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RF-10-23-2518Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 115 NE 94TH ST, Miami Shores, FL 33138 Contacts Issue Date: 10/18/2023 Parcel Number 1132060132870 Permit NO.: RF-10-23-2518 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 04/18/2024 William Jurberg TRS Owner TOP SEAL SERVICES CORP Contractor 115 NE 94 ST, Miami Shores, FL 33138 RONALD MEDINA Mobile: 3056093851 billy@billybiancodesigns.com 1111 E 24 ST, HIALEAH, FL 33013 Business: 3057547844 ronaldm@topsealservices.com --- Description: INSTALL NEW TILE ROOF COLOR THRU TILE - Valuation: $ 16,000.00 Inspeon Re nests: WHITE PLUS FLAT ROOF Total Sq Feet: 1,897.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $4.96 DCA Fee $3.30 Education Surcharge $4.80 Permit Fee (Manual) $62.35 Permit Fee (Manual) $218.12 Scanning Fee (Manual) $12.00 Technology Fee (Manual) $33.05 Total: $398.18 Payments Date Paid Amt Paid Total Fees $398.18 Credit Card 10/12/2023 $50.00 Cash 10/18/2023 $348.18 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul g constni ion and zoning. Futhe ore, I ut ze th above nam co tractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor I Agent Date October 18, 2023 Page 2 of 2 DECEIVED Miami Shores Village OCT 12 2023 Building Department BY:, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762.4949 FpBC20Z0�� BUILDING Master Permit No. `\ F - (0 - Z3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS y� (, ig q JOB ADDRESS: I L- 3T City Miami Shores County, Miami Dade zip: 3 1-58 Folio/Parcel#: I I - 3 2-0" 0 1 3 - a -7 0 is the Building Historically Designated: Yes _ NO V_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0 t 0/. / r 'erg Phone#: Address: I IS N1: 47 5-fL City: M I af-tl '4abn re.S g State:' Zip: 3 3 6 Tenant/Lessee Name: Phone#: , Email: CONTRACTOR: Company Name: Address:: III I City: k Qualifier Name: I 30Sg86 32Do ate: T--L Zip: 3 3 D ( 3 1 ACL . Phone#: 30Sg8(03270 State Certification or Registration #: ( f e I-530 1(9 Certificate of Competency #: _ DESIGNER: Architect/Engineer: o V-> Phone#: State: _Zip: Value of Work for this Permit: $ I � 1 000 . Square/Linear Footage of Work: 1 $ CI'l 5 ^f�T Type of Work: ❑ Addition /-I� Alteration %New [IRepair/Replace ❑ Demolition Description of Work: oi1JS`hfA l I Nz-W 4; Les g ocq.- Specify color of color thru tile: �� 102 (fro -0'l � (� f 4� Submittal Fee $ -` u' Permit Fee $ Z,.1��s' 1 CCF $ R• �O Co/Cc $ Scanning Fee $ �2 • OD Radon Fee $ OF:ft �0 DBPR $ � • q 4 Notary $ Technology Fee $ 33 - b'9 Training/Education Fee $ N-Double Fee $ Structural Reviews $ Bond $ CL TOTAL FEE NOW DUE$ 3LA9•IS iRev1sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address city Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 certffled copy of the recorded notice of c7encement must be posted a[ the job site for the first inspection which rs ven (7) days after the b tiding permit is issued. absence o> f such posted notice, the inspection will not be appro d and a rei pection fee wfl charged. /^\ OWNER The foregoing instrument ,,w"" ��-W I *Z-_ day of me or who has produced edged before me this J 20 Z 3 by is_personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ^" APPROVED BY (Revlsed02/24/2014) TAMMY DIAZ-MEDIA Commission # HH 424110 Expires July 20, 2047 The foregoing instru lent was a-c1Wdtwvfedged before me this tb day of to C—T , 20 � . by F—Qr� kJt4 tL -bho is personally known to as me or who has produced as NICHOLAS MEDINA identification and who did take an Notary Public NOTARY PUBLIC: c State of Florida = Comm# HH178647 .r 0 a, Expires 9/2312025 Print: Seal: ttttttttt•ttttttt{tttttt Yttttt•tttttttt♦ttttttttttttttt Plans Examiner Structural Review Zoning Property Search 10112123, 8:39 AM Folio: 11-3206-013-2870 Sub -Division: a MIAMI SHORES SEC 1 AMD Property Address 115NE94ST Owner WILLIAM JOHN JURBERG TRS WILLIAM JOHN JURBERG REV TRUST Mailing Address 115NE94ST MIAMI SHORES, Ft.33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths /Half 3 / 4 / 1 Floors 1 Living Units 1 Actual Area 4,137 Sq.Ft Living Area 2,793 Sq.Ft Adjusted Area 3,329 Sq.Ft Lot Size 12.435.6 Sq.Ft Year Built 1960 https://www.miamidade.gov/Apps/PA/PropertySearch/#/ Page 2 or 5 Property Search 10/12123, 8:39 AM Featured Online Tools Comparable Sales Glossary Report Discrepancies Value Adjustment Board Year Land Value Building Value Extra Feature Value Market Value Assessed Value Year COUNTY Exemption Value Taxable Value SCHOOLBOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value Report Homestead Fraud Tax Visualizer PAAdditionalOnline Property Record Tools Cards Special Taxing Tax Comparison Districts and Other Non -Ad valorem Assessments Property Search Help Tax Estimator Property Taxes TRIM Notice 2023 2022 2021 Benefit Type 2023 2022 2021 $708,529 $534,317 $372,756 Save Our Homes Assessment $568,123$410,241 $150,683 $403,475 $403,475 $289,623 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 $16,810 $16,810 $16,810 _... _ .. _..... _._.._.__.. - __.. Second $1,128,814 $954,602 $679.189 Exemption $25.000 $25,000 $25,000 Homestead $560,691 $544,361 $528,506 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board City Regional) ,.:A 2023 2022 2021 1 5341 6 53 42 $50,000 $50,000 $50,000 MIAMI SHORES SEC 1 AMD PB 10-70 $510,691 $494,361 $478,506 LOT 15 & W40FT OF LOT 16 BILK 21 LOT SIZE IRREGULAR $25,000 $25,000 $25,000 OR 18857-1723 11 1999 1 $535,691 $519,361 $503,506 $50,000 $50,000 $50,000 $510,691 $494,361 $478,506 $50,000 $50,000 $50,000 $510,691 $494,361 $478,506 Previous Sale Price OR Book -Page Qualification Description 10/28/2019 $817.500 31677-3593 Qualby exam of deed 11/01/1999 $220,000 18857-1723 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. r Previous Owner 1 MICHEL RHEAULT &W CYNTHIA https://www.miamidade.gov/Apps/PA/PropertySearch/#/ Page 3 of 5 TAS 106 TEST RESULTS REPORT GENERAL INFORMATION YP BEST SERVICES INC UP LIFT TEST EXPERTS LAB. CERTIFICACION NO. 22.0120.06 12170 S.W.128Th CT MIAMI, FL 33186 Phone: 786-721-2324 email: ypbestservicesla'1,gmaii.com Owner's Name: WILLIAM JURBERG TRS JOB Address: 115 NE 94th St, Miami Shores, FL 33138 Roofing Contractor: TOP SEAL SERVICES CORP Type of Tile: BORAL SAXONY 900 Approximate roof Height: 24 Approximate Square footage of roof: Required testing force: 35 lbs. Date Tested: 10/28/2023 19 Permit#: RF-10-23-2518 _ Date Installed: Roof pitch: 4/12 Ft2 Numbers of Tests: 44 TEST LOCATION PASS FAIL CORNER 4 PERIMETER 8 RIDGER 13 FIELD 19 TOTAL 44 IN Accbf bAhcE:WITHTHE CRITERIA OF PROTOCOL PA 106. THIS ROOF ASSEMBLY DOES PASS THE STATIC UPLIFT QUALITY CONTROL TEST. TkISTAS 106 TEST�HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS ; ''THISREPORYIS'W TTGUARANTE ED IN CASE OF NATURAL DISASTERS. IID .9'i5 d� 3 TAS 106 TEST RESULTS REPORT GENERAL INFORMATION YP BEST SERVICES INC UP LIFT TEST EXPERTS LAB. CERTIFICACION NO.22-0120.06 12170 S.W.128Th CT MIAMI, FL 33186 Phone: 786-721-2324 email: ypbestservices@gmaii.com ROOF DIAGRAM 5 14 16 34 37 15 35 � 17 23 18 38 42 41 11 24 43 6 19 8 25 40 36 20 39 26 30 21 33 29 31 27 32 28 44 7 14.1 V 1�' " Miami -Dade County (MDC) 2020 HVHZ Electronic Roof Permit Form Section A (General Information) FF , I0'Z3 -ZSIH Master Permit No: Process No. Contractor's Name: Job Address: OCT 12 2023 BY: Roof Category -Low Slope ❑ Mechanically Fastened Tile 8LMMortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Tile Metal Pane!/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other I I Roof Mean Height (h) ft. Roof Type New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (R2): 7 Steep Sloped area (ft2): Total (ft.2): 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' (.6h): fL Comer Length (.6h): fL Comer Width: (.2h): ft• "-'D C � (-�, -4a(!" CITY COPY Miami Shores Village uilding Department Zoning Dept. Dat y Building Dept. Date Subject to complian e with all#de State and/ ty u es and regulations. Permit# /� " / 23 " Z4 / 0 Client Information: w Customer Information Residential Roof Re on p Top Seal Services Corp. N Ph: 305-305-0403 0 `." 115 NE 94th St, Miami Shores, FL 33138 Order No. 1000051935 Email: topsealrooNngdept2@gmail.com % October 12,2023 �J U O �MM Area Measurements C)b 254 Z12 j G � 416 749 li-j I(n 334 j iD ' 724 c_ — a E0 <C 261 Y✓ 80 477 189 Waste Factor Calculation for (54.28) Sq 5% 10% 12% 15% 18% 20% 25% 56.99 59.71 60.79 62.42 64.05 65.14 67.85 RECEIVED Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 OCT 12 2023 305-795-2204 www.msvfl.pov BY: OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 2L Z 3 10050 N E 20d Ave Miami Shores, FI 33138 ?3 Re: Owner's Name: lIJ F Property Address: II S PE_� "I q 5+ 1`At ff'L. 3313 Roofing Permit Number: Dear Building Official: I UW1 It i(ktv-\ 'S- �J- k) F-1 bexo� certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or wjh-�isions 9f'f9_94 edition of the South Florida Building Code (1994 SFBC) Signature State of Flori ,Miami Dade County l,�f LfiGIM 1_0r�QCq Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 1 2- day of 6 G+o.la -1— 20 23. /1 Notary Public, State of Florida at Large TAMA1`.' DIAZ-MEJIA Cwn,sion # HH 424110 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owner affidavit of exemption Page I of I Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUI OWN504-7 ATIO NOTIFICATION FOR ROOFING CONSIDERNS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the urpose of providing that the roof system meets the wind resistance and water instructs n 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may hav to be renailed in accordance with the current provisions of Section R4403. (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 betwee neighboring units (i.e., townhouses, condominiums, etc.) In buildings with commo roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. lY" Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof d king can be viewed from below. The owner may wish to maintain the architectural appear nce; therefore, roofing nail penetration of the underside of the decking may not be acceAa le. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain ell and may cause water to pond (accumulate) in low-lying areas of the roof. Poundi g can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Owners roofing consideration RECEIVED Miami Shores Village - BUILDING DEPARTMENE, 12 2023 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov_ BY: 6. tom/ Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof exten ion may block this discharge if overflow scuppers (wall outlets) are not provided. It may b necessary to install overflow scuppers in accordance with the requirements of Sect s R4402, R4403 and R4413. 7. ` Ventilation: Most roof structures should have some airflow through the interior of the structure assembly (the build) amou of attic ventilation shall not be reduced. It may be ben hi ventin is n resxtending the service life of the ropf. Owner/Agent ignature Date Contractor SigF� ability to vent natural itself). The existing icial to consider additional C For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia mi5horesVillage RevOI 142021 Owners roofing consideration Page 2 of 2 R�CIC-EIVED Florida Building Code 7th Edition (2020) 6Cfi i 9 2023 BY: - High Velocity Hurricane Zone Uniform Roofing Application Form for Miami Gar ens Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Materials Corp Product Approval # _ 18-0919.07 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': 37 Zone 1: _ 64 Zone 2: 84 Zone 3: 115 Max. Design Pressure, from the specific product approval system:_ 52.5 Deck Type, Plywood Gauge / Thickness: 5/8 Slone: 1/8 Anchor/ Base Sheet & No. of Ply(s): Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Top Ply Fastener/Bonding,Material: _ Type 4 asphalt _ Surfacing: NA Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' 9 " oc @ Laps, # Rows @ 9 1. oc Zone 1 7 oc@Laps, # Rows2 7"oc Zone 2 5 " oc @ Laps # Rows @ 5 1. oc Zone 3 5 " oc @ Laps, it Rows 3 @ 5 " oc Number of Fasteners Per Insulation Board Zone 1': _ Zonel: _ Zone 2: _ Zone 3: Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counternashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Details that Comply with RAS 111 and Chapter 16. .'AIfnnaAk 3,R- t 1�J SI V FT Base Sheet(s) & No. of Ply(s): 75# Base Parapf Height ��Base Sheet Fastener/ Bonding Material: 11/4 RS nails -15/8 Tin capsPly Sheets) and No. of Ply(s): Ply 4- 2 PliesMean Ply Sheet Fastener/ Bonding Material: Type 4 Asphalt T Roof HeightTop Ply: Mineral Surface Cap sheet �5s3 2jy��1 FLECEIVEI� Florida Building Code 7th Edition (2020) OCT 12 20B High Velocity Hurricane Zone Uniform Roofing Application Form for Miamide County Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: \10 Tc,,!'(+ Minimum Design Wind Pressures, From Applicable RAS 127 Table or CalcdlatioQs Zonel: :'U Zone 2e: �Z-g Zone2n: { i Zone 2r: jLL Zone 3e: { tor Slope Range: 6ir2:12 to <_ 4:12 0> 4:12 to <_ 6:12 0> 6:12 to <_ 12:12 Roof Slope: 12 Ridge Ventilation? i` IC � Roof Shape: Q'QII Hip Roof Deck Type: 0 Gable Roof or Partial Gable/Hip Roof f 1 4--1 --1 w oa c/ I Underlayment Type: zZ IP Insulation: Fire Barrier: 8 / �' Fastener Type & Spacing: I .f iJ�'; t& Co Ole- (r,_,0 Z 06w IZ 8qlq Cap Sheet Type: 5 Q(-FAoi,\-Qr,-4 a�(y" c cps I Mean Roof Height: Cap Sheet Attachment: ¢ �� x �f 1 Roof Covering: tKc Q00 sQ Drip Edge Type & Size: 3k3u Z-<-e RF�,CEIVEi� OCT 12 2023 Florida Building Code 7th Edition (2020) BY. High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for M,with the values from Mf. If the Mf values are greater than or equal to the M, values for each area of the roof, then the tile attachment method is acceptable. Method 1* "Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table 41v 7 (Zone 1: xAO.3)5 = '#.bZ )-Mg:'1-4. - =Mr, Product Approval Mf: parLJ^ (Zone2e: xAli.31S = T(oL )-Mg:+f.Z- =Mr2e jb4S Product Approval Mf: 66 I ( Zone 2n: i + x A O. N < = t, LZ ) _ Mg: 4, 4Z = Mr2 311.4 Product Approval Mf: 6 6 - 10 ( Zone 2r:xA _ -C'(-_Z )-Mg: -4-GZ =Mr2f-2421 Product Approval Mf: 4y (o (Zone 3e:xAd'31� = t1.2 )-Mg:q'i 7 =Mr3e 3`LZN Product Approval Mf: L 0 ' IU (Zone3r: 13� xA><� = f6Z )_Mg:1. U =Mra, ZZ Product Approval Mf: (Do' (6 T C' Tile attachment method: P/`dY Se . /l Alternate Tile attachment method: C P 104 `I v ��, For Uplift Based tile systems use Method 3. Compare the value's for F' with the values for Fr. If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3* "Uplift Based Tile Calculations per RAS 127" (Zones: x L = x W = )-(w)xCos 0 (Zone 2e: x L = x W = ) - (w) x cos B (Zone 2n: x L= x W= )- (w) x cos B (Zone 2r: x L = x W = ) - (w) x cos B _ (Zone 3e: x L = x W = ) - (w) x cos o ) = Fr2 Product Approval F': = Free Product Approval F': = Fr2" Product Approval F': = Fr2, Product Approval F': = Fr3e Product Approval F': (Zone 3r: x L = x W = ) -(w) x cos B ) = Fr3r Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain information Description Symbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS-127 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H lob Site Roof Slope B lob Site Aerodynamic Multiplier 7< Product Approval / Notice of Acceptance Restoring Moment due to Gravity M Product Approval / Notice of Acceptance Attachment Resistance I Mf Product Approval / Notice of Acceptance Required Moment Resistance M, Calculated Minimum Attachment Resistance I" Product Approval/ Notice of Acceptance Required Uplift Resistance F, Calculated Average Tile Weight w Product Approval / Notice of Acceptance Tile Dimensions L=Length W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application. MINI®I NB MIA-DADE COUNTY PRODUCT CONTROL 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.miamidadeeov/economy Westlake Royal Roofing, LLC 7575 Irvine Center Drive, Suite 100 i Irvine, CA 92618 P PPi�� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mat rials. 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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 revises NOA# 22-0201.08 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0714.17 MIAMI-DADE COUNTY Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 1 of 10 RECEIVED OCT 12 2023 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne Wood I. SCOPE -4 This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Westlake Royal Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Avolicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 - Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width =13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 2 of 10 RECEIVEID OCT 12 2023 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polysee AH-160 TILE BOND Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof file mortar. Touch `N Seal StormBone2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBone One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL 2.3 EVIDENCE SUBMITTED: BY Manufacturer (with Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. DAP Foam. Inc. Test Aeencv Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 TAS 101(Adhesive Set) 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 March, 1995 (i Quik-Drive Screw, Battens) Project No. 307025 Wind Driven Rain Oct. 1994 Test #MDC-77 TAS 100 Redland Tcchnologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H & III TAS 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 22-0714.17 MIAMIA COUNTY I,F77�%iflil Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 3 of 10 P E C EIVEIE) OCT 12 2023 BY: Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Walker Engineering, Evaluation Calculations 25-7094 February 1996 Inc. Evaluation Calculations 25-7496 April1996 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December1996 25-7848-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida RT0209.01-22 TAS 112 02/01/22 RT0209.04-22 TAS 112 02/17/22 PRI Construction COPO-002-02-12 TAS 101 10/12/2016 Material Technologies COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 BORR 022-02-01 TAS 101 02/25/2019 BORR 022-02-02 TAS 101 02/25/2019 BORR 022-02-03 TAS 101 02/25/2019 BORR-022-02-04 TAS 101 02/28/2019 2002T0003.03 TAS 101 11/06/20 NEMO ETC, LLC 4c-DPBS-20-LSOTM- TAS 101 12/17/20 01.C.R1 3. LmTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Building Code Compliance Office 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 forwood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile 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 (1 x w ) Tile Profile Weight-4V ([bf) Length-1 (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers -,X (W) Tile Profile ;L (R3) IL (ft3) Batten Application Direct Deck Application Saxony 900 0291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile Profile 2":12" 3":12" C 12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate &, Shake & Split Shake Direct Deck Direct Deck I Battens I Direct Deck Battens 1 Direct Deck Battens 1 Direct Deck 1 Battens Direct Deck 1 7.70 1 7.62 1 6.61 7.50 1 6.48 7.34 1 6.31 7.16 6.13 6.95 Table &- Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Mechanically Fast mied Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15132" plyiaood) (min.19132" plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 Slate, Shake & Split Shake Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nazis 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail veld U 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail ve Cli 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails(Field C 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails ve Cli NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 5 of 10 RECEIVEID OCT 12 2023 Table 5: Attachment Resistance Expressed as a Moment Mf (ft4bf) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split TILE BOND"' Roof Tile Adhesive 632 Shake TILE BOND''" Roof Tile Adhesive 653 ICP Adhesives Pol et® AH-160 31.34 Touch 'N Seal StormBond®2 595 Touch 'N Seal StormBond®(one component) 1056 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weight of 8 grams per paddy of TILE BONDTM Roof Tile Adhesive 3 Medium paddy weight of 16 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond e 2 6 Medium paddy weight of 18.7 grams between file and undedayment, paddy weight of 10.5 grams on overlap of tile of Touch 'N Seal StormBond ® one component) Table 6: Attachment Resistance Expressed as a Moment - Mr (ft4bf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate &, Shake & ICP Adhesives Pol set® AH-160 119, ICP Adhesives Pol set® AH-160 1158 Split Shake ICP Adhesives Po set® AH-160 839 ICP Adhesives Pol set® AH-160 6010 Touch 'N Seal StormBon& 2 9311 Touch 'N Seal StormBond® 2 6212 7 Large paddy weight of 45 grams of Potyset® AH-160 8 Medium paddy weight of 34 grams of Polyse[O AH-160 9 Medium paddy weight of 24 grams of Polyset® AH-160 10 Medium paddy weight of 18 grams of Polyset® AH-160 11 Large paddy weight of 45 grams of Touch 'N Seal StormBond ® 2 12 Medium paddy weight of 24 grams of Touch `N Seal Storml3ond ® 2 Table 7: Attachment Resistance Expressed as a Moment - Mr (fit-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Saxony 900 Slate &, Shake & Split Mortar Set13 43.9 Shake 13 Bermuda Roof Co. Inc. Tile-Trte Roof Tile Mortar. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 6 of 10 12ECEIVED OCT 12 2023 5. LABELING BY: 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturees name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". o LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERmtT 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 8 of 10 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush SAXONY 900 - SPLIT SHAKE 1-9/32"(Shake) NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 9 of 10 RECEIVED OCT 12 2023 NAIL HOLES 7 PROFILE DRAWINGS BY. i SAXONY 900- SHAKE END OF TMS ACCEPTANCE 1-9/32" (Shake) NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 10 of 10 RECEIVED OCT 12 2023 COUNTY BY: MIAMI-DADS 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.eovleconomv ICP Construction Inc. 150 Dascomb Road Andover, MA 01810 `,p�. , _ _ L �e SCOPE: �n D 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 revises NOA # 22-0411.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 1 of 11 r,=F,IVED 13Y. ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: OCT 12 2023 This approves Polyset® AH-160 as manufactured by ICP Construction, 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 Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications PolyseeAH-160 N/A TAS 101 Two component polyurethane foam adhesive ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Proverty Test Results Density @ 73°F ASTM D1622 2.1 Ibs./ft 3 Compressive Strength ASTM D1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D1623 29 PSI Parallel to rise Water Absorption ASTM D2842 0% Moisture Vapor Transmission ASTM E96 2.3 Perms Dimensional Stability ASTM D2126 +0.07% Volume Change @ 40' F., 2 weeks +6.0%Volume Change @158°F., 1001/6Humidity, 2 weeks Closed Cell Content ASTM D6226 94% 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.: 22-0614.10 rrwrapao; coturTv Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 2 of 11 EVIDENCE SUBNUTTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-01.B Physical Properties 11/11/20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polysee AH 160 shall solely be used with flat, low, & high file 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 Polyset® AH-160 roof file adhesive with their file 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 61G20-3 of the Florida. Administrative Code. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 3 of 11 RECEIVED OCT 12 2023 INSTALLATION: BY: 1. Polyset® AH-160 may be used with any roof the assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 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. Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Construction, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Construction, Inc. ICP Construction, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 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. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polyset® AH-160 has been dispensed. 9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 4 of 11 gLECEIVED OCT 12 2023 Table 1: Adhesive Placement For Each Generic Tile Profile 13Y: 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 92 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 43 Two Paddys: 9-9 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: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Budding Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Naothroughplasticcemem Paftweneathrarl (when required) IUnderlaynwnt i a loin. Bammoptional ° -- Eave Course ' a loin. Fas<Fa 2 Ea. Cie.. Nail through plastic cement (when required) �+ Paddy{BeneaathTile) Underlayment .x M. 2 in. wide. Battensop0onal Cam\ loin.. tar. �r race cf.. Eave Coupe Fesda Nail through plastic (when required) paddy (BeneathTik) Underlayment y `1R+ 2in.wi 3 in. wide Battens optional Ex"CeutSe Fasda Weephole 10 N. 2In Ea" cloture Drip edge I APPROVED Flat/Low Profile Tile 1. Starting at the cave 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 the being set. 2. Continue in same manner. Insure approximately 17 (109.7 crW) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 the closest to the ovedock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 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 ovedock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddyaaasaathrde) (when requited) Undedaymem ° It 71n. tin. - -Y \ Battens optional ° Eave course -' tB n. ` 2 Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment 7 in.i 2 n. Battens optional 2hr. iaveCbsnre Eave Course Fascia Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 min) foam paddy onto the undedayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) 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 nun) x 1" (25.4 min) foam paddy onto the undedayment positioned as shown under the strengthening rib closest to the ovedock of the file being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm') -12 (77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the cave course, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underayment positioned as shown under the pan portion ofthe tile closest to the ovedock of the tile being set hum approximately 17 (109.7 cm) — 23 (148.4 cmZ) 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 nun) x 1" (25.4 mm) foam paddy onto the undedayment positioned as shown under the pan portion of the tile closest to the ovedock of the tile being set 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED Nail through plastic ce (when regwtull Paddy (Beneath Tile) Underlayment 7 in.. 2 in. aaS:Ms Optional _. COU ri=W Weepballe l'i'4n. t. a061" APPROVED High Profile / Single Pan Tile I. 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 file closest to the overlock of the file being set. Insure approximately 17 (109.7 Cm2) — 23 (148.4 cm) 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 of the tile being set 3. Continue in same manner. Insure approximately 17" (109.7 Cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plasticcement wddyybetreent0esl ;when requlrecil ��•� 1 Battens optional .�Y� ° l Paddy lunder OW <<� Angle paddy 1 • .; �• on p.p of tdEj��. • aaa in a ♦� S21 paddy under ok Singkpaddy ,r on undedaymenL \�23,41n. rasoa �6a•et7raawe RatlLow Profile Tile Nail through plastic cement Single paddy under tie ;when requiredi \ paddy lbetueet tiles \ / i Battens ! Paddy lender tie; optional • A adey o e on cop of We r sing9lepaddy on _ ' ymem Eave Closure Eave Couru= FWD Madum ProtlleTBe On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the undedayment positioned as shown, under the strengthening rib for sat tile or under the pan portion of the tile for low or high profile tile closest to the ovedock of the file 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 m2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a4"(101.6mm) x4"(101.6mm)xI"(25.4 mm) foam paddy onto the undedayment just below the second course lime positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course file to be installed. Insure approximately 8-9 in' (51.6-58.1 cm') of adhesive contact with the underside of the tile. (Instnu tions continued on next page) NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 9 of 11 RECEIVED ADHESIVE PLACEMENT DETAH, # 3 (CONTINUED) Nail through piastic Aeglepaddrerrdvdle (when required) - Paddyibett [hest BattnaOptil � �. Paddrlrndertiel • on uaQeda onuo e :tin. single 2x4inn. paddy7 on twof tile- 07' a n rave Course — � Fascia Weephole lc in. tin. Eave dosure a, tJ i Dripedge High Profile Tile OCT 12 2023 BY: 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course file 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 ofthe first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm) 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 file at the head of the tile. Continue in same manner. NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date: 10/13/22 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesiveto achiew65 to 70sq.in. Steep pitch applications in contact with the pan tile. (when required) 2)Turn coven upside down. Place adhesive in to 1 in. from outside edge of oova Die. Then install the tile. Ensure 20to 25 scl in.contact area. UndedaymeN -' Sheathing Eave clowre Imotar shaven) WeePho Fascia Board Remove tap portion nfthe Pave aonnse covertile.Abut W second course of pan tiles. Esuure eave end of pan and rover tiles are Rush at emte fine. Two Piece Barrel -High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave 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 rocidng 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 Cnr2) — 70 (451.6 cm) square inch adhesive contact with the underside ofthe pan tile. 3. Tom covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10' (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) -25 (161.3 cm2) 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) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 22-0614.10 Expiration Date: 05/10/27 Approval Date:10/13/22 Page 11 of 11 RECEIVED OCT 12 2023 MIAM D MIAMI-DARE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, 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.sov/economv Westlake Royal Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 f •_ `' SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials: The; 9 documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section..tct 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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 revises NOA# 22-0201.08 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigem. NOA No.: 22-0714.17 MWODADeeornvn Expiration Date: 04/26/27 Approval Date: 08/1V22 Page 1 of 10 RECEIVED ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE 13Y. OCT 12 2023 This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Westlake Royal Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 - Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: vanes TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: vanes pieces for use at hips, ridges and rakes. varying thickness NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 2 of 10 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description ICP Adhesives Polyset® AH-160 TILE BON ' Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Touch `N Seal StormBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBond' One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL 2.3 EVIDENCE SUBMITTED: Test Aaency Test Identifier The Center for Applied 94-084 Engineering, Inc. 94-060A Redland Technologies 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 Manufacturer (With Current NOA„) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. DAP Foam, Inc. Test Name/Report Date Static Uplift Testing May 1994 TAS 101(Mortar Set) Static Uplift Testing March, 1994 TAS 101(Adhesive Set) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 March, 1995 0 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 3 of 10 RECEIVEi� OCT 12 2023 BY: Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Walker Engineering, Evaluation Calculations 25-7094 February 1996 Inc. Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584/25-7804b-8/25-78044 & 5 December 1996 25-7848-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida RT0209.01-22 TAS 112 02/01/22 RT0209.04-22 TAS 112 02/17/22 PRI Construction COPO-002-02-12 TAS 101 10/122016 Material Technologies COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 BORR-022-02-01 TAS 101 02/252019 BORR 022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/252019 BORR-022-02-04 TAS 101 02/282019 2002T0003.03 TAS 101 11/06/20 NEMO ETC, LLC 4c-DPBS-20-LSOTM- TAS 101 12/17/20 01.C.R1 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Building Code Compliance Office 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 forwood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile 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 (lbf) Length-1 (it) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (W) Tile Profile ;L pt3) )L (fi3) Batten Application Direct Deck Application Saxony 900 0291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbt) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 781:12" or greater Saxony 900 Slate &, Shake & Split Shake Direct Deck I Direct Deck Battens Dined Deck Battens I Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 1 6.48 7.34 6.31 7.16 6.13 6.95 Table 4: Attachment Resistance Expressed as a Moment - Mf (f%lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15132" plywood) (min.19132" plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 Slate, Shake & Split Shake Shank Nail 210d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail veld CC 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail ve Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails(Field CHi 2-1 Od Smooth or Screw 31.9 31.9 32.2 Shank Nails (Eave Clip) NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 5 of 10 RE C EI�TED OCT 12 2023 BY: Table 5: Attachment Resistance Expressed as a Moment Mf (ftdbf) for Two Paddy Adhesives Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split TILE BOND TM Roof Tile Adhesive 632 TILE BONDTM Roof Tile Adhesive 653 Shake ICP Adhesives Pol AH-160 31.34 Touch 'N Seal StornBond®2 595 Touch 'N Seal StornBond®(one component) 1056 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weight of 8 grams per paddy of TILE BONDTM Roof Tile Adhesive 3 Medium paddy weight of 16 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of PolysetO AH-160 5 Medium paddy weight of 8 grams per paddy of Touch'N Seal StormBond ® 2 6 Medium paddy weight of 18.7 grams between tile and underlayment, paddy weight of 10.5 grams on overlap of tile of Touch 'N Seal StormBond ® one component) Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate &. Shake & ICP Adhesives PolysetS AH-160 119' ICP Adhesives Po et® Af -160 1158 Split Shake ICP Adhesives PolysetV AH-160 839 ICP Adhesives Po set® AH-160 60t0 Touch 'N Seal StormBond® 2 9311 Touch 'N Seal StornBon& 2 6212 7 Large paddy weight of 45 grams of PolysetO AH-160 6 Medium paddy weight of 34 grams of Polyset®AH-160 9 Medium paddy weight of 24 grams of Polyset®AH-160 10 Medium paddy weight of 18 grams of PolyseW AH-160 11 Large paddy weight of 45 grams of Touch 'N Seal StormBond ® 2 12 Medium paddy weight of 24 grams of Touch 'N Seal StormBond ® 2 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Saxony 900 Slate &, Shake & Split Mortar Set13 43.9 Shake 13 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 7 of 10 RECEIVED NAIL HOLES PROFILE DRAWINGS BY: UNDERLOCK SAXONY 900 - SLATE OCT 12 2023 5/32" (Slate) COVERLOCK NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 8 of 10 PROFILE DRAWINGS NAIL HOLES 1-9/32" (Shake) Note: Available Top Surface Finishes 1. Complete the brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 22-0714.17 MIAMMADE COUNTY Expiration Date: 04/26/27 �® Approval Date: 08/11/22 Page 9 of 10 NAIL HOLES ►@ PROFH.E DRAWINGS y L/ SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) NOA No.: 22-0714.17 Expiration Date: 04/26/27 Approval Date: 08/11/22 Page 10 of 10 OCT 19 2023 By: MIMI®�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 DMSION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/economv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE:...,:,.: t 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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. 14-1030.01 and consists of pages I through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 2/18/2021 TGFU.R1306 - Roofing Systems I UL Product iQ Vapor Barrier (Optional): —One or more plies "GAF® SA Vapor Retarder", "GAF SA Vapor Retarder XL" or "GAF SA Vapor Retarder XL40", self -adhered. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: —Three or more plies Type G1 "GAFGLASS Ply 4", "Tri-Ply® Ply 4", "GAFGLASS Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FIexPIy 6 M" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Surfacing: — Roofing gravel applied at a minimum of 400-lbs./100-ft.2 and embedded into a flood coat of hot roofing asphalt applied at a minimum of 60-lbs./100-ft.2. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecks Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKs Roof Board" (Type FRX-G) or "SECUROCKs Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: —Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Plys BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecks Roofboard" or "DensDecks Prime Roofboard" or "DensDecks DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" Crype FRX-G) or "SECUROCKs Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASs Ply 4" or "Tri-Plys Ply 4" or "GAFGLAS s Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FIexPIy 6 M" or "Tri-Plys Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-Plys BUR Granule Cap Sheet" or "GAFGLASs EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt 4. Deck: C-15/32 Incline: 1 �— Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): —Any thickness partite or wood fiber or glass fiber or polyisocyanurate'mechanically.fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: —One ply Type G2 "GAFGLASs #75 Base Sheettor "Tri-Plys #75 Base Sheet" or "GAFGLASs #80 Ultima' Base Sheet" or "GAFGLASs Stratavents Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type G7 AEc i ats 1 4" or "Tri-Plys Ply 4" or GAFGLASs Flex Ply 6" or "Tri-Plys Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLASs Mineral Surface Ca Cheat" or "Tri-PIyS BUR Granule Cap Sheet" or "GAFGLASs EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. I Coating (Optional): — "United Coatings' TOPCOATS EnergyCote' Roof Coating" or "TOPCOATS MB Plus Coating" or "United CoatingsTM Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. https://iq.ulprospector.com/en/profile?e=148955 3/3 COUNTY MICONTR MIAM PRODUCT CONTROL SECTION L ® 11905 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.miamidadegoX/econom1 ICP Adhesives and Sealants, Inc. ul 12505 NW 44f6 Street Coral Springs, FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of iftstructiol documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Conti 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polysee AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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 NOA 20-1124.07 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigem. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 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 Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polyset®AH-160 N/A TAS 101 Two component polyurethane foam adhesive ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacO N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Progerty Test Density @ 73T ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D2842 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 1bsJft 3 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 0% 2.3 Perms +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 94% 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. APPROVED NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 O 1-6739-062b[ 1] ASTM E 84 O 1/ 16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-O I .B Physical Properties 11 / 11 /20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyset® AH-160 shall solely be used with flat, low, & high file 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 Polyset® AH-160 roof file 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.: 22-0411.02 MU MMAM coin Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 3 of 11 RECEIVED BY: INSTALLATION: OCT 12 2023 1. Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. 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 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 file assembly NOA. 3. 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. Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack' 30 & 100 dispensing equipment only. 7. Polyset' AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polyset' AH-160 has been dispensed 9. Polyset' AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 4 of 11 RECEIVEr) OCT 12 n23 BY:. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Cram Weight Eave Coarse - Flat, Low, High Profiles Afi Eave Course 17-23 sq. inches 45-65 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 head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 5 of 11 sanena optional ADHESIVE PLACEMENT DETAIL # 1 Paddylgeneath Face amure Fasda Nail throughplastic (when required) Paddylaeneath Tile) IUnderlaMent -_ �11>. 1 ' da `• satten� optional rare Cppnc Fasda Weephole Eave dovue Drip edge 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 closest to the overlock of the tile being set. 2. Continue in same manner. hmm approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile I _ 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 file closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25A 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 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 6 of 11 112ECEIVED E.. 7 in. rough plastic cement required) in. Battens APPROVED OCT 12 2023 ADHESIVE PLACEMENT DETAIL # 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 (148A cm2) square inch adhesive contact with the underside of the file. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25A 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. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 underayment 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 cm) 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 of the file 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plasUcc Iwhen required) Paftlessur wTdel IUnderlayment 7 in.. in. amen optional Favetourse Fascia rreephole tom. 2 in. OriP eedd daeoan High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x IV (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 rile being set. Insure approximately 17 (109.7 cm') — 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 of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 paddy tbet eav dksi I I Paddrtunderttle) toot. Nat/Low Profdo Tile Nail through plasticcement Single paddyunder tile required) paddy Ibebeeen tiles, Battens j Paddy lundec tile; Ppt+aw � of�� '-�.ain. Sirngle paddyan u yaent 2 a4h' Oin. ' _ lin. ..- Eare dosurc Eare Cause t,Ky Medium Pm11MTIM 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown, under the strengthening nb for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlook of the file being set Leave approximately 4" (101.6 nun) up from the eave edge bee of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 & (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 just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm') of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 9 of 11 P. 1 CEIVED OCT 12 2023 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic Single paddyurdertile When"lied) 14ddy (between tilesi 9atterrs optional lhddytuder tile; R OR '4x4in. Sing, 2x4In. on topo{bile-- Eare course`" rasda Weephole Eaxe dosure 10 in. b El• .E_ Drip edge High proflte Tile BY: 3. Also apply a 2" (50.8 nun) x 4" (101.6 mm) x'/d' (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 cm?) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (452 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the file at the head of the tile. Continue in same manner. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of 11 RECEIVED OCT 12 2023 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesvee to achieve 65 to 70 in contact with the pan tile. 2)Tom coven upside down. place adhesive In to l in. from outsiM edge of cover Site. ///�� Than install the tee. Ensure 20 to //,[ 25 W. in. contact area. - (motar shown) aemova top portion of the eave course cover tile. Abut msecond course of pan ties. Ensure eave end of pan and cover, tiles are flush at taws One. Two Piece Barrel - High Profile Tile BY: Two Piece Barrel (Cap and Pan) Tile L Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 man) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave 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 cm') — 70 (451.6 cm') square inch adhesive contact with the underside of the pan tile. 3. Tom covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 nun) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Tom cover tile over after foam is applied and place onto pan tile course. insure a minimum of 20 (129 cm) - 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 MIAMI• E 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 OF ACCEPTANCE (NOA) Boral Roofing, LLC { 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Boral Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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# 21-0420.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 1 of 7 1�: C EIVF D ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Cateeorv: Roofing Tiles Material: Concrete 1. SCOPE 13Y; OCT 12 2023 This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For 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 Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb Y? thick Class III Trim Pieces 1= varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polysee AH-160 TILE BOND Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Two component polyurethane foam adhesive. Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double rolls. For direct deck, batten, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at ridges, hips and rakes. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Touch `N Seal StonnBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBond'r One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. DAP Foam, Inc. NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 2 of 7 RECEIVED OCT 12 2023 2.3 EVIDENCE SUBMITTED BY: Test Agency Test Identifier Test Name/Reuort Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) 94-084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-76 TAS 100 25-7183-1 Static Uplift Testing Feb. 1995 25-7183-2 TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7214-2 Static Uplift Testing March, 1995 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep.1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Evaluation Calculations 25-7094 February 1996 Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Evaluation Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida RT0503.02-21 TAS 112 05/12/21 NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 3 of 7 PRI Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) COPO-002-02-04 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) COPO-002-02-03 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) 2002T003.02 TAS 101 11/06/20 NEMO ETC, LLC 4c-DPBS-20-LSOTM-0l.C.R1 TAS 101 12/17/20 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Building Code Compliance Office 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. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile 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 (lbf) 1 Length -I (ft) 1 Width w (ft) 1 Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile % (ft3) Batten Application 2, (ft3) Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 NOA No.: 21-0712.03 MuuriFMD CouNW Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 4 of 7 RECEIVE 0 Q T 12 zU 3 Table 3: Restoring Moments due to Gravity - Ma (ft. Ibf.) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" " Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 1 7.70 7.62 6.56 7.50 6.42 7.34 6.26 1 7.15 6.08 6.95 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile TILE BOND'"' Roof Tile Adhesive 352 TILE BOND' Roof Tile Adhesive 673 ICP Adhesives Pol set® AH-160 26.14 Touch 'N Seal StormBonde2 555 Touch 'N Seal StormBond® (one component) 726 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weight of 8 grams per paddy of TILE BONDT Roof Tile Adhesive 3 Medium paddy weight of 16 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond 112 6 Medium paddy weight of 8 grams between tile and underlayment, paddy weight of 5 grams on overlap of tile of Touch 'N Seal StormBond ® one component) NOA No.: 21-0712.03 MrAWDADE COUNTY Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 5 of 7 R Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Pol set® AH-160 86.6' ICP Adhesives Pol set® AH-160 45.51 Touch'N Seal StormBond®2 409 Touch'N Seal StormBond®2 7010 7 Large paddy weight of 54 grams of Polyset0 AH-160 8 Large paddy weight of 24 grams of Polyset® AH-160 9 Large paddy weight of 30 grams of Touch 'N Seal StormBond ® 2 10 Large paddy weight of 60 grams of Touch 'N Seal StormBond ® 2 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Set11 20.6 11 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". 7\ LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 6 of 7 Ron DeSantis, Governor STATE OF FLORIDA Melanie S. Griffin, Secretary DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES MEDINA, RONALD SOUTH FLORIDA FOREMOST ROOFING AND WATERPROOFING 5025 SW 75 STREET MIAMI FL 33143 LICENSE NUMBER: CCC1332749 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com V-x Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. (] b a pr Local Business Tax Receipt Miami —Dade County, State of Floeida -THIS IS NOT A BILL - DO NOT PAY 6897095 BUSINESS NAME/LOCATION TOP SEAL SERVICES CORP 1111 E 24TH ST HIALEAH,FL 33013-4330 OWNER TOP SEAL SERVICES CORP RONALD MEDINA, QUALIFIER Worker(s) 2 RECEIPT NO. RENEWAL 7172711 LBT EXPIRES SEPTEMBER 30, 2024 Must be displayed at place of business 0 ❑� Pursuant to County Cade Chapter BA - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 09104/2023 CCC1330119 INT-23420561 This Local Business Tax Receipt only confirms payment of the Local Business Tan. The Receipt is not a license, permit, or a codification of the holders qualifications, to do tipsiness. Holder must comply with any governmental at nongovernmental regulatory laws and requirements which apply to the business. � The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code See Ba-276. MIAM —El For more information, visit www ni am'dade aov/daxcollector ACbRv® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 10/6/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P . 0. Box 1927 Pompano Beach FL 33061 CONTACT NAME' PHONE (954) 943-5050 C No: (9S4)942-6310 E-MAIL ADDRESS. Lexie@furmaninsurance.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Palms Insurance Company, Limited 056454 INSURED Top Seal Services Corp 1111 E 24th St Hialeah FL 33013 INSURER B : Brid afield Casualty Ins CO 10335 INSURER C : INSURER D : INSURER E INSURER F : rnVGRAC.'Fs rFRTIFIrATF Nt]MRFR-23-24 October RFVISInN NUMRFR! without forms THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM1DD POLICY EXP MWDD LIMITS A X COMMERCIAL GENERAL LIABILITY DENV0001080-00 10/7/2023 10/7/2024 EACH OCCURRENCE S 1,000,000 CLAIMS -MADE F] OCCUR DAMAGE TO RENTE PREMISES Ea occurrenco $ 100,000 MED EXP (Any one person) S 51000 PERSONAL & ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY EK] JECTPRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 S OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident S BODILY INJURY (Per person) S ANYAUTO BODILY INJURY (Per accident) S ALL OWNED HEDULED AUTOS TOS PROPERTY DAMAGE Per accidentUMBRELLA $ N-OWNED HIREDAUTOS JAUTOS LIABOCCUR EACH OCCURRENCE S AGGREGATE S EXCESS L.IABCLAIMS-MADE DED RETENTION S S B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y� N ! A 196-47017 9/3/2023 9/3/2024 X PER OTH- STATUTE E.L. EACH ACCIDENT S 1,000,000 (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below A Contractors Pollution Liabilit} DENV0001080-00 10/7/2023 10/7/2024 EACH OCCURRENCE $1, 000, 000 GENERAL AGGREGATE $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) ROOFING LICENSE # CCC 1330119 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VIILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ina Mangum/EF reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 (201401)