wood decks: When replacing roofing, the existing wood roofOWk may e to be...:. re ed in accordance with the current provisions of Chapter 16 (High Velocity HuT9I9S99�9 e Zone.s of the.11ola uCode. (The roof deck is usually concealed prior to removing the existing roe€ysterij ..,,, 0.900. ... . 99%60 '3. Common roofs: Common roofs are those which have no visible delineation �etweeri neighbormp run (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the rOWi contractpr and/or'. 0000.. 0000.. owner should notify the occupants of adjacent units of roofing work to be performell. .. 0000.. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the rL4;d king can be V mm below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may �a e water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural listress and may require the review of a professional structural engineer. Ponding may shorten the life ,xpectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofin s stem is removed. Ponding conditions should be corrected. -46. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if Dverflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 4or7. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Dwner's/Agent's Signature: 71 Date: contractor's Signature: E Permit Number: Property Address: I Z.Z. G ` i�ON-V k 5 Florida Building Code Online Florida Building Code Online Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I SCIS Ste Map I Links i Search F lila 00�;-m Product Approval USER: Public User L Product Approval Menu > Product or Application Search > Application List > Application Detai FL # FL16730-R20 Application Type Revision Code Version 2017 Application Status Approved Comments • • Archived t ; �•� • •••••• •••••• •••• •••••• Product Manufacturer GAF • Address/Phone/Email 1 Campus Drive • • • • • Parisppany, NJ 07054 • • • • • • • • • (800) 766-3411 0000 • 0 0 • • mstieh@gaf.com ••�•�� •�••• •• •• •• •••••• Authorized Signature Robert Nieminen • • • • • • • Ireith@nemoetc.com • • • Technical Representative William Broussard •. • ; • • • • • • Address/Phone/Email 1 Campus Drive • • • Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@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 i ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/17/2021 Validated By John W. Knezevich, PE I✓ Validation Checklist - Hardcopy Received Certificate of Independence FL16730 R20 COI 2019 01 COI NIEMINEN.2df Referenced Standard and Year (of Standard) Standard Year TAS 114 2011 TAS 131 1995 Equivalence of Product Standards Certified By Sections from the Code 1 of 2 1 of 2 1 of 2 Florida Building Code Online Florida Building Code Online Florida Building Code Online ti Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 02/19/2019 02/19/2019 03/02/2019 04/16/2019 04/17/2019 Summa of ucts FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems Systems Limits of Use • • • • • • Installation Instructions • • • • Approved for use in HVHZ: Yes FL16730 R20 II 2019 02 iZ6at FQ ER GAF-" Approved for use outside HVHZ: No TPO HVHZ FL16730-R20.p • • Impact Resistant: N/A Verified By: Robert Nieminen 7TZI)T66 0000 ••• • Design Pressure: +N/A/ -502.5 Created by Independent Thlt(? P&t%j6 Yes • • Other: 1.) The design pressure herein pertains to one Evaluation Reports • • • • . • • • system. Refer to ER Appendix for all systems and maximum FL16730 R20 AE 2019 02•F•INAL E�•: • design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ FL16730-R20.odf • • Created by Independent ThIM f W, Yes • • • • • • • • •• •• •• •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • • • The State of Florida is an WEED 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 mai. 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 f they have one. The emacs 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 pubic. To determine if you are a licensee under Chapter 455, F.S., please click bug_ Product Approval Accepts: ®®® - M Credit Card Safe 2of2 2of2 2of2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 1W Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY GAF 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 Evaluation Report 01506.12.13-1-R21 FL16730-1120 Date of Issuance: 12/17/2013 Revision 21: 02f118/2019 .0000• • ••00• SCOPE: �••• 0 0 0 0 0 ' 0 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations,governlp;j;e use Qf••,;. construction materials in the State of Florida. The documentation submitted has been rewewed•by Robert.Niemineg, • P.E. for use of the product under the Florida Building Code. The product described her�,+Iil %k beer: eval-p ted for compliance with the 61h Edition (2017) Florida Building Code, High Velocity Hurricane ZdWe' fHVHZ) Sections notes►*•.• ...... ... . ..... herein. • .. .. .. ...... DESCRIPTION: EverGuardO TPO Single -Ply Roof Membrane Systems ; • •; • .' LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality A.% urancjAgi'tley not"J • herein. •..• •0.00• CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, tht rinferenced 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). NEMO 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 "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus an 97 -page Appendix. Prepared by: _ qfi j ijnn,�h J ��: G.ttit3•��'y's S �... E ,�: 9�- T4 Robert J.M. Nieminen, P.E. :�� ^..'c��'�,: The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 02/18/2019. 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 jt 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 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. ONEMO I etc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard• TPO Single -Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Prope Standard Year • sees.. TAS 110 Wind, Impact TAS 114 ; 2Q%. • TAS 110 Physical Properties TAS 131 •1995 . • • • • *sees. ---- taiiV Exam Reference Date iniiV Exam R f@� tArf�,e :Datep• ACRC(TST4671) TAS114 06-035 10/18/2006 FM App(TST1867) FM 4474 797-WA%0267 •07/16 2014 ACRC (TST4671) TAS114 07-005 01/17/2007 FM App (TST1867) FM 4474 79jJWW,.2f 7 • J0J30/2Q14 ACRC(TST4671) TAS114 07-024 03/01/2007 FM App(TST1867) FM 4474 797-10123-2193 12/W/2014 ACRC(TST4671) TA5 114 07-016 04/19/2007 FM App(TST1867) FM 4474 7917110193!267 12/197+2014 ACRC(TST4671) TAS114 07-017 04/19/2007 FM App(TST1867) FM 4474 791-1S1i(r267 02/06/2015 ACRC(TST4671) TAS114 07-025 05/02/2007 FM App(TST1867) FM 4474 791-10211-217 . 02/05015 ACRC(TST4671) TAS114 07-026 05/03/2007 FM App(TST1867) FM 4474 79j-102--1--2-267 • GN@602615 ACRC(TST4671) TAS 114 07-027 05/04/2007 FM App(TST1867) FM 4474 79J-RRZPl5S18 • 02/23/2015 ACRC(TST4671) TAS114 07-042 08/31/2007 FM App(TST1867) FM 4474 RR2@A20 • • 04/0702015 ACRC(TST4671) TAS114 07-043 09/05/2007 FM App(TST1867) FM 4474 RR200321 • 4Q7�A15 ACRC(TST4671) TAS114 07-045 09/06/2007 FM App(TST1867) FM 4474 3055411 04/15/2015 ACRC(TST4671) TAS114 07-046 09/06/2007 FM App(TST1867) FM 4474 3047636 -LTR 06/24/2015 ACRC(TST4671) TAS114 07-048 09/07/2007 FM App(TST1867) FM 4474 RR202913 11/19/2015 ACRC(TST4671) TA5 114 07-049 09/10/2007 FM App(TST1867) FM 4474 3053501 01/14/2016 ACRC(TST4671) TAS114 07-080 01/03/2008 FM App(TST1867) FM 4474 3055167 02/10/2016 ACRC(TST4671) TAS114 08-022 04/17/2008 FM App(TST1867) FM 4474 RR204005 04/13/2016 ACRC(TST4671) TAS114 08-030 04/05/2008 FM App(TST1867) FM 4474 RR205159 05/05/2016 ACRC(TST4671) TA5 114 08-023 04/17/2008 FM App(TST1867) FM 4474 RR205192 05/09/2016 ACRC(TST4671) TAS114 08-033 04/19/2008 FM App(TST1867) FM 4474 RR20S233 06/15/2016 ACRC(TST4671) TAS114 08-032 04/19/2008 FM App(TST1867) FM 4474 RR205846 07/21/2016 ACRC(TST4671) TA5 114 11-004 03/21/2011 FM App(TST1867) FM 4474 RR205474 08/31/2016 ACRC(TST4671) TAS114 11-011 03/24/2011 FM App(TST1867) FM 4474 RR206198 09/01/2016 ACRC(TST4671) TAS 114 11-012 04/06/2011 FM App(TST1867) FM 4474 RR206353 09/07/2016 ACRC(TST4671) TA5 114 11-013 04/06/2011 FM App(TST1867) FM 4474 RR206620 09/12/2016 ACRC(TST4671) TAS114 11-019 04/08/2011 FM App(TST1867) FM 4474 RR206351 10/21/2016 ACRC(TST4671) TAS114 11-020 04/08/2011 FM App(TST1867) FM 4474 3055491 12/05/2016 ACRC(TST4671) TAS114 11-021 04/11/2011 FM App(TST1867) FM 4474 3058483 12/09/2016 ACRC(TST4671) TAS114 11-040 08/05/2011 FM App(TST1867) FM 4474 3056728 LTR 12/23/2016 ACRC(TST4671) TAS114 11-041 08/05/2011 FM App(TST1867) FM 4470 3056822 LTR 01/04/2017 ACRC(TST4671) TAS114 11-056 09/30/2011 FM App(TST1867) FM 4474 RR208456 02/13/2017 ACRC(TST4671) TAS114 12-008 04/10/2012 FM App(TST1867) FM 4474 3061218 05/10/2017 ACRC(TST4671) TAS114 12-012 04/23/2012 FM App(TST1867) FM 4474 3061218 LTR 05/16/2017 ACRC(TST4671) TA5 114 12-013 04/23/2012 FM App(TST1867) FM 4474 RR209927 06/23/2017 ACRC(TST4671) TAS114 12-014 04/23/2012 FM App(TST1867) FM 4474 RR210305 07/13/2017 ACRC(TST4671) TAS114 12-016 04/24/2012 FM App(TST1867) FM 4474 RR212730 04/05/2018 ACRC(TST4671) TAS114 12-019 04/25/2012 FM App(TST1867) FM 4474 PR449797 04/24/2018 ACRC(TST4671) TA5 114 12-024 05/09/2012 FM App(TST1867) FM 4474 RR213333 04/25/2018 ACRC(TST4671) TAS114 12-025 05/09/2012 FM App(TST1867) FM 4474 3056933 07/19/2018 ACRC(TST4671) TAS114 12-029 05/23/2012 FM App(TST1867) FM 4474 3061784 07/25/2018 ACRC(TST4671) TAS114 12-030 05/23/2012 FM App(TST1867) FM 4474 RR215107-267 09/27/2018 ACRC(TST4671) TAS114 11-042-R1 01/27/2012 FM App(TST1867) FM 4474 3055904 10/25/2018 ACRC(TST4671) TA5 114 12-033 08/10/2012 FM App(TST1867) FM 4474 RR215191-267 11/07/2018 ACRC(TST4671) TAS114 12-036 08/13/2012 FM App(TST1867) FM 4474 RR215193-267 11/08/2018 ACRC(TST4671) TAS114 12-018-R1 01/30/2013 IRT(TST7408) TAS 114 02-008 01/18/2002 ACRC(TST4671) TAS 114 08-022-R1 01/15/2015 IRT(TST7408) TAS 114 03-0728 02/17/2004 ACRC(TST4671) TAS 114 11-056-112 01/23/2015 IRT(TST7408) TAS 114 04-012 02/18/2004 ACRC(TST4671) TAS 114 16-002 03/04/2016 IRT(TST7408) TAS 114 04-019 04/26/2004 ATI(TST1558) TAS 114 H-3320.01-109-44 08/10/2017 PRI(TST5878) Physicals GAF -373-02-01 10/15/2012 ATI(TST1558) TAS 114 H-3314.01-109-44 08/14/2017 PRI(TST5878) FM 4474 GAF -043-02-03 09/16/2013 ATI(TST1558) TAS 114 H-3315.01-309-44 08/14/2017 PRI(TST5878) FM 4474 GAF -043-02-04 09/16/2013 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization 1132455 CH EDITION (2017) FBC HVHZ EVALUATION FL16730-R20 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 2 of 6 sees•• • • sees•• sees• sees• sees•• • • • sees•• sees•• ONEMO I etc. inim Exam Reference Date intim Exam Reference Date ATI(TST1558) TAS114 H-3317.01-109-44 08/14/2017 PRI(TST5878) Physicals GAF -421-02-01 10/22/2013 ATI (TST1558) TAS114 H-3318.01-109-44 08/14/2017 PRI (TST5878) Physicals GAF -422-02-01 10/22/2013 ATI(TST1558) TAS 114 H-0730.01-109-44 08/16/2017 PRI (TST5878) Physicals GAF -424-02-01 11/11/2013 ERD (TST6049) TAS114 SC8580.11.15-4 11/09/2015 PRI (TST5878) Physicals GAF -425-02-01 11/11/2013 ERD (TST6049) FM 4474 SC8580.11.15-2 11/18/2015 PRI (TST5878) Physicals GAF -462-02-02 11/18/2013 ERD (TST6049) Criticality SC16505.17 09/22/2017 PRI (TST5878) FM 4474 GAF -457-02-02 01/20/2014 ERD (TST6049) FM 4474 SC16825.12.17-1 12/31/2017 PRI (TST5878) FM 4474 GAF -457-02-04 01/24/2014 ERD (TST6049) FM 4474 SC16825.12.17-3B 12/31/2017 PRI (TST5878) FM 4474 GAF -457-02-06 01/24/2014 F-TEC(TST7393) TAS114 08-050183 06/26/2008 PRI (TST5878) FM 4474 GAF -457-02-07 01/24/2014 F-TEC(TST7393) TAS114 08-050184 06/26/2008 PRI (TST5878) FM 4474 GAF -457-02-08 01/24/2014 F-TEC(TST7393) TAS114 08-070133 08/04/2008 PRI (TST5878) Physicals GAF -423-02-01 01/27/2014 F-TEC(TST7393) TAS114 08-050185 10/14/2008 PRI (TST5878) Physicals GAF -426-02-01 01/27/2014 F-TEC(TST7393) TAS114 08-072805 02/16/2009 PRI (TST5878) Rupture GAF -435-02-01 01/29/2014 FM App (TST1867) FM 4470 3003617 12/20/1999 PRI (TST5878) FM 4474 GAF -435-02-07 01/29/2014 FM App (TST1867) FM 4470 3009026 06/18/2002 PRI (TST5878) FM 4474 GAF -435-02-08 •01/29/&014 FM App (TST1867) FM 4470 3013861 03/28/2003 PRI (TST5878) FM 4474 GAFr435-07,09 ;trlit1l:a14 FM App (TST1867) FM 4470 3014692 08/05/2003 PRI (TST5878) FM 4474 GAR135-02-90 01/29/2014 FM App (TST1867) FM 4470 3014955 01/22/2004 PRI (TST5878) FM 4474 GAF -431-02-f1 •d1P29/2W4 FM App (TST1867) FM 4470 3012721 02/11/2004 PRI (TST5878) FM 4474 GA}-ICTMP-e6 08AM/3014 FM App (TST1867) FM 4470 3015029 02/19/2004 PRI (TST5878) FM 4474 GAJ -40673-08 03/0§7/2014 FM App (TST1867) FM 4470 3015578 03/12/2004 PRI (TST5878) FM 4474 GAF-�%6-02-10 03/06/2014 FM App (TST1867) FM 4470 3020588 03/24/2004 PRI (TST5878) FM 4474 GAJ -510101-02 �0.440.4�414 FM App (TST1867) FM 4470 3019881 03/20/2004 PRI (TST5878) FM 4474 GAF-sIM-04 004/08/2014 FM App (TST1867) FM 4470 3016068 04/02/2004 PRI (TST5878) FM 4474 GAF,6W -Q5 • "08/2214 FM App (TST1867) FM 4470 3013861 05/21/2004 PRI (TST5878) FM 4474 Gjj^--0J b2 04/08/2014 FM App (TST1867) FM 4470 3105578 05/12/2004 PRI (TST5878) FM 4474 GAF -506-02-11 04/14r2t14 FM App (TST1867) FM 4470 3014955 01/28/2005 PRI (TST5878) FM 4474 G* -%6j- 2:2 04/111/2014 FM App (TST1867) FM 4470 3022136 03/17/2005 PRI(TST5878) FM 4474 GAF -506-02.13 0 04/1442014 FM App (TST1867) FM 4470 3020681 09/01/2005 PRI (TST5878) FM 4474 GV -506-W-14 "114f2014 FM App (TST1867) FM 4470 3024051 03/28/2006 PRI (TST5878) FM 4474 GAF-50C902mD1 04/22/2014 FM App (TST1867) FM 4470 797-02093-267 04/26/2006 PRI (TST5878) FM 4474 GAFM4-02b1 OSf22y2014 FM App (TST1867) FM 4470 3023458 07/18/2006 PRI (TST5878) FM 4474 GAF -514-02-03 Q U2%14 FM App (TST1867) FM 4470 3028039 09/11/2006 PRI (TST5878) FM 4474 GAF -514-02-04 05/12/2014 FM App (TST1867) FM 4470 3027159 10/03/2006 PRI (TST5878) FM 4474 GAF -514-02-05 05/12/2014 FM App (TST1867) FM 4470 3026149 02/05/2007 PRI (TST5878) FM 4474 GAF -514-02-07 05/12/2014 FM App (TST1867) FM 4470 3026964 07/25/2007 PRI (TST5878) FM 4474 GAF -514-02-08 05/12/2014 FM App (TST1867) FM 4470 3028857 11/02/2007 PRI (TST5878) FM 4474 GAF -516-02-01 05/13/2014 FM App (TST1867) FM 4470 3030199 11/05/2007 PRI (TST5878) FM 4474 GAF -516-02-03 05/13/2014 FM App (TST1867) FM 4470 3030813 11/05/2007 PRI (TST5878) FM 4474 GAF -516-02-02 06/06/2014 FM App (TST1867) FM 4470 3031262 11/30/2007 PRI (TST5878) FM 4474 GAF -525-02-02 06/23/2014 FM App (TST1867) FM 4470 3030292 02/25/2008 PRI (TST5878) FM 4474 GAF -525-02-03 06/23/2014 FM App (TST1867) FM 4470 797-03825-267 07/21/2008 PRI (TST5878) FM 4474 GAF -462-02-09 07/01/2014 FM App(TST1867) FM 4470 3033314 08/26/2008 PRI (TST5878) FM 4474 GAF -462-02-10 07/01/2014 FM App (TST1867) FM 4470 3034749 10/16/2008 PRI (TST5878) FM 4474 GAF -462-02-11 07/01/2014 FM App (TST1867) FM 4470 3032856 11/24/2008 PRI (TST5878) FM 4474 GAF -524-02-02 07/01/2014 FM App (TST1867) FM 4470 3033135 11/24/2008 PRI (TST5878) FM 4474 GAF -524-02-03 07/01/2014 FM App (TST1867) FM 4470 3033862 12/24/2008 PRI (TST5878) FM 4474 GAF -524-02-05 07/01/2014 FM App (TST1867) FM 4470 3034394 02/27/2009 PRI(TST5878) FM 4474 GAF -540-02-02 08/06/2014 FM App (TST1867) FM 4470 3033121 04/13/2009 PRI (TST5878) FM 4474 GAF -540-02-03 08/06/2014 FM App (TST1867) FM 4470 3035300 05/06/2009 PRI (TST5878) FM 4474 GAF -540-02-04 08/06/2014 FM App (TST1867) FM 4470 3036614 06/09/2009 PRI (TST5878) FM 4474 GAF -538-02-02 08/13/2014 FM App (TST1867) FM 4470 3034310 06/15/2009 PRI (TST5878) FM 4474 GAF -538-02-03 08/13/2014 FM App (TST1867) FM 4470 3036141 08/10/2009 PRI (TST5878) FM 4474 GAF -532-02-01 08/22/2014 FM App (TST1867) FM 4470 3037820 04/30/2010 PRI (TST5878) FM 4474 GAF -524-02-05 08/27/2014 FM App (TST1867) FM 4470 797-059797-267 08/18/2010 PRI (TST5878) FM 4474 GAF -549-02-01 08/08/2014 FM App (TST1867) FM 4470 3038215 09/02/2010 PRI (TST5878) FM 4474 GAF -538-02-04 09/02/2014 FM App (TST1867) FM 4470 797-05901-267 10/01/2010 PRI(TST5878) FM 4474 GAF -559-02-11 10/16/2014 FM App (TST1867) FM 4470 797-06003-267 11/11/2010 PRI (TST5878) FM 4474 GAF -559-02-12 10/16/2014 FM App (TST1867) FM 4470 3038318 12/10/2010 PRI (TST5878) FM 4474 GAF -559-02-13 10/16/2014 FM App (TST1867) FM 4470 797-06178-267 02/07/2011 PRI (TST5878) FM 4474 GAF -559-02-14 10/16/2014 FM App (TST1867) FM 4470 3040234 02/23/2011 PRI (TST5878) FM 4474 GAF -559-02-15 10/16/2014 FM App (TST1867) FM 4470 3040377 03/08/2011 PRI (TST5878) FM 4474 GAF -559-02-16 10/16/2014 FM App (TST1867) FM 4470 3041685 03/24/2011 PRI (TST5878) FM 4474 GAF -559-02-18 10/16/2014 FM App (TST1867) FM 4470 797-06254-267 03/24/2011 PRI (TST5878) FM 4474 GAF -538-02-05 12/03/2014 FM App (TST1867) FM 4470 3041535 06/08/2011 PRI(TST5878) Physicals GAF -584-02-01 12/07/2015 FM App (TST1867) FM 4470 797-06537-267 06/13/2011 PRI (TST5878) Physicals GAF -585-02-01 12/07/2015 FM App (TST1867) FM 4470 797-06538-267 06/13/2011 PRI (TST5878) Physicals GAF -586-02-01 12/07/2015 FM App (TST1867) FM 4470 3041746 08/17/2011 PRI (TST5878) FM 4474 GAF -453-02-05 05/06/2016 FM App (TST1867) FM 4470 797-06894-267 11/02/2011 PRI (TST5878) FM 4474 GAF -453-02-09 05/06/2016 FM App (TST1867) FM 4470 3038278 11/18/2011 PRI (TST5878) Physicals GAF -653-02-01 10/20/2016 FM App (TST1867) FM 4470 3042905 01/10/2012 PRI (TST5878) FM 4474 GAF -653-02-04 10/20/2016 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization 1132455 CH EDITION (2017) FBC HVHZ EVALUATION FL16730-1120 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 3 of 6 ONEMO I etc. ia2ty Exam Reference Date Knitt Exam Reference Date FM App (TST1867) FM 4470 797-07041-267 02/27/2012 PRI (TST5878) FM 4474 GAF -746-02-01 12/14/2016 FM App (TST1867) FM 4470 797-07183-267 03/01/2012 PRI (TST5878) FM 4474 GAF -746-02-02 12/14/2016 FM App (TST1867) FM 4470 3044506 03/28/2012 PRI (TST5878) FM 4474 GAF -746-02-05 12/14/2016 FM App (TST1867) FM 4470 797-07331-267 04/13/2012 PRI (TST5878) FM 4474 GAF -746-02-06 12/14/2016 FM App (TST1867) FM 4470 3044862 05/11/2012 PRI (TST5878) FM 4470 GAF -755-02-01 02/02/2017 FM App (TST1867) FM 4470 797-07455-267 05/31/2012 PRI (TST5878) FM 4474 GAF -755-02-02 02/02/2017 FM App (TST1867) FM 4470 797-07474-267 06/11/2012 PRI (TST5878) FM 4474 GAF -755-02-03 02/02/2017 FM App (TST1867) FM 4470 797-07476-267 06/21/2012 PRI (TST5878) FM 4474 GAF -755-02.04 02/02/2017 FM App (TST1867) FM 4470 3045789 07/12/2012 PRI (TST5878) Physicals GAF -700-02-01 03/10/2017 FM App (TST1867) FM 4470 3045863 08/16/2012 PRI(TST5878) FM 4474 GAF -782-02-01 08/24/2017 FM App (TST1867) FM 4470 3041749 08/23/2012 PRI (TST5878) FM 4474 GAF -782-02-02 08/30/2017 FM App (TST1867) FM 4470 3046328 09/13/2012 PRI (TST5878) FM 4474 GAF -776-02-02 10/04/2017 FM App (TST1867) FM 4470 3041769 09/27/2012 PRI (TST5878) Criticality GAF -793-02-01 12/08/2017 FM App (TST1867) FM 4470 797-07744-267 10/17/2012 PRI (TST5878) FM 4474 GAF -793-02-02 12/08/2017 FM App (TST1867) FM 4470 797-07885-267 11/21/2012 PRI (TST5878) FM 4474 GAF -793-02-04 •l2/08/3017 FM App (TST1867) FM 4470 3046054 12/21/2012 PRI (TST5878) FM 4474 GAE835-02.02 �Z/Zg/108 FM App (TST1867) FM 4470 797-08216-267 04/11/2013 PRI (TST5878) FM 4474 GAR134-52-01 02/28/2018 FM App (TST1867) FM 4470 3048122 04/29/2013 PRI (TST5878) FM 4474 GAF -831-02-6 •d2A9/1V8 FM App (TST1867) FM 4470 797-08217-267 05/01/2013 PRI (TST5878) FM 4474 GARIMIJ82104 Of/AkS/3018 FM App (TST1867) FM 4470 797-08264-267 05/23/2013 PRI (TST5878) FM 4474 GA✓&VZ4V 03/01/2018 FM App (TST1867) FM 4470 3047237 07/15/2013 PRI(TSTS878) FM 4474 GAF-J3i--- 2-02 3/02/2018 FM App (TST1867) FM 4470 3047636 08/08/2013 PRI (TST5878) FM 4474 GAi-836-0f 411 •W4P1/:%18 FM App (TST1867) FM 4474 797-08873-267 11/26/2013 PRI (TST5878) FM 4474 GAF-5361bf-02 003/02/2018 FM App (TST1867) FM 4474 3048066 12/13/2013 PRI (TST5878) FM 4474 GA.W-83 &-Q3 OW 02/2V8 FM App (TST1867) FM 4474 3041749 12/30/2013 PRI (TST5878) FM 4474 Gj §Aj 1-64 03/0[/2018 FM App (TST1867) FM 4474 797-09116-267 01/24/2014 PRI(TSTS878) FM 4474 GAF -858-02-05 04/271"2618 FM App (TST1867) FM 4474 797-09234-267 03/11/2014 PRI (TST5878) FM 4474 G41f8i" 11 05/0i/2018 FM App (TST1867) FM 4474 797-09317-267 04/18/2014 PRI (TST5878) FM 4474 GMF -858-02-62 •05/01(x2018 FM App (TST1867) FM 4474 797-09493-267 05/27/2014 PRI (TST5878) FM 4474 Gif-858-LY,-03 • 69y(Pl"18 FM App (TST1867) FM 4474 797-09495-267 05/27/2014 PRI (TST5878) FM 4474 GAF -858902{14 • 05/01/2018 FM App (TST1867) FM 4474 797-09573-267 06/13/2014 PRI (TST5878) FM 4474 GAA18-022t)6 O51Sif2018 FM App (TST1867) FM 4474 797-09497-267 06/23/2014 PRI (TST5878) Physicals GAF -870-02-01 Qfp"t18 FM App (TST1867) FM 4474 797-09594-267 06/24/2014 PRI (TST5878) FM 4474 GAF -834-02-03 05/11/2018 UL,LLC(QUA9625) QA Smc Conflrm; IN, PA, T%, UT 12/17/2018 4.1 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. 4.1.1 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. 4.1.2 EverGuard Extreme TPO 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 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. 4.1.3 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. 4.1.4 EverGuard Extreme` 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. 4.1.5 EverGuard Freedom"ATPO HW and EverGuard° Freedom'" TPO with RapidSeam"x 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® Freedom'" TPO HW laps are sealed using hot air welding. EverGuard® Freedom" TPO with RapidSeam" Technology laps are self -adhering. The roof cover is self -adhered to Approved substrates. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorizotion #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16730-R20 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 4 of 6 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.3 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. 5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. • 0 :. • 0:+ • 0000+. 5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is basetl.on a minimwvJ@stener • • resistance value in conjunction with the maximum design pressure (MDP) listed for a specfic4systen .SF>.ai.11d the .++.;+ fastener resistance be less than that required, as determined by the Building Official, ap";*d fastener spacing -+ . prepared, signed and sealed by a qualified design professional — may be submitted. S d tMSed fastegne:eacing : • ••': shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 1.05 and ctIculations in +0000 compliance with Roofing Application Standard RAS 117 or Roofing Application Standarccus 137. *06, ; • •: • • • •• .. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating cppprpje is propoled, field 0.0 •: • withdrawal resistance testing shall be performed to confirm equivalent or determine elhaRc* fastening gatterns. . .* e • and density. All testing and fastening design shall be in compliance with Testing Application Stana3f TAS 105• • and Roofing Application Standard RAS 117 and/or Roofing Application Standard RA? 03. talculationc.shall be; • • • •; prepared, signed and sealed by a qualified design professional. 00:00 • 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material. 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 5.9 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 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 Testing Application Standard TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization #32455 6T" EDITION (2017) FBC HVHZ EVALUATION FL16730-1120 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 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 Testing Application Standard TAS 114 has already been applied). Refer to FBC 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. :*0666 0000.. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, merhbrarfe shall�691rtsJalled • running perpendicular to steel deck flutes. .00.00 0000 0000.. 0000.. QUALITY7. 0000. UL, LLC —QUA9625; (847) 664-3281; k.chancellor@ul.com 6.66.6 0.. . 6.0.. - THE 97 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPOR+r • • 6 • • • • • • . 0000.. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization #32455 6T" EDITION (2017) FBC HVHZ EVALUATION FL16730-R20 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 6 of 6 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems, (800) 766.3411 Appendix 1, Page 1 of 97 ' NEM4 etc. . APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE 0 TABLE DECK APPLICATION TYPE DESCRIPTION -00000 PAGE 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover .(- • 18 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof CovdP • • • • • 090 • 004,300 1C Wood New, Reroof(Tear-Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded R22",744 10 1D Wood New, Reroof (Tear -Off) or Recover C-1 0 Mechanically Attached Insulation, Bonded Roof Cover 1 - ' 1E Wood New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover • • • • • • • 110 1F Wood New, Reroof(Tear-off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 13• 1G Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover fr4w • 1H Wood New, Reroof (Tear -Off) or Recover E-1 Non -Insulated Mechanically Attached Roof Cover • • • • 14 • 11 Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Co • 014)-" • 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 18 • NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems, (800) 766.3411 Appendix 1, Page 1 of 97 •000.0 ...... et ...c. • ... NEMOf •••�•• .0000 The following notes apply to the systems outlined herein: • • • • • • • • • • 0000•• 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS!ll,eA}pendix J. Rdbf decks shall be in amodersea with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. • • 000000 ••• • 0000• 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 ea-ments: • • : *00000 > Wood Deck: Drill -Tec #12 Fastener or Drill -Tec #14 Fastener with Drill -Tet 3" Standard Steel Plate, Drill -Tec 3" Steel Plate, Drill -Tec 3 in. Ribbed Gahralume Plate (Flat) or Drill -Tec AccuTrac Flat Plate o• Drill -Tec AccuTrac Recessed Plate (insulation only), Drill -Tec ASAP 35 or Drill -Tec Heavy Duty ASAP Roofing Fastener Assembled with%'•hMI"Plate. Min. 0.75-Mch plywood penetratobn or minimum 1 -inch wood plank embedment. • • • • 000000 r 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 G•leaiNnetPbte (Flat) or Drill -Tec AccuTrac Flat Plate or Drill -Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75 -inch steel penetration, engage the top flutcof the AI 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 Fyaje�FlaI or Drill-Te6 Accujr+c Flat Plate 9i drift-fef 0. AccuTrac Recessed Plate (insulation only) or Drill -Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimum 1.25 -inch embedmenta Fasener'nstalled with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. 0000 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation In EverGuarde roofing systems: INSULATION: HIGH TRAFFIC APPLICATIONS: RECOVER APPLICATIONS: i FBC HVHZ approved Expanded polystyrene (EPS) meeting or i exceeding Testing Application Standard TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 density and minimum 25 psi compressive strength. FBC HVHZ approved Expanded polystyrene (EPS) with plastic facer meeting or exceeding Testing Application Standard TAS 110 and ASTM C578, Type IX, nominal 1.8 lb/ft2 density and minimum 25 psi compressive strength. FBC HVHZ approved Extruded polystyrene (XPS) meeting or exceeding Testing Application Standard TAS 110 and ASTM C578, Type IV, minimum 1 -inch thick and minimum 25 psi compressive strength. FBC HVHZ approved Expanded polystyrene (EPS) with plastic facer meeting or exceeding Testing Application Standard TAS 110 and ASTM C578, Type IX, minimum 1 -inch thick and minimum 25 psi compressive strength. FBC HVHZ approved XPS Fan -Fold Recover Board with plastic facer meeting orexceeding Testing Application Standard TAS 110 and ASTM C578, Type IV, 3/8 -inch thick and minimum 25 psi compressive strength. FBC HVHZ approved EPS Recover Board meeting or exceeding Testing Application Standard TAS 110 and ASTM C578, Type IX, 1/2 -inch thick and minimum 25 psi compressive strength. FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding Testing Application Standard TAS 110 and ASTM C578, Type IX, 1/2 -inch thick and minimum 25 psi ) compressive strength. FireOut'" Fire Barrier Coating, VersaShield• Fire -Resistant Roof Deck Protection or VemaShielde Sob'" Fire -Resistant Slip Sheet, Installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non -load-bearing, fire -barrier / slip -sheet component within any system outlined herein. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type C-2 and D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 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 manufacturer's published instructions. > Hot Asphalt (HA): Full mopping, 25-30 lbs/square. Y GAF 2 -Part Roofing Adhesive (GAF 2 -Part): Continuous 2.5 to 3.5 -inch ribbons, 12 -inch o.c. 0 LRF Adhesive M (LRF -M): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. i OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square. r 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 08500 when used to bond insulation or coverboords. > Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. > 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. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6th EDITION (2017) FBC HVHZ EVALUATION Revision 21:02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 2 of 97 ......NEM4.etc.... 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitativirpg be substituWd with Ute following g &PArR g 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 Mat listed for a particulamotar• IS the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. • • • • • • • • • • Y Hot Asphalt (HA): MDP= -240.0 psf (Min. 0.5-inch thick) • • •••••• ••• • ••••• i GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf (Min. 1.0-inch thick) • • • • r LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulatldrf Er(6I1yGuard Ultra Polyiss %sulation, • • • • • • EnergyGuard NH Ultra Polyiso Insulation) • • • • • • •• i OlyBond 500 (OBS00): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) • • • • • i OlyBond 500 (OB500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) • • • • • • • • • • i OlyBond 500 (OBSOO): MDP = -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulatjpn, EnerSyGuard Ultwooptyiso tnsulation, • • EnergyGuard NH Ultra Polyiso Insulation) • • • • • • • • • S. Bonded potyisocyanurate insulation boards shall be maximum 4 x 4 ft. • • • 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 10. For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing —prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 12. 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 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 installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the insulation is optional. Alternatively, a separator board may be 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 separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. i Separator Board Options for Recover System Type C-2 or System Type D: Min. 0.5-inch EnergyGuard Polyiso 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 Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass- Mat Roof Board. i Separator Sheet Options for Recover System Type D. EverGuard Polymat Separation Layer (3 oz/yd=) or EverGuard Polymat Cushioning Layer (6 oz/yd'). 15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC NOA or HVHZ Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. in all cases, the minimum topcoat thickness is 2- inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami-Dade BCCO (FBC CER3592). Unless otherwise noted, use of these listings in new construction or re-roof (tear-off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6'^ EDITION (2017) FBC HVHZ EVALUATION Revision 21:02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 3 of 97 ......NEM4.etc.... .. 16. For adhesive -applied membrane systems, side laps shall be minimum 3 -inch wide sealed with min. 1.5 -inch heat weld. Unless otherwise noted, membrane adhesiv$iwWiption rates arf as foll*vs: • • • • MEMBRANE ADHESIVE GAF ROOF COVER METHOD / ADHESIVE COMBINATIONS RATE INSULATION ADHESIVE EverGuard TPO #1121 Bonding Adhesive VB -1. 0.8 to 1.0 gal/square/surface. For use over SECUROCK evUbl�-Alar Roof Boars fhe applt! ication ra• • • • EverGuard TPO (#1121) Contact (both sides) • • • • changes to 1.2 to 1.67 gal/sq/surface VB -2. GAF SA Primer Ruberoid SA Universal Base To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HDI or Fiber Base HDf• EverGuard TPO EverGuard W B181 Bonding Adhesive (WB381) Contact (both sides) at 0.63 gal/square and roof cover underside at 0.21 gaIptr5. � *Dens Deck Primer SECUROCK Gypsunf Ruberoid Torch Granule Torch -applied GAF 2 -Part, 12 -inch o.c. • Fiber Roof Board at 0.63 to 0.75 gal/square and roof c er un ers' a at 0.23 W 0.25 s uare EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive (L- Contact (both sides) • • • • • • 0.46 gal/square/surface • • • • GAF 2 -Part, 12 -inch o.c. VOC) VB -5. GAF SA Primer EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding Contact (both sides) 0.84 gal/square/surface • • • • • • • VB -6. Adhesive TPO 3 -Square)• Liberty SBS Self -Adhering Cap Sheet • • EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 lbs/square EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive (WB181) Wet la substrate 0.83 to 1.0 gal/square VB -8. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 1 -inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located directly over EverGuard TPO FB Ultra GAF LRF Adhesive M (LRF -M) or LRF Adhesive Wet lay (substrate) the adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5 -inch Ruberoid SA Universal Base Sheet O (LRF -O) LRF -M, 12 -inch o.c. thick. EverGuard TPO FB Ultra GAF 2 -Part Roofing Adhesive GAF 2-Part Wet la substrate 'S atter pattem' at 3.75 lbs/sq. LRF -M, 12 -inch o.c. -180.0 VB -11. Spatter pattem' at 0.32 gal/square (to insulation or coverboard) EverGuard TPO FB Ultra Otyliond 500 Wet lay (substrate) 'Spatter pattern- at 0.83 al/square (to asphaltic base ply membrane). 17. Vapor barrier options for over structural concrete deck with adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: OPTION # VAPOR BARRIER PRIMER OPTIONS;STRUCTURAL CONCRETE DECK; ADHERED VAPOR BARRIER TYPE ATTACH INSULATION ADHESIVE MDP (PSF)• VB -1. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPty 6 Hot asphalt applied Hot asphalt -360.0 VB -2. GAF SA Primer Ruberoid SA Universal Base Self -adhering GAF 2 -Part, 12 -inch o.c. -157.5 VB -3. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Granule Torch -applied GAF 2 -Part, 12 -inch o.c. -169.0 VB -4. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch -applied GAF 2 -Part, 12 -inch o.c. -180.0 VB -5. GAF SA Primer GAF SA Vapor Retarder Self -adhering GAF 2 -Part, 12 -inch o.c. -202.5 VB -6. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Liberty SBS Self -Adhering Cap Sheet Self -adhering GAF 2 -Part, 12 -inch o.c. -250.0 VB -7. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPly 6 Hot asphalt applied GAF 2 -Part, 12 -inch o.c. -262.5 VB -8. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 Hot asphalt applied GAF 2 -Part, 12 -inch o.c. -270.0 VB -9. GAF SA Primer Ruberoid SA Universal Base Sheet Self -adhering LRF -M, 12 -inch o.c. -157.5 VB -10. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch -applied LRF -M, 12 -inch o.c. -180.0 VB -11. GAF SA Primer I GAF SA Vapor Retarder Self -adhering LRF -M, 12 -inch o.c. -202.5 VB -12. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPly 6 Hot asphalt applied LRF -M, 12 -inch o.c. -495.0 VB -13. GAF SA Primer 1 Ruberoid SA Universal Base Sheet Self -adhering OI Bond 500, 12 -inch o.c. -157.5 VB -14. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Smooth Torch -applied OlyBond 500,12 -inch D.C. -165.0 VB -15. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth Torch -applied OI Bond 500,12-i ch o.c. -180.0 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 61^ EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Niernmen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 4 of 97 ...... (ONE .e.. NEM4 tc.* . 38. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless othelse n.%d,%ference to EverGuard FreedomfRQdratWs• Appendix relates to either method. •• • • •• • • 19. The'Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth orlh?ee (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80 -mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 20. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FS Ultra. 21. EverGuard Extreme TPO maybe used as an alternate to EverGuard TPO. EverGuard Extreme TPO FS Ultra maybe used as an alternate to EverGuard TPO FB Ultra. 22. The following insulations are interchangeable within the scope of this Evaluation Report: > EnergyGuard Polyiso Insulation o EnergyGuard NH Polyiso Insulation; r EnergyGuard Ultra Polyiso Insulation b EnergyGuard NH Ultra Polyiso Insulation; r EnergyGuard HD Polyiso Insulation b EnergyGuard NH HD Polyiso Insulation; > EnergyGuard HD Plus Polyiso Insulation b EnergyGuard NH HD Plus Polyiso Insulation. 23. "MDP" = Maximum Design Pressure is the result of testing for wind bad resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wind loads. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 21:02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 5 of 97 VAPOR BARRIER OPTIONS; DECK; ,VAPOR r OP MON PRIMER BARRIER INSULAIIWAUAESIVE TYPE ATTACH ,M • VB -16. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth Matrix 102 SBS Nt gImr OlyBond sOfl,Z inc D.C. ��t� • Adhesive at 1.5 al/scj%are VB -17. GAF SA Primer GAF SA Vapor Retarder Self -adhering OlyBond 500, 12-inc o.c. VB -18. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW Smooth Torch -applied $0060 OlyBond 500, 131,inch o.c. -232.Fe VB -19. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Not asphalt applild OlyBond 900, 12 -inch o.c. •38111i9a • Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPly 6 000000 38. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless othelse n.%d,%ference to EverGuard FreedomfRQdratWs• Appendix relates to either method. •• • • •• • • 19. The'Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth orlh?ee (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80 -mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 20. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FS Ultra. 21. EverGuard Extreme TPO maybe used as an alternate to EverGuard TPO. EverGuard Extreme TPO FS Ultra maybe used as an alternate to EverGuard TPO FB Ultra. 22. The following insulations are interchangeable within the scope of this Evaluation Report: > EnergyGuard Polyiso Insulation o EnergyGuard NH Polyiso Insulation; r EnergyGuard Ultra Polyiso Insulation b EnergyGuard NH Ultra Polyiso Insulation; r EnergyGuard HD Polyiso Insulation b EnergyGuard NH HD Polyiso Insulation; > EnergyGuard HD Plus Polyiso Insulation b EnergyGuard NH HD Plus Polyiso Insulation. 23. "MDP" = Maximum Design Pressure is the result of testing for wind bad resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wind loads. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 21:02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 5 of 97 • •••••• (ON •••••• NEM etc.• System Deck Insulation Layers) (Note 14) Base or Anchor Sheet NON -INSULATED, D ROOF COVER Roof Cover • • No. (Note 1) Type Attach • • • •Mof CoRr • • • fsf8lPyi•f) Attach Base Fasteners Min. 19/32 -inch plywood; 24" spans; GAF StormSafe Anchor Drill -Tec #14 Fastener with Drill- 18 -inch o.c. at mm. 4 -inch ap 24" spans; Bd common nails 6' o.c. • • W-53. Sd ring shank nails, 6" od; at edges One or more layers, Loose -laid Sheet (Max. 48 -inch Tec 3' Steel Plate or Drill -Tec 3 and 18 -inch o.c.•t•wpae•+•lly EverGuard freedom TPO adhered -0�Z W -56. and 6' o.c. at intermediate supports any combination Drill -Tec #14 Fastener with Drill -Tec 2 in. Double Barbed XHD Plates wide) in. Ribbed Galvalume Plate (Flat) spaced, staggerR! centlr rows / self • Drill -Tec #14 Fastener with Drill -Tec 2 in. Double Barbed XHD Plates Min. 19/32 -inch plywood; 24* spans; One layers, W-57. GAF StormSafe Anchor Drill -Tec #14 Fastener with Drill- 8 -inch o.c. at min. 4 -inch lap and Adhered -60.0 W-54. 8d ring shank nails, 6' o.c. at edges or more Loose -laid Sheet (Max. 48 -inch Tec 3 in. Ribbed Galvalume Plate 8 -inch o.c. at tw•, equally Min. 19/32 -inch (new) or min. 15/32 -inch • -60.0' • Drill -Tec #14 Fastener with Drill -Tec 2-3/4 In. Barbed SXHDPlates and 6' o.c. at intermediate supports any combination W-58. wide) (Flat) spaced, staggerAd centlr rods TPa/self adhered TP8/ self • • • • • • plywood or wood plank; wood joists) and sealed with a 1.5 -inch heat weld. spans; Ed ring shank nails 6' o.c. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6th EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Pty Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 14 of 97 TABLE 1H: WOOD DECKS - NEW CONSTRUCTION, FEROOF (TEAR -OFF) OR RECOVER NON -INSULATED, D ROOF COVER Roof Cover System Deck MDP Membrane Fasteners Attachment No. (Note 1) (Pst) Min. 19/32 -inch plywood or wood plank; 6 -Inch o.c. within 5.5 -Inch wide laps spaced 114.5 -inch o.c. and W-55. 24" spans; Bd common nails 6' o.c. EverGuard TPO Drill -Tec #14 Fastener with Drill -Tec 2 in. Double Barbed XHD Plates sealed with a 1.75 -inch heat weld - 45.0 Min. 19/32 -inch plywood or wood plank; 6 -inch o.c. within 5 -inch wide laps spaced 55 -inch o.c. and sealed W -56. 24" spans; 8d common nails 6' o.c. EverGuard TPO Drill -Tec #14 Fastener with Drill -Tec 2 in. Double Barbed XHD Plates with a 1.75 -Inch heat weld. -52.5 Min. 19/32 -inch (new) or min. 15/32 -inch Drill -Tec #14 Fastener with Drill -Tec 2 in. Double Barbed XHD Plates 12 -inch o.c. within 6 -inch wide laps spaced 48 -inch o.c. (over W-57. (existing) plywood or wood plank; 24" EverGuard TPO fastened through deck to engage wood joists, minimum 1 -inch wood joists) and sealed with a 1.5 -inch heat weld. -60.0 spans; Ed ring shank mils 6' o.c. emedement Min. 19/32 -inch (new) or min. 15/32 -inch Drill -Tec #14 Fastener with Drill -Tec 2-3/4 In. Barbed SXHDPlates W-58. (existing) 24" EverGuard TPO fastened through deck to engage wood joists, minimum 1 -inch 12 -inch o.c. within 6 -inch wide laps spaced 48 -inch o.c. (over .75.0 plywood or wood plank; wood joists) and sealed with a 1.5 -inch heat weld. spans; Ed ring shank nails 6' o.c. emedement NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6th EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Pty Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 14 of 97 TGFU.RI306 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAMF-/showpa... i Y Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil, mechanically fastened. 9. Deck: C-15/32 Incline: 3/4 Slip Sheet: — Two plies "VersaShield@ Solo— Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard'" Ultra" or "EnergyGuard'" RA" or "EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RF" or "EnergyGuard'" RM", any thickness or any UL classed wood fiber board, mechanically fastened. Cover Board (Optional): — 1/2 -in. thick "EnergyGuard•" HD" or 1/2 -in. thick "EnergyGuard'" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil, mechanically fastened. 10. Deck: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Sob'" Fire Resistant Slipsheet', mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard'" RF" or "EnergyGuardTM Ultra" or "EnergyGuard'" RA" or "EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RM", any thickness or any UL classified wood fiber board, mechanically fastened. 6 • Cover Board (Optional): — 1/2 -in. thick "EnergyGuard'" HD" or 1/2 -in. thick "EnergyGuard'" HD Plus", meghanicWly fastenfd.•••• Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil, medhg idb [It fastened. r • •••••• e 11. Deleted. • ••• *fees* • 12. Deleted. 13. Deleted. 14. Deck: C-15/32 Incline: Unlimited 0000 ••6•• • • 0 •0000• 8690•• 000 • so • • • 6•••• 0000• • Slip Sheet: — One or more plies "VersaShield@ Solo'" Fire Resistant Slipsheet', mechanically fastened. 6.0000 • • • • •: • Insulation: — Any UL Classed, any thickness, any combination, one or more layers (except EPS and w Abd fiEerftard),m ecAanically •• fastened. *Goose ••6••9 Membrane: — Any UL Classified GAF or Duro-Last Inc. mechanically fastened (membrane must be currently gfted forlise over the • • insulation used. Actual incline is determined b the membrane/insulation Certification. This Cert cation is • •••• ynfyfor ese with �F•or Duro- • Inc. TPO membranes). 6 e e f 15. Deck: NC Incline: 2 Insulation: — Polystyrene or EPS or beadboard, any thickness, mechanically fastened. Slip Sheet: — One ply "VersaShield@ Fire -Resistant Roof Deck Protection" or two plies "VersaShield@ Sob'" Fire Resistant Slipsheet', mechanically fastened. Membrane: — Any UL Classed (membrane must be currently Classified for use over the insulation used. Actual incline is determined by the existing membrane/insulation Classification), mechanically fastened. 16. Deleted. 17. Deleted. 18. Deck: NC Incline: 2 Membrane: — "EverGuard@ TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO FB Ultra" 50 -mil to 80 -mil, mechanically 19. Deck: C-15/32 Incline: 21/2 Slip Sheet: — One or more plies "VersaShield@ Sob" Fire Resistant Slipsheet' mechanically fastened. Membrane: — 45 to 60 mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO" mechanically attached. 20. Deck: C-15/32 Incline: 3/4 Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet' mechanically fastened. Membrane: — 80 -mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO", mechanically attached. 21. Deck: C-15/32 Incline: Unlimited, See Note 1 Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet' mechanically fastened. Membrane: — Any UL Certified GAF or Duro-Last Inc. TPO mechanically fastened Note 1: Certification and maximum incline will be the same as that of the Certified GAF or Duro-Last Inc. Roofing System (TGFU) currently limited to noncombustible roof deck. This listing is only for use with GAF or Duro-Last Inc. TPO membranes. 22. Deck: C-15/32 Incline: 1/2 Insulation: — "Minimum 3 -in. thick "EnergyGuard'" Ultra" mechanically fastened with butt joints in the insulation staggered a minimum of 12 -in. from butt joints in plywood roof deck. Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard@ Extreme'" TPO" 50 -mil to 80 -mil mechanically fastened. 1. Deck: NC Class B - Mechanically Fastened Incline: Unlimited 42 of 48 7/27/2016 5:26 PM