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RF-19-559Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 317 NE 104TH ST, Miami Shores, FL 33138 1121360130090 Contacts Permit No.: RF-03-19-559 Permit Type: Roof Work Ctassiftcation: Permit Status.,P Expiration: 09/ 10/ 2019 CHARLES MENNES Owner ISAACS ROOFING & INSULATION CORP Contractor 317 NE 104 ST, MIAMI SHORES, FL 331382017 ALAIN GONZALEZ ISAIAS OSVALDO DEL Other:3057577143 SOL 17225 S DIXIE HWY 200, PALMETTO BAY, FL 33157 Business: 3052345234 INFO@ISAACSROOFING.COM Other:7862779756 Description: RE -ROOF TILE TO CONCRETE TILE. RE -ROOF FLAT Valuation: $ 23,500.00 Inspection Requests: TO TPO 62-4949 Total Sq Feet: 2,400.00 Fees Amount Application Fee - Other $50.00 CCF $14.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.80 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $346.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $346.20 Check # 13744 03/14/2019 $346.20 Amount Due: $0.00 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 named contractor to do the w* stated. Authorized Signature: Owner / Applicant / Contractor / Date March 14, 2019 Page 2 of 2 vf-03 -) q -��5 � FeIeEe FLORIDA INTERNATIONAL ENGINEERING, INC Florida International Engineering, Inc. 6175 NW 167 St., G-20, Miami, FL 33015 Telephone: (305) 378-1991-Fax: (305) 378-1997 INSKMT•INNOVATION•INTEGRATION Miami -Dade Lab Certification # 07-0612.11-State of Florida ca #27273 -------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: - " k Job Address: L r1 S- C� �(_ c,��� , {� Roofing Contractor: Permit Number: Approximate Roof Height: feet Type of Access to Roof: i Ladder Type of Tile: G I gw- I i> e--\ X,i;� C-; AV-% r,� Slope: - ))i Approximate Square Footage: i , �-S�p ftZ Other: Required Testing Force: 35 lbs.+ Testing Equipment: F.G.E. 100x Shimoo Instrument Date Installed: Cv,A`tA,• 6r I °l •ate Date of Inspection: a-2AIti4 --------------------------------------------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL -------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TESI ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ftZ No. of Tests Perimeter ) L o Q Field p m ! IL corners2, 0 2t Hips & Ridges \ Z,o BALgKR/s RESPECTIEf11*�S - No. 631 VMB Verdjaain, rh1ATE O Florida Rem°;-M _ IIIII I11 4. ■ lu Er mom mom mom omm Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit #1-�)3— i q -S S1 INSPECTION AFFIDAVIT DATE: 2C I n \ ill ha 1l1 Z_57,1 1 � F . licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: ) -Ja 5 55� On or about Z 6 I I g , I did personally inspect the roof deck nailing (Date & time) work at 3 �1 U.1( I Q� _ lJl ~,cn51^o rem �L (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 2c1g JENNI ER F Notary Public - State o� Florida • `^• _ Notary Public, Sate of Florida at Large:' Commission GG 171862 M Comm. Expires Jan 2.2022 Bonded :hrojon Na.iona, Nn . ss . `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection BUILDING PERMIT APPLICATION RECEIVED Miami Shores Village M R 14 2019 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 l� Master Permit No. V- Fb3 19 i Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3)-) Q G 1 0L-i S-+- City: Miami Shores County: Miami Dade zip: 3 3 ► 3 S Folio/Parcel#: I - ?t 36 - a t ?, - (b Of O Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C 0- I,4e nr\P Phone#: 305 . -1 1 S. 4 Address: 3 1 �) y3 E 1<3 Li 5-�- City: 6-4 � <1 Mtn S1^o Ce.-,-.) State: T C , Zip: 3 3 1 5 % Tenant/Lessee Name: Email CONTRACTOR: Company Name: =5 QQ CGS `fZO O Address: 5. 4i,.A '-X Phone#: City: Y <1 I r L Qualifier Name: If_�+A Q, d1 l��1ys�1 e2 Phone#: State Certification or Registration #: Certificate of Competency #: zip: 3 3 t 51 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ a SO 4 Square/LinearFF000tage of Work: o"� Lf a � 5 . Type of Work: El Addition - Addition ❑ Alteration New � Repair/Replace ❑ Demolition Description of Work: �z-e - C(2) o-F- 4\ E 40 C G Y\ r C�6� Specify color of color thru tile: Submittal FeO Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ ISw•0�_') // TOTAL FEE NOW DUE $ a,,do - 2 6 e q6 -2-10 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 reinspection fee will be charged. Signatur-�,--- L - �= �,� OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of mac\ , 20 1� by � 3 day of M4'4 ` , 20 X! by "ef�d�eS , who is personally known to AA a� n Cqc n¢..41e Z _,who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: V-kG. Seal: HANNAFADUL Notary Public - State of Florida Commission # GG 968141 30, 2020 My Comm. Expires Apr Bonded through National Notary Assn. APPROVED BY T5N, as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: _ \ Print: Seal: HANNAFADUL �� • • 's Notary Public - State of Florida Commission # GG 968141 o`aF; My Comm. Expires Apr 30, 2020 u,..A-4 thranah National Notary Assn. ########################### Plans Examiner as ########## Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 2 lWOFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0090 Property Address: 317 NE 104 ST Miami Shores, FL 33138-2017 Owner CHARLES MARTIN MENNES (TRUST) Mailing Address 317NE104ST MIAMI SHORES, FL 33138-2017 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,757 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $124,041 $124,232 $124,423 XF Value $47,786 $48,304 $48,821 Market Value $402,465 $403,174 $371,251 Assessed Value $158,151 $154,899 $151,714 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $244,314 $248,275 $219,537 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 15&E1/2LOT 14BILK 117 LOT SIZE 75.000 X 123 OR 19162-3546 0600 5 Generated On : 3/6/ Taxable Value Information 2018 2017 2 County Exemption Value $50,000 $50,000 $50 Taxable Value $108,151 $104,899 $101. School Board Exemption Value $25,000 $25,000 $25. Taxable Value $133,151 $129,899 $126. City Exemption Value $50,000 $50,000 $50. Taxable Value $108,151 $104,899 $101. Regional Exemption Value $50,000 $50,000 $50. Taxable Value $108,151 $104,899 $101 Sales Information Previous OR Book - Price Qualification Description Sale Page 19162- Sales which are disqualified as a result c 06/01/2000 $0 3546 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra https://www.miamidade.gov/propertysearch/ 3/6/2019 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Official 11805 Coral Way, Suite I I 1 Miami, FL 33175 Re: Owner's Name C k. as-{--, („d, p -n Property Address 17 IJ e to �4 Roofing Permit Number Dear Building Official: I Pri Q i j) Cn a a -?_,<zAQ.2 certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent PH c" ch Q a -z-o- 2 Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this �3 day of MdyZC� , 20� (SEAL) HASNAFOUL ppr'auB� .. public - State of Florida c - ;. Notary mission # GG 968142020 '_ h`' o- Com Tres Apr 30, :oF:' My Commit National Notary Assn. Personall n , dended throug or Produce, 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 explain 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 Zone) 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 as part of the agreement between the owner and the contractor. IC k�A ] 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from 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 cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow 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. E (2,,W T�] 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the it of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building & Neighborhood Compliance Department 11805 Coral Way, Suite 11 l Miami, FL 33175 Re: Owner's Name C mac � e S 1-4 e-in r--2S Property Address 3) -:l iJ C I (� u S-" Roofing Permit Number Dear Building Official: I C1r,Q,C 1,gg-5 IMP \!n&5 certify that 1 am not required to retrofit the roof to wall connections of my building because: L/Thejust valuation for the structure for purposes of ad valorem taxation in less than $300 000.00. J P rP UThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property Owner (A erg na-S Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this \3 day of �NQtZc\VN 20 (SEAL) HANNA FADUL '_��•� Notary Public - State of Florida Commission,# GG 968141 My comm. Expires Apr 30, 2020 Personally known Bonded through National Not Assn. or Produced Identification t_ � When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Section-". r Section A (General Information) Master Permit No: Process No: Contractor's Name: Isaacs Roofing Job Address: 317 NE 104th St Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑✓ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No Roof System Information 4 Mortar/AdA;siveSet Tij.,,,, . . Q•Wiood Shi4ds/Shakes,,,,, ...... •Osse...... .... . **:*s 00000 .. 0.. .... ...... ❑ MaintenaNCO • • 0 • . . . . ...... If yes, what typ¢? �-=1 Natusar•© LPGX 00 Low slope roof area (U) 700 Steep Sloped area (ft.2) 1700 Total (ft.Z) 2400 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'): 3' Corner Size (a' x a'): 3' x 3' 20' 30' RECEIVED M. sq Miami Shores I Fillage ' PROVED BY DATE ZG BLDG DEPT 4�LV, 3r 5Wf ANI)Co ,,NIYRULESANDREGULATIONS HVHZ Electronic Roof Permit Form 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 Product Approval (NOA): FL16730-19 System Type: W-28 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: 42.8 psf (P2) Perimeters: 71.7 psf (P3) Corners: 108.0 psf Maximum Design Pressure From NOA: 45.0 psf Roof Slope: 1 /8 " : 12 Roof Mean Height: 10 ft. Parapet Walls: ❑ No ❑ Yes Parapet wall Height: ft. Deck Type: --5/8" Plywood — Support Spacing: n/a " o/c Alternate Deck Type: I n/a Existing Roof: n/a Fire Barrier: Solo Versashield Vapor Barrier: n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: ISO 2" Insulation Base Layer Fastener / Bonding Material: Drill-Tec # 14 3" fasteners 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 Top Ply: n/a Top Ply Fastening / Bonding Material: n/a Surfacing: I n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: GAF TPO 060 •... Single Ply Sheet Width: 120 " 1/2 Shelf Width: 60 . .....• •. .. No. of Single Ply 1 /2 sheets: • • • • • • • Single Ply Membrane Fastening / Bonding Ida%rial: ;. • �; #1121 Bonding Adhesive . •, • ❑ FASTENER SPACING FOR BASEjAEET ATTACR6T ••••• ❑ SINGLE PLY MEMBRANE ATTACAMEW. . • •.•.•. 1. Field: ❑ " o/c @ Laps & ❑ rbyrg • " o/*c • 2. Perimeter: El I. o/c @ Laps & ❑ rows r• o/c • 3. Corner: ❑ " o/c @ Laps & ❑ rows 0 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: F27 2. Perimeter: ❑ 3. Corner: ❑ Insulation Fastener Type : Drill-Tec # 14 3" fasteners 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: -3" face 26 ga.— Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 1/4" nails 77771 Coping Material: I —SELECT PARAPET WALL COPING MATERIAL — Coping Size: 1 --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: 7-71 n/a Section,C2 HVHZ Electronic Roof Permit Form 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, FQP;, . . .... ...... GAf 060 Solo ' ' • ...... .... ...... adhered to 211ISO versashield •••••• with #1121 •"' ' .... .... ...... FTa #4 ISO with Parapet Wall Hei0h# #14 Drill-Tec' F) 3" xY Drip Edge over 2x6 wood nailer 10' Mean Roof -Height _ ft. file:///CllDocuments%20and%20Settingslsky/Desktop/roof%20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM Tile Roof System MIAMFQ m Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Eagle Notice of Acceptance Number (NOA): 1 17-0822.13 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 •••• Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf `•... ` Fill in the specific roof assembly components. If a component is not required, insert not applicable tR/a) In the „- e •••••• •• •• - - "Rpm" m Deck Type: --5/8" PlywoAd� • Roof Slope: O "M2" Roof Mean Height: 10 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: --3" face 24 ga.-- Drip Edge Material Type:I --Galvinized Metal-- •• ••, • Optional Insulation: + • :"` "''• 66 ••••• n/a •••••• • Optional Nailable Substrata 0 • • • • so n/a 0000 " Optional Nailable Substrate Attachment: n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Polyglass TU Plus Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: 1 1/4" Ring shank nail Tile Profile: Bel Air Hook Strip/Cleat gauge or weight: I --n/a- - Section E R � MIAMFDIA►DE Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 X 4 .278 = 10.87 _ Mg: 7.71 = Mr1: 3.16 < 31.3 NOA Mf . • • P 2: 68.1 X 4 .278 = 18.93 _ Mg: 7.71 = Mr2: 11.22 < 31.3 NQp,•ML"'• r"::' P 3: 100.7 X A..278 = 27.99 _ Mg: 7.71 = Mr3: 20.28 < 31.3 PiM� •' • ""� Method 3 "Uplift Based Tile Calculations Per RAS 127" • •" • • • • • • . •• •• •••• •••••• Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are gre;;i6 ijp or equal to�the Fr values, for urea of the roof, then the tile attachment method is acceptable. : • ; 0 • • ••••.• P1:X = Xw:®=®-W:�=® XCos 0:El =Fr1: <_ '• NdAF' P2:X1: = Xw:®=®-W:®=� XCos 0:El=Fr2:®<_®NOA F' P3:®X1:®= Xw:�= -W:�=® XCos 0:®=Fr3:�<_®NOA F' to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b d on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg oduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = l length w width Product Approval (NOA) . . ... . . . ... .. .. . . . .. .. . .. . .. . .. . . NNEMOjetc. TABLE DECK APPLICATION _ Iryw DESCRIPTION PAGE 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-7 1B Wood New, ReroofjT,,ar&Offj or Rgcovq• • • -2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 8-9 1C Wood New, Rerogfffea= omeRrver • • • • B-6 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 11) Wood New, Reroof (Tieai•O ornRe•owie • C-1 • Mechanically Attached Insulation, Bonded Roof Cover 10-11 1E Wood New, Reroof1 ear•O or ov - - -C-1 • • Plate -Bonded Roof Cover 12 1F Wood New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 12 1G Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 13 1H Wood New, Reroof (Tear -Off) or Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 13 11 Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 14-16 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 17 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 17-21 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 22 21) Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 23-26 2E Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 26-35 2F Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply 36 2G Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover 37-41 2H Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 42-43 21 Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 44-46 2.1 Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 46 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-55 3B Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 55 3B Structural concrete New, Reroof (Tear -Off) or Recover F Non -Insulated, Bonded Roof Cover 55 4A Lightweight concrete New or Reroof (Tear -Off) A-1 LWC to Deck, Bonded Insulation, Bonded Roof Cover 56-57 4B Lightweight concrete New or Reroof (Tear -Off) A-2 LWC to Deck, Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58 4C Lightweight concrete New, Reroof (Tear -Off) or Recover C-2 LWC to Deck, Through -attached Plate -Bonded Roof Cover 59 41) Lightweight concrete New, Reroof (Tear -Off) or Recover D-1 LWC to Deck, Through -attached Mechanically Attached Roof Cover 59-60 4E Lightweight concrete New or Reroof (Tear Off) E LWC to Deck, Mechanically Attached Base Sheet, Bonded Roof Cover 60-61 4F Lightweight concrete New or Reroof (Tear Off) F LWC to Deck, Bonded Roof Cover 62-63 4G Lightweight concrete New or Reroof (Tear Off) F Temp Roof / Vapor Barrier to Deck, LWC to Temp Roof / Vapor Barrier, Bonded Roof Cover 63-64 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 65 5B Cementitious wood fiber New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 66 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 66 51) Cementious wood fiber New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 66 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 67-68 6B Existing gypsum Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 68 6C Existing gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 69-71 6D Existing gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 71-72 6E Existing gypsum Reroof (Tear -Off) E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 72 6F Existing gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 72 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 73-86 7B Wood or Steel Recover C-2 Plate -Bonded Roof Cover 87 7C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 88 71) Various Recover F Non -Insulated, Bonded Roof Cover 88 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R39 Certificate of Authorization #32455 6- EDITION (2017) FBC HVH2 EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 1 of 88 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... .. "' NEMO I etc. . .. . .. . . . . . .. . . . . The following notes apply to the systems outlined herein: . • • . • • • • • • • • • • • • • • • 1. 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. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attac!hlne:t sDalWAas JAgws: I•ASterM shall be of sufficient length for the following engagements: ➢ Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with DrftI e:'3'"4 tag d Ord Steel PI9le, 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), Drill-Tec ASAP 36 o.Drill-Tec;eavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. 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 Roofing Fastener Assembled with a 3" Metal Plate. Minimum 1.25-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 F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 Refer to GAF published installation instructions for details and requirem INSULATION: ➢ FBC HVHZ approved Expanded polystyrene (EPS) meeting or 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 1.8lb/ft2 density and minimum 25 psi compressive strength. FireOut- Fire Barrier Coating, VersaShield• Fire -Resistant Roof Deck Pr certification listings, may be used as a non -load -bearing, fire -barrier / sli )f polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum -base and, for foam plastic, FBC Chapter 26, when installed with the roof coves ants regarding the use of FBC HVHZ approved polystyrene insulation in E HIGH TRAFFIC APPLICATIONS: ➢ 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. Aection or VersaShield• Solo— Fire -Resistant Slip Sheet, installed in acc p-sheet component within any system outlined herein. J roof board or mineral wool roof board that meets the OA requirements verGuard• roofing systems: RECOVER APPLICATIONS: ➢ FBC HVHZ approved XPS Fan -Fold Recover Board with plastic facer meeting or exceeding 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. :)rdance with GAF published installation instructions and fire resistance 4. 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 Ibs/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, 1 gal/square. ➢ OlyBond 500 (06500): 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 OB500 when used to bond insulation or coverboards. ➢ Note: When multiple layers(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-R20 for F1.36730-1139 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 2 of 88 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . 0 % • ••• NNEMOletc. .. . .. . .. . . 7. Unless otherwise noted, all insulations are flat stock or taper board of the miniLroi thickness noted. Too p4ed poly;ocygrWrate 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'increa6e'tlTe.ADP lisyrj in thE�ablesiother.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): MDP = -240.0 psf (Min. 0.5-inch thick) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf (Min. 1.0-inchtwick4 • • • • • • • • • ➢ LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inc]4 thiL1-'iei';yJuard :oltso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard INC UIra rolyisOlnAfttiory • ➢ OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inRrthicltEnergyGuard••R4r g4i). • • • ➢ 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 polyisocyanurate 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 forsystems 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. ➢ 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. ➢ 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 top -coat 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 CER1592). 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. 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 adhesive application rates are as follows: GAF ROOF COVER / ADHESIVE COMBINATIONS MEMBRANE ADHESIVE METHOD RATE EverGuard TPO EverGuard TPO #1121 Bonding Adhesive Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate (#1121) 1 1 changes to 1.2 to 1.67 gal/sq/surface NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R39 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 3 of 88 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . . . .. . .. . . ONEMOjetc. CAF .. MEMBRANE ADHESIVE • METH00. • • • • • RATE To polyisocya n u rate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HD1 or Fiber Base HD6 EverGuard TPO EverGuard WB181 Bonding Adhesive (WB181) Contact (both sides) at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum- • • • • • A fiberafioof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive (L- Conbaci(Uth cide6) e46191/squa?Vsurface VOC) • • • • • EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding • • • Contact (both sides) • • • • • • 0.84 gal/square/surface Adhesive (TPO 3-Square) EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 Ibs/square EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive (WB181) Wet lay (substrate) 0.83 to 1.0 gal/square GAF LRF Adhesive M (LRF-M) or LRF Adhesive 1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located directly over EverGuard TPO FB Ultra 0 (LRF-0) Wet lay (substrate) the adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5-inch thick. EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive (GAF 2-Part) Wet lay (substrate) "Spatter pattern" at 3.75 Ibs/sq. EverGuard TPO FB Ultra OlyBond 500 Wet lay (substrate) "Spatter pattern" at 0.32 gal/square. 17. Vapor barrier options for over structural concrete deck with adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; • DECK; OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE ATTACH 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 FlexPly 6 Hot asphalt applied Hot asphalt -360.0 VB-2. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Granule Torch -applied GAF 2-Part, 12-inch o.c. -169.0 VB-3. 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-4. GAF SA Primer GAF SA Vapor Retarder Self -adhering GAF 2-Part, 12-inch o.c. -202.5 VB-5. 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-6. 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-7. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 Hot asphalt applied GAF 2-Part, 12-inch o.c. -270.0 VB-8. 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-9. GAF SA Primer GAF SA Vapor Retarder Self -adhering LRF-M, 12-inch D.C. -202.5 VB-10. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply #75 BaseSheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6 Hot asphalt applied LRF-M, 12-inch o.c. 495.0 VB-11. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Smooth Torch -applied OlyBond 500, 12-inch o.c. -165.0 VB-12. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth Torch -applied OlyBond 500, 12-inch D.C. -180.0 VB-13. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth Matrix 102 SBS Membrane Adhesive at 1.5 gal/square OlyBond 500, 12-inch o.c. -202.5 VB-14. GAF SA Primer GAF SA Vapor Retarder Self -adhering OlyBond 500, 12-inch o.c. -202.5 VB-15. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW Smooth Torch -applied OlyBond 500, 12-inch o.c. -232.5 VB-16. 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 OlyBond 500, 12-inch o.c. 352.5 18. Side laps for EverGuard Freedom TPO with RapiclSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R19 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 4 of 88 • ... ... .. .. . . . .. .. . . . . . . . . . . . • • • • . . . • • • • • • .. . .. . "' ' . ' .. • . •. NNEM01letc. .. . .. . . .. . 19. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS St tie qt P:rforate* Verkiet*Base Sheet, ('oill ed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8"4teat welded sia{edaps. • • • • • 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 FB Ugrsa. • . • • • 000 • • 21. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard %trej*-rPO 41.14ta maybe used.as an alternate to EverGuard TPO FB Ultra. • • • •• • • 22. The following insulations are interchangeable within the scope of this Evaluation Report: a o ' •' : : 000 • •' ➢ EnergyGuard Polyiso Insulation -�, EnergyGuard NH Polyiso Insulation; ➢ EnergyGuard Ultra Polyiso Insulation U EnergyGuard NH Ultra Polyiso Insulation; ➢ 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 load resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wind loads. TABLE 1A: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 16) MDP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (Note1) (Psf) Min.15/32- GAFGLAS #75 Base Sheet, 32 ga., 1-5/8- Min. 1-inch EnergyGuard Min. 0.5-inch Structodek High Density Fiberboard EverGuard TPO FB inch plywood Tri-Ply #75 Base Sheet, inch dia. tin 8-inch o.c. at min. 4- Polyiso Insulation, Roof Insulation or One or two plies Ruberoid 20 Ultra in hot or wood GAFGLAS #80 Ultima Base caps with 12 inch laps and 8-inch EnergyGuard Ultra Polyiso EnergyGuard Perlite Smooth, Ruberoid Mop Smooth, asphalt or GAF 2- W-1. plank; 24" Sheet, GAFGLAS ga. annular o.c. in two, equally Insulation or EnergyGuard HA Recover Board or Min. HA Ruberoid Mop Smooth 1.5 or Part (spatter) or -45.0 spans; Sd Stratavent Nailable ring shank spaced, staggered RH Polyiso or min. 1.5- 0.75-inch EnergyGuard Ruberoid Mop Plus Smooth in OlyBond 500 ring shank Venting Base Sheet, nails center rows inch EnergyGuard RA or Perlite Roof Insulation hot asphalt (spatter) nails 6" o.c. Ruberoid 20 Smooth EnergyGuard RN (homogeneous) Min. 15/32- GAFGLAS #75 Base Sheet, ga., Min. 1-inch EnergyGuard One or two plies Ruberoid 20 EverGuard TPO FB inch I plywood Tri-Ply #75 Base Sheet, inch dia. tin in 8-inch o.c. at min. 4- Polyiso Insulation, Min. 0.25-inch Dens Smooth, Ruberoid Mop Smooth, Ultra in hot or wood GAFGLAS #80 Ultima Base .tin caps with 12 inch laps and 8-inch EnergyGuard Ultra Polyiso Deck Prime or Ruberoid Mop Smooth 1.5 or asphalt or GAF 2- W-2. plank; 24" Sheet, GAFGLAS ga. annular o.c. in two, equally Insulation or EnergyGuard HA SECUROCK Gypsum- HA Ruberoid Mop Plus Smooth in Part (spatter) or -45.0 spans; 8d Stratavent Nailable ring shank spaced, staggered RH Polyiso or min. 1.5- Fiber Roof Board hot asphalt or Ruberoid HW 25 OlyBond (s500 ring shank Venting Base Sheet, nails center rows inch EnergyGuard RA or Smooth or Ruberoid HW atter) (spatter) nails 6" o.c. Ruberoid 20 Smooth EnergyGuard RN Smooth, torch -applied Min.19/32- 32 ga., 1-5/8- Min. 1-inch EnergyGuard Min. 0.5-inch Structodek High Density Fiberboard EverGuard TPO FB inch plywood GAFGLAS #80 Ultima Base inch dia. tin 9-inch o.c. at min. 4- Polyiso Insulation, Roof Insulation or One or two plies Ruberoid 20 Ultra in hot or wood Sheet, GAFGLAS caps with 12 inch laps and 9-inch EnergyGuard Ultra Polyiso EnergyGuard Perlite Smooth, Ruberoid Mop Smooth, asphalt or GAF 2- W-3. plank; 24" Stratavent Nailable ga. annular o.c. in two, equally Insulation or EnergyGuard HA Recover Board or Min. HA Ruberoid Mop Smooth 1.5 or Part (spatter) or -45.0 spans; 8d Venting Base Sheet, ring shank spaced, staggered RH Polyiso or min. 1.5- 0.75-inch EnergyGuard Ruberoid Mop Plus Smooth in OlyBond 500 ring shank Ruberoid 20 Smooth nails center rows inch RA or Perlite Roof Insulation hot asphalt (spatter) nails 6" o.c. RN EnergyGuard RN EnergyGuard (homogeneous) NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R39 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 5 of 88 . . ... . . . ... . . . . . . . . . . . • . .• . ••• • • •. . . . • NEMO I etc. -TABLE 1D: .. •. .. RECOVER BONDED ROOF COVER System Tpeck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 16) MDP No. Layer Type L • • : Fasteners • • • • JA tach Base Cap (Psf) EveRGUARD TPO: • • • • • • • • • • • W 28. Min. 19/32-inch plywood at (Optional) One or more layers, Min. 2-inch EnergyGuard Polyiso • • • • • • • • • s • • • • Note Fastener • • lsp*er 2.67 ftz None EverGuard TPO / #1121, TPO max. 2 ft spans any 1 (#14 only) 3-Square -45.0` combination Insulation (Optional) One or Min. 0.25-inch Dens W 29 Min. 19/32-inch I plywood at more layers, any Deck Prime or Note 2 (#14 Fastener only) 1 per 2.67 ftZ None EverGuard TPO / #1121, TPO -45 0' max. 2 ft spans combination SECUROCK Gypsum- 3-Square Fiber Roof Board Min. 19/32-inch plywood at (Optional) One or Min. 1.5-inch EverGuard TPO / #1121, TPO W-30. max. 2 ft spans more layers, any EnergyGuard Polyiso Note 2 (#14 Fastener only) 1 per 2 ft2 None 3-Square -45.0' combination Insulation Min. 19/32-inch plywood at (Optional) One or Min. 1.5-inch W-31. max. 2 ft spans; 8d ring more layers, any EnergyGuard Polyiso Note 2 1 per 1.78 ft' None EverGuard TPO / #1121, TPO -52.5 shank nails 6" o.c. combination Insulation 3-Square Min. 19/32-inch plywood at (Optional) One or W-32. max. 2 ft spans; 8d ring more layers, any Min. inch Dens Note 2 1 per 1.78 ft' None EverGuard TPO / #1121, TPO -52.5 shank nails 6" o.c. combination Prim Deck Prime 3-Square Min. 19/32-inch plywood at (Optional) One or Min. 0.25-inch W-33. max. 2 ft spans; 8d ring more layers, any SECUROCK Gypsum- Note 2 1 per 1.78 ftz None EverGuard TPO / #3121, TPO -60.0 shank nails 6" o.c. combination Fiber Roof Board 3-Square Min. 19/32-inch plywood at (Optional) One or Min. 1.5-inch W-34. max. 2 ft spans; 8d ring more layers, any EnergyGuard Polyiso Note 2 1 per 1.6 ftz None EverGuard TPO / #1121, TPO -60.0 shank nails 6" o.c. combination Insulation 3-Square Min. 19/32-inch plywood or (Optional) One or Min. 1.5-inch W-35. wood lank; 24" spans; 8d P P more layers, an y y EnergyGuard Polyiso � y Note 2 #14 Fastener only)1 ( per 1.33 ft' P None EverGuard TPO / #1121, TPO -60.0 ring shank nails 6" o.c. combination Insulation 3-Square EveRGUARD TPO FB ULTRA: Min. 19/32-inch plywood at (Optional) One or Min. 2-inch EverGuard TPO FB Ultra / W-36. max. 2 ft spans more layers, any EnergyGuard Polyiso Note 2 (#14 Fastener only) 1 per 2.67 ft Z None GAF 2-Part (spatter) or -45.0' combination Insulation OlyBond 500 (spatter) Min. 19/32-inch plywood at (Optional) One or Min. 1.5-inch EverGuard TPO FB Ultra / W 37. max. 2 ft spans more layers, any EnergyGuard Polyiso Note 2 (#14 Fastener only) 1 per 2 ftZ None GAF 2-Part (spatter) or -45.0' combination Insulation OlyBond 500 (spatter) Min. 19/32-inch plywood at (Optional) One or Min. 1.5-inch EverGuard TPO FB Ultra / W-38. max. 2 ft spans; 8d ring more layers, any EnergyGuard Polyiso Note 2 1 per 1.78 ft' None GAF 2-Part (spatter) or -52.5 shank nails 6" o.c. combination Insulation OlyBond 500 (spatter) Min. 19/32-inch plywood at (Optional) One or Min. 0.25-inch Dens EverGuard TPO FB Ultra / W-39. max. 2 ft spans; 8d ring more layers, any Deck Prime Note 2 1 per 1.78 ft' None GAF 2-Part (spatter) or -52.5 shank nails 6" o.c. combination I OlyBond 500 (spatter) NEMO ETC, LLC Evaluation Report 01506.12.13-1-R20 for FL36730-R39 Certificate of Authorization #32455 61' EDITION (2017) FBC HVH2 EVALUATION Revision 20: 12/17/2018 Prepared by: Robert Nieminen, PE-59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 10 of 88 TGFU.R1306 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LI SEXT/ 1 FRAME/showpa... 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 "Ener-gyGuarcITM Ultra" or "EnergyGuard'" RA" or "EnergyGuard'" RN" or "EnergyGuard'" Rill or "EnergyGuard'" RV or "EnergyGuard'" RM", any thickness or any UL classified 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. Dedc: 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 "EnergyGuard'" Ultra" or "EnergyGuard'" RA" or "EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard" RM", any thickness or any UL classified 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. 11. Deleted. 12. Deleted. 14. Dedc: C-15/32 Incline: Unlimited Slip Sheet: — One or more plies "VersaShield@ Solo'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — Any UL Classified, any thickness, any combination, one or more layers (except EPS and wood fiberboard), mechanically fastened. Membrane: — Any UL Classed GAF or Duro-Last Inc. mechanically fastened (membrane must be currently Certified for use over the insulation used. Actual incline Is determined by the membrane/insulation Certification. This Certification is only for use with GAF or Duro-Last Inc. TPO membranes). • • • • • • •••• •• ••• >. Ihdide: 1 l > > > . t• . • .• • Insulation: — Polystyrene or EPS or beadboard, any thickness, mechanically fastened. • • • • • • • • • • Go • • • 0— Slip Sheet: — One ply "VersaShield@ Fire -Resistant Roof Deck Protection" or two plies "VersaShield@ Soio,'ll Fire Resistant Slipsheet", • • mechanically fastened. "•"' Membrane: — Any UL Classified (membrane must be currently Classified for use over the insulation used! �1StV ltncline I iQet&frflned by the existing membrane/insulation Classification), mechanically fastened. . • • • • • • •••••• •••• ••••• 16. Deleted. •• •• ••'• •••••• • 17. Deleted. : : • • • • • • • • •••••• 18. Dedc: NC Incline: 2 • • • • • • Membrane: — "EverGuard@ TPO FB Ultra" 45-mil to 80-mil or "EverGuard Extreme@ TPO FB Ultra" 50-Allo 86-mil, rpeciyanicjlly • • 19. Dedc: C-15/32 Incline: 21/2 Slip Sheet: — One or more plies "VersaShield@ Solo'" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 45 to 60 mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO" mechanically attached. Slip Sheet: — One or more plies "VersaShield@ Solo'" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 80-mil "EverGuard@ TPO" or "EverGuard@ Extreme(g) TPO", mechanically attached. 21. Deck: C-15/32 Incline: Unlimited, See Note 1 Slip Sheet: — One or more plies "VersaShield@ Solo'" 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. Dedc: C-15/32 Incline: 1/2 Insulation: — "Minimum 3-in. thick "EnergyGuardTM 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. Dedc: NC Class B - Mechanically Fastened Incline: Unlimited 42 of 48 7/27/2016 5:26 PM MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke t0s: 9 0ceptan cej • • • if it is determined by Miami -Dade County Product Control Section that this product or matSriaLfails to meet the • requirements of the applicable building code. ..' .... .. .. ...... This product is approved as described herein, and has been designed to comply with the Flgrld4 $,vilding Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 ...... .... . ..... DESCRIPTION: Low Profile Concrete Tile ...... • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo:Cite,'Mate and Nlowing�• statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and tliereltas beei;gq change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.06 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino a NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesive set, direct deck or Thickness ='/z" Class III battened nail -on applications. 0000 . . .... ..... . Low Profile Lenght = 17" TAS 112 Flat profile concrete fdbf tale equippgd with two '. Concrete Tile Width = 12 '/4" Type 3a .... ...... nail holes. For adhesi..vaset., direct $ecC or Thickness ='/2" Class III battened nail -on appi;caj ons. . • • • • ;••••; Low Profile Lenght = 17" TAS 112 . ...... .... . ..... Flat profile concrete uwf file with slate -finish..... • Concrete Tile Width = 12 '/4" Type 3a equipped with two n if holes. Fcw adhesive set-,**:* Thickness ='/2" Class III direct deck or batte4tl*iZ l-on applications. '. . . . . ...... Low Profile Lenght = 17" TAS 112 Flat profile concrete root'tWe with sh` ke finisk • • • - Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. Folr. �Sive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. NOA No. 17-0822.13 MAMWADECOUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 9 2A EVIDENCE SUBMITTED: Test Aueney Test Identifier PRI Asphalt Technologies ERPF-00 1 -02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ATL of South Florida Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(l, 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 RT0706.01-17 Test Name/Resort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing • • TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing • • • • • • TAS 102 ••�••� Static Uplift Testing TAS 102 Static Uplift Testing • TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-112 TAS-112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 .... ...... • Oct. 1994 • • .. .. ...... reb. 1995.0.0: ...... March, 199,5, : • • • Dec. 199& • • • : • f5ea 1995 • •.• Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 09/25/ 17 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61 G20-3 of the Florida Administrative Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. • • • • • • 4.2 Data For Attachment Calculations "" • • • • • • Table 1: Average Weight (W) and Dimensions (I x w )• • •: . • Tile Profile Weight-W (Ibf) Lengtff 1'(fQ Width-w (f1��• Low Profile Flat Tile 11.4 1 1.42,--• 1 ••4.-03 ••• Table 2: Aerodynamic Multipliers - A (ft3) """ ' . . Tile Profile j\ (ft3) : { :•• Batten Application ••• Direct Deck APT3jicati6n Low Profile Flat Tile 0.301 0.279 • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) 2-10d Ring Shank Nails 30.9 38.1 17.2 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 9 Low Profile Flat Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Low Profile Flat Tile 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" the headlap and fasteners are located a min. of 2Y2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems .... Tile Profile Tile Application :Atta'ohmenf Rresistance Low Profile Flat Tile Adhesive' • • • • • T 8 • • • • • 1 See manufactures component approval for installation requirements. ...... 0:.. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset(& AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - KItc-i4f) for Single Patty Adhesive Set Systems : ' : . . ... Tile Profile Tile Application :Atf?eohment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 1189A. ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProT"" 4 Medium paddy placement of 24 grams of Pol ProT"" Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 9 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EA i G0 �� FLORIDA .. .... ...... (LOCATED ON UNDERSIDE OF TILE) • • • : + • • • ...... OR EAGLE FL • • .. .. • .... • ••••• ...... . • 0 . . . . ••••• • •••••• (LOCATED ON FRONTSIDE OF TILE) • •goo.' •• • Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 9 PROFILE DRAWING LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 9 [:I LOW PROFILE ROOF TILE F'j LOW PROFILE ROOF TILE •o•• J • • • •Sot ••••t• •• • • • • ••tSi• •• •• •••S•• • ••tot• • • o ••S• • • • • • • ••o•S• 0000 •S•••• Soot ••tt• • Soot•• • S • • • • •••••• • •et•t• • • •• • • 5� •tot 12%41 NOA No. 17-0822.13 MIAMWADECOUMW Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 8 of 9 ...'',", . . .... ...... ...... .. .. ...... LOW PROFILE ROOF TILE .... ...... END OF THIS ACCEPTANCE .... . ..... NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 9 of 9 MIMI®QADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this atleptance, if it is determined by Miami -Dade County Product Control Section that this product or matetij•faes to meet the requirements of the applicable building code. 000000 ••.•• •; 000000 This product is approved as described herein, and has been designed to comply with the FloririaBuilding Cade including the High Velocity Hurricane Zone of the Florida Building Code. 000000 • • : " ..... ..... DESCRIPTION: Polyglass Polystick Underlayments ; "' 00000 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and following • 0 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.] 5-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/Volyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing merpbrage. Desigj4 jas a meal• • • roofing and roof tile underlayrnarft.: • Location #2 . '. Polystick TU Max YlW:i1�ir 65'8" x 3'3-3/8" TAS ] 03 and A rubberized asphalt self -ad • • • • of ester reinforcen" "' P Y Manufacturing 60 mils thick • ASTM D 1970 waterproofing membrane. Designed as a 4 root tile • • • • • • • •.•..0 Location #1 & #2 underlayment. :""' ••••• Polystick TU P 32'10" x 3'3-3/8" TAS 103 and A rubberized asphalt waterprppiylg•meml;ra iV' glass- • 0 • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced witkq&gzanular surface • • designed for use as atile roo;underlayment. ....;. Location #2 .90 . Polystick TU Plus 65' x 3'3 3/8" TAS 103 and A rubberized asphalt self-ad13eiri$g,glass-frbef(polyest r • • • (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Destg&d,As a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'l0" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R] TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS l 10 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 " 1b917/14 PLYG-SC ] 0130.06.16-3 TAS 103 &TAS 1M M. • 0��/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS.1L4.. � • ••.Nj7/16 �����• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •, 69/29/06 :....: PUSA-055-02-02 •66 TAS 103 '....' ; • • 1,14 0/07 : ' PUSA-089-02-01 TAS 103/ASTM D4798 &Ci14M .Q;/.06/09..:.. .. .. .... ...... Momentum Technologies, Inc. JX201­17A TAS 103/ASTM D4798 X tIM 04/01/08 .' RX14E8A TAS 103/ASTM D4798'& G1S5 ;.. j:409/09••••.• DX23D8B TAS 103/ASTM D4798k PfS5 02/18/10;•..�; DX23138A TAS 103/ASTM D4798 & G155 • 1 l8/l0' ' LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. .... Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at aminintum 4" head lap. (fdt";• .• base sheet only) • • • • • • • Membrane: Elastoflex S6 G, hot asphalt applied ""' ` • Surfacing: See General Limitations Below. • • �'. :.. •:. • Deck Type 1: .. .. .... ...... Wood, non -insulated •..... �• Deck Description: Min. 19/32" plywood or wood plank ....:. ""• • System Type E(3): Base sheet mechanically fastened to deck, subsequent cap mambrIne sejf- adhered.; • • • •; Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. "" Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be Goesapplied over the underlayment. . . .... ...... so** . GENERAL LIMITATIONS: 00 6 Y•• •••• Y •. Y Y Y 1. Fire classification is not part of this acceptance. .... • • • • • • YYYYYY 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pofj stf ck MTS Plus may be: • • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rooii iNsystems OnYquarl � � � • slate roof assemblies. • • • • • • Polystick TU P may be used in all the previous assemblies listed except metal roofing. ' *see** Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing aad roof tile S j ?tems.. • Polystick TU Max maybe used in non-structural metal roofing and roof tile system;... • • • •": Elastoflex S6 G may be used in roof tile systems only. •' • • 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (U) Proflle MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved We, System Notice of Acceptance and applicable Florida Building Code requirements. When battens r@ requirea,e?hey sha'li • o : • be utilized during loading and installation of tiles. • ...... .. .. ...... 10. Care should be taken during the loading procedure to keep foot traffic to a minimum Hd 18 hvoid dropping of • • • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loxdiri procedUe. w-.lvo tiles • go laid perpendicular to slope followed by a maximum four tile stack parallel to the slope9 o>:a total of 6 tiles — f0 0 0 0 all underlayments except Polystick MTS which shall be loaded onto battens. . • •. • • 0000 *go* • • O CL 0 in em �O POL` nCKTU Rus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 000000 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage a ft,.Se4n as pel Polk glass• • • : • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimutv.1.1W, metdl4gk as • • • • ; • required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail ptea,Wea pail j h far" on: 6060•: the face of membrane, with the above stated nails and/or disks. The head lap membranVilto covet the area bei-4: • • back -nailed. (Please refer to applicable local building codes prior to installation.) •: • :"' "•" .. .. .... ...... 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contget! 0 • : • .' 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass •"' Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium M% Fta$hing Qemgpt, ; • • • • XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applien.ib.haween the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MMMMADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. 00 0 ...... . . . . ...... 0 .. ...... .60. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION in 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. .... This product is approved as described herein, and has been designed to comply with theehorida 13riilding Cow including the High Velocity Hurricane Zone of the Florida Building Code. • ...... .. .. ...... DESCRIPTION: ICP Adhesives Polysee AH-160 ' .... . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or log;,':yry, sta% �I followr 9 statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereirn..... , • . . . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed apd tDeje haseen no chax e . .... in the applicable building code negatively affecting the performance of this product. • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriation Saecifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 .... ICP Adhesives ProPack® N/A Dispensing Equipment .' . • • • • • • • • • • • 30 & 100 •••••• •• •• ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • ..... Any Miami County Product Control Accepted Roof Tile Assembly having IyQt * yPhich lisp attachmen!" -Dade a current resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • ...... • MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./8.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @I58°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02121412 TAS 123 . . • .... ...... 528454-2-1 TAS 101 "':' ` W/23198 • • • • • 528454-9-1 0,..... 528454-10-1 ••�• ' 520109-1 TAS 101 f2/;$/98 520109-2 •••••• • ••�••• 520109-3 • 520109-6 ...... 520109-7 • 520191-1 TAS 101 " 03/J. 99 • 520109-2-1 0900 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • . • ' .... ` • • , • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within l to 2 minutes after ICP tdhes:ves •. ...... .. .. ...... Polyset® AH-160 has been dispensed. • • 9. ICP Adhesives Pol set® AH-160 placement and minimum a weight shall be in ac mdati a with the • : • Y P patty F� q � ...... 'Placement Details' herein. Each generic tile profile requires the specific placement notlytl•lterein. • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: else *fees* • • • • .. . . s f •••.s• •• •• •••e•• All approved products listed herein shall be labeled and shall bear the imprint or identifiable "rAkog of the . manufacturer's name or logo and following statement: "Miami -Dade CountyProduct Contro A.. .. 4ved" .r.hMami:""': ..... Dade County Product Control Seal as shown below. **:so: � • .... sees* WNW31pE NTY •• •• ••s• •..s•• sees•• • • s • • • • •••••• BUILDING PERMIT REQUIREMENTS: • :**a*: As required by the Building Official or applicable building code in order to properly evaluate the installati94A• Mhis system. NOA No.: 17-0322.03 MIAMH ADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 tb►aW9bah5tkoemert .N "WIM40 on 90"A1 ADHESIVE PLACEMENT DETAIL # 1 P+ady�ti�n..ehTn.l� rm.a"Um Nsdo OW Rb"oo pis le When raqubedt tMta bust rOW"I 10in.r i n.,Ado Ban" oplbl ° afte weephore 101m ,1 in. Ea�edosuR Fiat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. . . .... ...... Medium Profile / Double Pap'Toe • • ...... .. .. ...... 1. Starting at the eave coupeev apply a minimum 2" (50.8 mm) x 10" (254 rrj"wI" (25A mra) foam:" • .....0 paddy onto the underlaythel7rpositioned as shown.... under the pan portion of W file closesiCtvfhe • • • • • .. overlock of the the being set... .....•. . • . 2. Continue in same manryer. Irlsure approximately 11 (109.7 cm2) — 23 (148.4 ctf) Square inckadhesil • • • contact with the underside of the till..:..' High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 t�+aiaam IrdAylNnwnATiM) U�dottsymNR . eatDru aps"A sft.cGUM iota fa.da 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. .... . . .... ...... 3. Continue in same manner. IfiSure'approomittaly 10" • (64.5 cm2) - 12(77.4 cm2) %t tWe inch adlieslee • • • • 0 • contact with the underside of theltile. ' .... . . . . ..... ..... . . .... ..... . ..... Medium Profile / Double Pan MUG 0 .. ; . , :::: . ...... . . 1. Starting at the eave course, apply a minimum 2" (5(19..:. mm) x 10" (254 mm) x 1';(25.41nm) foam paddy : 6 0 0 0 onto the underlayment positioned as sto%y d t pder the • pan portion of the tile closest to the oveA81K of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Map �� hdA/ IMnwuA TiIN i e�ee.ns "Alaft t Lm co W. mw+heb 101M. : ti Sm dusum High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock gf tre tile being set. .... ...... 3. Continue in same mannerAmpre appromroatoly 17':... % (109.7 cm2) - 19 (122.6 cr 1)%tlttare inch adhesive • contact with the underside.ofth%tile. • .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 dwouo ptaptasft c mem PA" roetwem tBeo op ' 1 eattmwai o+�l lundwdiet an top oiue 4=4 in. paft =atn 10 i11 rareUaame Fhdn.aw ProM*Tll* Nlatllum ProfIle"a On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment'juct below the second course line pq$ittoled foarp paddy • `• •: • under the strengthening 4b fpc flat tite.,.Or•Qnder tjrg • • pan portion of the tile, oloriketo the underlock f% • the second course tile to be4iistalled• Insure :" approximately 8-9 in (St.,OL58.I crr; Uadhesive•... contact with the understd48f the tile. ; • • • • • • • • .. .. .... ...... (Instructions continued on Vext gage) • • • • • .. . . .. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hlgfi Prof leTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. •• •• •••• •••••• • • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL t) Place enough adhesive to achieve 65 to 70 s%In. Steep pitch applications In contact with the pan tile. when r"Wred) 2) Turn coven upside down. Plan5adhesive in to t In.6om ouW de edge of cowThen Install the die. Ensure 20 to 2S a%in. contact area.dC) o IUnderlayment i Eave closure (motor shown) Fascia Board Remove top portion of the ewe course cover die. Abut to second course of pantiles. Ensure am and of pan and cover dies are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. •••••• •••••• 3. Turn covers upside d%wve.VosineWyGdersiqe,•.:• of the tile. Apply a mini" 1" (25.4 mm) x IQ" • (254 mm) bead of ad4esive directly on the innel"": edge of each side of the Mer tile.sLeave • • e •. approximately 3/4" (IV Oft; to 1" (4!4 tnm) • • o • • • from the outside edge of Elie tile, iAWd, free of***: • ...�.. e foam to allow for exppnsrorP9 • ...... ...... 4. Turn cover tile over ai3t3rl4m is appUgd and ; • • • • place onto pan tile course. Insure AadiMium of 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11