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RF-12-23-3218Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 01/26/2024 Parcel Number Permit NO.: RF-12-23-3218 Permit Type: Roof Work Classification: Tile/Flat Permit Status; Approved Expiration: 07/25/2024 1025 NE 915T TER, Miami Shores, FL 33138 1132050010020 .. -,ate...:.- .... . Contacts Chiara De Luca Owner SWIFT ROOFING CONTRACTOR, INC Contractor 102591 PEDRO H JR ALFARO 5301 SW 112 CT, Miami, FL 33155 Business: 3056009683 swiftroofing@icloud.com Description: RE Inspection Requests: ROOF TILE AND FLAT Valuation: $ 27,000.00 I 305-762-4949 Total Sq Feet: 3,100.00 Fees Amount Application Fee - Other $50.00 CCF $16.20 DBPR Fee $8.18 DCA Fee $5.45 Education Surcharge $8.10 Permit Fee (Manual) $380.00 Permit Fee (Manual) $115.00 Scanning Fee (Manual) $30.00 Technology Fee (Manual) $54.50 Total: $667.43 Building Department Copy Payments Date Paid Amt Paid Total Fees $667.43 Credit Card 01/26/2024 $617.43 Credit Card 12/28/2023 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr Yction and zoning. Futhermore, I authorize the above named contractor to do the work stated. f'y- aL� 1 v-roipd0 ANthorized Signature: Owner / A 1plicant I Contractor P Agent nuary 26, 2024 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING 0 ELECTRIC M"ROOFING PLUMBING Ij MECHANICAL I] CHANGE OF CONTRACTOR 2g211L3 ry FBC 20_G Master Permit No. KF' Sub Permit 13REVISION ® EXTENSION ®RENEWAL ® CANCELLATION ® SHOP DRAWINGS JOB ADDRESS: 1�.)15 ffe 9 1 � -11 I, -, , SAC); , City: Miami Shores County: Miami Dade Zip: folio/Parcel#: // );)-o f)o I Is the Building Historically Designated: Yes ' NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): C 4-i I A42,�A i) Y. LU C cA Phone#: City: m (AV�A t State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: q)` C T�l rQ � Address: �y 1 l9� l C Email: 'w) �V t" 1^351_C l0(U0 , COr-- Qualifier Name:�C\ fo I� I ,�(i cc) Phone#: -1� Coon State Certification or Registration #: C LC, 1 3 c- ilo Certificate of Competency # DESIGNER: Architect/Engineer: Phone#: Address: City: State: _Zip: Value of Work for this Permit: $ Z� ICE C XU Square/Linear Footage of Work: Type of Work: 0 Addition ® Alteration 13New ,Repair/Replace I] Demolition Description of Work: Specify color of color thru tile: S,� X O r, `I U (D 6 cZ r K (LV�a C Cu o-_ 35�-' 38D Submittal Fee $ 'Sy. D"t> Permit Fee $ JL.S — 5c' II S CCF $ IL I 1 , �I CO/cc $ Scanning Fee $ : L • U C DCA Fee $ 5 . q,5 DBPR $ 'R, I T Notary $ Technology Fee $ '- 4. 5 i) Training/Education Fee $ R. 1 C) Double Fee $ Structural Reviews $ P&Z Review $ (Revised04/05/2022) Bond $ TOTAL FEE NOW DUE$ In1 I '3 Bonding Company's Name (if applicable) Bonding Company's City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature �/ U* TWAi=M;ln1 The foregoing instrument was acknowledged before me this day of a-r / 20 by Cl--. who i rsonally know to me or who has produced as identification and who did take an oath. NORIEGA NOTARYI/,JB��\�5.�,% Notary Pug o-S�aHy{ 367830 / g = CMY C mmrSo 202'1 Print: CONTRACTOR The foregoing instrument was acknowledged before me this 90 day of C4 hr°e -n h 6/- 20 43 . . by I� u.9 Q=IjLA�,—. who i personally known o me or who has produced as identification and who did take an oath. Print: ,tary Public -Sr nt Florid :ommission ;t , 387830 My Commissi : •oires Seal: Seal: y�lyr.,, REINA C. 3IfEWFGNlNotaryPubliSo�A r y6783 osCmsm+i0d# a #### APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised04/05/2022) Owner's JOB Address: 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 small: ypbestservices@,gmall.com e: CHIARA DE LUCA Permit N: RF-12-23-3228 1025 NE 91st Ter, Miami Shores, FL 33138 Roofing Contractor: SWIFT ROOFING CONTRACTOR INC Typeof Tile: BORALSAXONY900 Approximate roof Height: 12 Approximate Square footage of roof: 22 Required testing force: 35 lbs. Date Tested: 02/29/2024 Date Installed: _ Roof pitch: 4/12 h2 Numbers of Tests: 78 TEST LOCATION PASS FAIL CORNER 8 PERIMETER 20 RIDGER 28 FIELD 22 TOTAL 78 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY DOES PASS THE STATIC UPLIFT QUALITY CONTROL TEST. THETAS I06 TEST MSG EEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF ME COUNTY, WITH NO DWATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATUML DISASTERS. Ti= CF .ter ..0 '.' 011=4 40t60 TAS 106 TEST RESULTS REPORT GENERAL INFORMATION YP BEST SERVICES INC UP UFT TEST EXPERTS LAB. CERTIFICACION NO.22-0120.06 12170 S.W.128Th CT MIAMI, R. 33186 Phone: 786-721.2324 email: ypbesftWcesfgmafl com ROOF DIAGRAM u 1 :9 9 73 36 3: 37 t� 1s 31 1: 7< 33s �g 3� 75 3< 33 36 39 47 -; yg 76 69 65 E: 5! ;5 <9 17 11 63 58 69 EE E1 E: 5E SA ,- 67 E< 5' 13 tS 53 S: 3 15 16 < Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: —TP Roofing Permit Number: Dear Building Official: I r C-4t,-,C_A � ;,U � certify that I am not required to retrofit the roof to wall connections of my building because: zthe 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 with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Z,r ik CW N cA Dt C U CA Signature Print Name State of Florida, Miami Dade County 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 'Z �3 day of )CA32 20 25 . Notary Public, State of Florida at Large�o� • 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 applic for for the ,ae'o�i, MAITEE VANESSA TEJE@A Roof to Wall connection Hurricane Mitigation. ,Nolery Puouo.Slata U1 Florida - Commission tl HH 136380 "4 My Commission Explras June 01, 2025 For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Owner affidavit of exemption Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov .J SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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. a 1. ( 'L-- Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 have 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. G Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. r'l k-- Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. S. Ll k— Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding 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. Rev01142021 Owners roofing consideration Page 1 of Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.ctov 6. C' � 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 extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. __L L Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 2 / ZS°�j2-3 Owner/Agent's Signature ate z 2-e 23 Contractor Signature Date For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01142021 Owners roofing consideration Page 2 of 2 ir,1421111 I Summary Report Folio 11-3205-001-0020 1025 NE 91 TER Property Address _ MIAMI SHORES, FL 33138-3401 Owner CHIARADE LUCA Mailing Address 1025 NE 91 TER - MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY - 2301-2500 SO 0101 RESIDENTIAL- SINGLE FAMILY: 1 Primary Land Use UNIT Beds / Baths /Half 3/3/0 Floors 1 Living Units 1 Actual Area 2.431 Sq.Ft Living Area 2,067 Sq.Ft Adjusted Area 2,238 Sq. Ft Lot Size 10,937.5 Sq.Ft '.. Year Built 1959 2023 2022 2021 ..COUNTY Year Exemption Value Land Value $984,375 S634,375 $413,875 Taxable Value Building Value $260,447 S262,406 $188,831 :SCHOOL BOARD Extra Feature Value $27,104 $27,357 __....__ $27,607 _.. Exemption Value Market Value $1,271,926 S924,138 $630,313 Taxable Value Assessed Value $762,678 S693,344 $630,313 CITY Exemption Value Benefit Type 2023 2022 2021. r Generated On: 12/28/2023 $0 $0 $0 $762,678 $693,344 $630,313 $0 $0 $0 $1,271,926 S924,138 $630,313 $0 $0 $0 $762,678 $693,344 $630,313 Non -Homestead Assessment $509,248 $230,794 Cap Reduction REGIONAL Note: Not all benefits are applicable to all Taxable. Values (i.e. Exemption Value $0 $0 $0 County, School Board, City, Regional). Taxable Value $762,678 $693.344 $630,313 '.,_,._ ' 5 53 42 WATERSEDGE PB 9-141 Previous Price OR Book - Sale Page Qualification Description LOT 2 LESS W37.5FT ALL LOT 3 Corrective, tax or QCD; min & W1/2 OF LOT 4 BLK 1 12/01/2D76 $100 30435-2472 consideration LOT SIZE IRREGULAR 03/03/2016 $777,200 29989-2510 Qual by exam of deed 09/12/2013 $10D 28819-4436 Corrective, tax or QCD; min consideration 09/11/2013 $100 28819-4439 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govAnfo/disclaimer.asp Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section A (General Information) Master Permit Number: Contractor's Name: 5c,� T !QC6=;�4�ri Process Number: Job Address: 0 Aj z- q! I cc i? /`-Ifo,,,I Shicic S ILI -_f2 ROOF CATEGORY �/ I� Low Slope ❑ Mechanically Fastened Tile Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles0w ROOF TYPE PO ❑ New Roof ElRepair ElMaintenance Q/ er000O Re ring ROOF SYSTEM INFORMATION Low Slope Roof Area (ft2) Steep Sloped Roof Area (ftZ) Total (ftZ) l00 2DOO 3 l 00 Are there gas vents on the roof? 0 Yes (D-No If Yes what type? © Natural 0 LPX Is there an existing roof top Solar System? © Yes C40 If yes will it be reinstalled? ® Yes o No 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. tiZ 5 i� —T S 'C'7 Lio -b mi Shores Vi lage B ilding Department Dept. Date J Zoning Date Building Dept. liance with all F d ral, tate and ounty Subject rules and regulations. SCcome Permit# V4=- Z-T3-32Ay Florida Building Code 7th Edition (2020) ,,tl "g rti 2023 High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County 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 Product Approval# _ 23-1102.03 Design Wind Pressures, from RAS 128 or Calculations Zone 1': -37 Zone 1: -64 Zone 2: -94 Zone 3: -115 Max. Design Pressure, from the specific product approval system: -52.5 PLYWOOD Gauge / Thickness: 5/B" clnnc- 0.5"-12" Anchor/ Base Sheet & No. of Ply(s): 2475 CLASSBASE Anchor/ Base Sheet Fastener/ Bonding Material: 1-1/4 RS NAIL & 1-5/8 TIN CAP Insulation Base Layer: NA Base Insulation Size and Thickness: NA Base Insulation Fastener/ Bonding Material: NA Top Insulation Layer: NA Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: NA Base Sheet(s) & No. of Ply(s): NA Base Sheet Fastener/ Bonding Material: NA Ply Sheet(s) and No. of Ply(s): NA Ply Sheet Fastener/ Bonding Material: NA NA Top Ply: GAF ROBEROID HEAT WELD Top Ply Fastener/ Bonding Material: HEAT FUSED Surfacing: NA Fastener Spacing for Anchor/Base Sheet Attachment: See, R.00F cal.Gv (PL+i 1AS Zone 1' _ " oc @ Laps, # Rows _ @ " oc Zone _"oc@Laps, # Rows_ @_"oc Zone 2_"oc@Laps # Rows _ @_"oc Zone _"oc@Laps, # Rows _ @_"cc Number of Fasteners Per Insulation Board Zone 1': NA Zonel: NA Zone 2: NA Zone 3: NA Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 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. -a �`�Wwcno � 518 V j NA FT, i i j Parapet Hoighl i FT. 14' Moan Rool Height � L �1a5lfin� seat 4j, irop CAL g,,p C15a Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County DEC 2 g 2023 Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: ZZ 0`1 H . � 3 a Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zonel: Zone 2e: Zone2n: 2� Zone 2r:— C r'J Zone 3e: L' Zone 3r: L7 Slope Range: ©>_ 2:12 to <_ 4:12 Q> 4:12 to <_ 6:12 0> 6:12 to <_ 12:12 Roof Shape: Q All Hip Roof © Gable Roof or Partial Gable/Hip Roof Deck Type: UnderlaymentType:� Roof Slope: 12 Insulation: {� Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: `- I�Ldi� -5 I 'a� Cap Sheet Type: wU25--� Lai rtl (p `jPC'� i c 1 Mean Roof Height: Cap Sheet Attachment: I �1 Roof Covering: l Drip Edge Type & Size: jo (, Florida Building Code 7th Edition (2020) 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 Mrwith 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" DEC 2 8 L023 Enter positive uplift pressures when using this table -ILA(Zone 1: x]�•3�5=23.3) )—Mg:4•51 =Mn K b Product Approval Mf: (Zone 2e: �LL x ad. 15 = 2-3.3 l) — Mg:q •�S I = Mrz I59h . D Product Approval Mf:E3 • ( C) (Zone 2n:_ I�=Mrm2i�•S1 Prod uctApprovalMf- 3. 1) ( Zone 2r: �! x 1, •Q,_(5 = 34.0) — Mg:q = Mrz. S l Product Approval Mf: 8�3. I D (Zone 3e' _L x1t-o.3��=3�j-0')-Mg:�.s( =Mra"2b•5( Product ApprovalMf: 33.11) (Zone3r.-02- xa,(�.3�5=2`Sib.3z-)—Mg: •.S =Mr3,3Z•181 Product ApprovalMf:(83. I c-) rile attachment method. Alternate The attachment method: For Uplift Based tile systems use Method 3. Compare the values 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" (Zone 1: x L = x W = ) — ( w) x cos 0 ) = Fri Product Approval F': (Zone 2e: x L = x W = ) — (w ) x cos 0 ) = Fri. Product Approval F': (Zone 2n: x L = x W = ) — (w) x cos 0 ) = Frzn Product Approval F': (Zone 2r: x L = x W = ) — (w) x cos 0 ) = Fri, Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos 0 ) = Fr3 Product Approval F': (Zone 3r: x L = x W = ) —(w) x cos 0 ) = Fr3, Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain in nation 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 Job Site Roof Sloe B Job Site Aerodynamic Multiplier X Product Approval / Notice of Acceptance Restoring Moment due to Gravity M Product Approval / Notice of Acceptance Attachment Resistance Mr Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr 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. Print Form Reset Form 0: (786) 231-8143 YP BEST SERVICES Lab. Certificate # 22-0120.06 ypbestservices@gmail.com 12170 SW 128th Ct. Ste 101. Miami, FL 33186 ypbestservices@gmail.com Roofing application standard (RAS) no.117 standard requirements for bonding or mechanical attachment of insulation panels and mechanical attachment of anchor and/or base sheets to substrates. Contractor: Swift Roofing Contractors PPS C F:I V F:]D Address: 1025 NE 91st Ter, Miami Shores, FL 33138 Permit: Mean Height (ft): 14.0 Approval: 23-1102.03 JAN 23 2024 Parapet Height (ft): 0.0 Roof Deck: 5/8" Plywood Bldg Width (ft): 5.0 System type: E(5) Option 2 BY: Bldg Length (ft): 42.0 Base Sheet: #75 Glassbase Risk Category: 11 Fastener Description: 12 ga annular ring shank nails and 1-5/8" min. cap Exposure Category: C Note: All information provided by roofing contractor Anchor or Base Sheet Attachment — New Construction/Reroof Applications Product Approval max design pressure (-psf) 52.50 from RAS 128 (-) Psi Anchor/base sheet (in) 39.37 Zone 1': 37 Side lap width (in): 4.0 Zone 1: 64 Side lap anchor spacing O.0 (in) 6.0 Zone 2: 84 Side lap row 1 Zone 3: 115 Center sheet anchor spacing O.0 6.0 Center sheet rows 2 A. CALCULATION WIDTH OF SHEET FOR ONE NET SQUARE (100 #2) 1. Net Width Sheet (it): Net Width (ft) = ((Sheet width) - (Side Lap Width))/12 Net Width (ft) = 2.948 2. Net Length to Make One Square (100 ftz): Net Length = (100 ft2)/Net Width Net Length (ft)= 33.927 B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A) x (12in/ft) x ((B/row)x(C/square) = D Where: A = Specked Fastener spacing LAP 6 A2 = Specified fastener spacing (FIELD/ROW) 6 B = Net Length (ft) to make one square 33.9 C= Number of rows having spacing A (FIELD/ROW) 1 C2 = Number of rows having spacing A2 (FIELD/ROW) 2 D = Number of fasteners per square SIDE LAP ROW: D = 67.85 Fasteners /Square CENTER LAP ROW: D= 135.71 Fasteners/Square Total Number of fasteners per Square (every 100 ft42) SIDE LAP ROW +CENTER ROW = 204 TOTAL SQUARE FEET PER FASTENER (100ft2)/(SIDE LAP ROW+CENTER ROW)_ 0.491 DETERMINE THE FASTENER VALUE GENERAL EQUATION fy = 25.79 Ibf fy= Fastener value fy = (max design pressure) x (W2 per fastener( Determine anchor/base sheet fastener spacing to meet pressure in the elevated pressure zones of the roof GENERAL EQUATION FS = (Fy x 144) / (P x RS) FS=fastener spacing (in) Fy = fastener value (Ibf) P = max design pressure (psf) RS = row spacing (in) 0: (786) 231-8143 YP BEST SERVICES Lab. Certificate # 22-0120.06 ypbestservices@gmail.com 12170 SW 128th Ct. Ste 101. Miami, FL 33186 ypbestservices@gmail.com Note: Row spacing (RS) is the Net Width of sheet divided by number of rows. The Net Width Is the width of base sheet less the side lap distance. Contractor: Swift Roofing Contractors Permit: Address: 1025 NE 91st Ter, Miami Shores, FL 33238 Total Number of rows from NOA = From previous calculations 3 fastener rows Net Width (ft) = 35.37 in Row spacing = 11.79 in 3 fastener rows Wind Uplift Pressures: Fastener Spacing (in) Zone 1: 64 psf FS= 4.922 in r7in Zone 2: 84 psf FS= 3.750 in Zone 3: 115 psf FS= 2.739 Adding (1) ONE extra row to NOA row"quirement: 4 fastener rows New Row spacing= 8.84 in Zone 1: 64 psf FS= 6.56 6.00 in Zone 2: 84 psf FS= 5.00 5.00 in Zone 3: 115 psf FS= 3.65 3.00 in Adding (2) two extra row to NOA row requirement: 5 fastener rows New Row spacing= 7.07 in Zone 1: 64 psf FS= 8.20 8.00 in Zone 2: 84 psf FS= 6.25 6.00 in 1 lin Zone 3: 115 psf FS= 4.57 4.00 Notes: If the parapet walls are a 3 it on the roof, the wind pressures are the same on Corners P(3) as they are for Perimeters P(2) All fractions shall be rounded down to the next whole number. The minimum fastener separation shall not be less than 4 in. o.c. For steel deck applications, fastener spacing shall be in increments of 6 in. ox Calculated Fastener Spacing Results: Design Pressure Zone 1': 37 Zone 1: 64 Zone 2: 84 Zone 3: 113 Extrapolation from: Z3' Head tap FS • Center Rows * ;' No, 92154 * _ f �.oi• STATE 0� 'ryhmm�nHau, u C Ctrs / li''c• Alaym Aguilar P.E. 0� F.L. REG. #92154 5 In O.C. 3 4 In O.C. 4 Roof zone layout Icj Center Row FS 5 in O.C. Staggered 4 in O.C. Staggered Zone 3 0.6eH x 0.20H Zone 2 0.6'H Zone 1 0.6eH MIAMF L �L MiAW-DARE COUNTY PRODUCT CONTROL SECTION �, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ,y 11805 SW 26 Sveet, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .mtamidade.sovlecanomv iU 1 Campus Drive Parsippany, NJ 07054 DEC 2 8 2023 SCOPE: BY _-- -- — 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 Ruberoi&Modified Bitumen Roof System 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. 18-0919.12 and consists of pages 1 through 68. The submitted documentation was reviewed by Jorge L. Aceho. 12.9723 NOA No.: 23-1102.03 Expiration Date: 11/06/24 Approval Date: 12/07/23 Page 1 of 69 DEC 2 8 2j(3 Membrane Type: 8V. APP/SBS Heat Weld - Deck Type 1: Wood, Non -insulated -- Deck Description: Min. 19132" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection, VersaShielde Solo'" Fire -Resistant Slip Sheet, DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board or SECUROCKO Glass -Mat Roof Board. Base sheet: GAFGLASO #80 Ultinut " Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid® Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoide 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth mechanically fastened to deck as described below; Fastening GAFGLASO Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly"' 6, Option #1: GAFGLASO #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure -45 psf. See General Limitation #9) Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS FlexPly"' 6, Option #2: GAFGLASO #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with Drill -Ted" #12 Fastener or Drill-Tec"' #14 Fastener and Drill -Ted" 3" Steel Plate, Drill-Tcd" AccuTrae Flat Plate or Drill -Ted" AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #9) Fastening GAFGLASO FlexPly'" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure -52.5 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec"' AccuTracO Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #9) MIAMIDADE COUNTY NOA No.: 23-1102.03 Expiration Date: 11/06/24 Approval Date: 12/07/23 Page 54 of 68 DEC 8 Z023 Fastening GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20 Smooth, base sheet attached Option #5: to deck approved annular ring shank nails and 3" inyetted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Plye #75 Base Sheet or any of above base Option #6: sheets attached to deck with Drill-Tec'" #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec"' XHD Fastener and Drill-Tec'" 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill -Ted" AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Ply Sheet: (Optional except over Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth) One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, or GAFGLAS® FlexPly'" 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bsJsq. or Ruberoid® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Tri-Ply® APP Smooth Membrane, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule FR, Ruberoid® EnergyCap� Torch Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid® HW Granule FR, Ruberoid® EnergyCap'" HW Plus Granule FR, Ruberoid® HW Granule, Ruberoid® HW Smooth and Ruberoid® HW 25 Smooth applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application Instructions. AB coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Plye BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. TOPCOAT® Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT MB Plus or United Coatings'" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options MIAMI•nADE COUNTY NOA No.: 23-1102.03 . • • . , , Expiration Date: 11/06/24 Approval Date: 12/07/23 Page 55 of 68 x. WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly'! 6 when used as a mechanically fastened ba96 or Wft "§heet. 2. Minimum '/4" DensDeck® Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fidly mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 ibf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termivation designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE MiAni DADe CouNTY NOA No.: 23-1102.03 Expiration Date: 11/06/24 Approval Date: 12/07/23 Page 68 of 68 Insulation (Optional).- — Any UL Classified, any thickness, mechanically fastened, Barrier Board: — Minimum 1/2-In. thick gypsum board or minlMWn 1/4-In. thick Georgia-Pacific Gypsum LLC "DensOecke Roolboard' or 'DensDecke Prime Roolboard' or'DensDecke DumGuard"' Roolboard' or minimum 1/4-In. thick United States Gypsum Co.'SECUROCKW Roo( Board' (Type FRX-G) or'SECUROCKS Glass -Mat Root Board" (Type SGMRX), mechanically fastened. Base Sheets — One ply'Llberty- SBS Self -Adhering Base/Ply Sheet' or'RUBEROIDS SA Base/Ply Sheet" or'Ruberoide SA Universal Base Sheet' self -adhered. Membrane:—'RUSEROIDe HW Granule FR' or'RUBEROIOe HW Plus Granule" or'RUSEROIDO HW Plus Granule FR" or "RUBEROIDG) EnergyCap'" HW Plus Granule FR", torch applied or 'RUBEROIDS 30 Granule FR' or'RUSEROIDS EnergyCap- 30 Granule FR', fully adhered with hot roofing asphalt. S2. Deck: NC Incline: 1 Primer: — -TOPCOATS FIreOUt^ Fire Banter Coating" or "FlreGat" Fire Barrier Coaling% applied at a rate of 1-gal./Ieo-R.'. Be" Sheet (Optlo saq: — One ply 'tlber - SBS Mechanically Attached Base Sheet', mechanically fastened. Ply Shemin —One ply-Uberty- SBS Self -Adhering Sase/Ply Sheet' or "RUBEROIDOD SA Base/Ply Sheet-, self -adhered. Cap Shoats—'RUBEROIDS SA Cap FR Sheet, self-adhared. 53. Deck: C-15/32 Incline: 1/2 Primer: — "TOPCOAT® FlreOute' Fire Barrier Coaling' or'FheOut" Fire Barrier Coating', applied at a rote of 1-galJI00-B.I. Slip Sheet (Optional)r — One ply'StormSafe—, mechanically fastened. Bab Sheet (Optlansl)t — One ply 'Liberty- SBS Mechanically Attached Base Sheet, mechanically fastened. Ply Sheet — One Ply'Uberty'" SBS Selr-Adhering Base/Ply Shear or'RUBEROIDe SA Base/Ply Sheer, salt -adhered. CaP Sheet:—'RUSERO1Ddp SA Cap FR Sheet', self- adhered or'RUBEROIDS HW Granule FR' or 'RUBEROIDS HW Plus Granule' or "RUBEROIDS HW Plus Grantee Fit' or'RUSEROIDe EnergyCap- HW Pius Granule FR" or 'RUBEROIDS Torch Plus Granule FR' or 'RUBEROIDS EnergyCap" Torch Plus Granule FR' or'RUBEROIDe EnergyCap— Torch Granule FR', torch applied. 54. Deck: NC Incl"! 1 Barrier Board (Optional)s — One or mom layers minimum 1/4-m. thick Georgia-Pacific Gypsum ULC'DensOecke Roofboard' or 'DensOecke Prime Roofboard" or'DensDecke DuraGuartf ' Roolboard' or minimum 1/4-In. thick United States Gypsum Co.'SECOBOCKe Roof Board' (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board, (Type SGMRX). Irre stotlon (Optional): — Perllte or fiber glass or polylsocyanurate or urethane or pedlte/polylsocyanurate composite. Baas Sheett —One or more piles Type G2-GAFGLASe 075 Base Sheer or Rd-Piye 075 Base Sheet" or "GAFGIASe #80 Ultlma^ Base Sheer or'GAFGLASe StratavemS Nallable Venting Base Sheet or'GAFGLASO Stratavente Perforated Venting Base Sheet or Type G3 "GAFGIASe Mineral Surfaced Cap Sheet- or "Trl-Piye OUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roping asphalt. Ply Sheet (Optlanal): — One or more piles Type GI'GAFGLASe Ply 4" or Tn-Plye Ply 4" or'GAFGIASe Flex Ply 6' or'Trt-Plye Ultra - Flexible Ply 6, Polly adhered with hot roofing asphalt Membranes — One Ply'RUBEROIDO Torch Smooth' or'Trl-Plye APP Smooth-, torch applied or-RUSERO1De Mop Smooth- or 'RUBEROIDe Mop Smooth 1.5' or "RUBEROIDS Mop Plus Smooth', fully adhered with hot rooting asphalt Membrane: — "RUBEROIDe Mop Plus Granule FW or'RUBE0.OIDe FnergyCap— Mop Plus Granule FR", fully adhered with hot roofing asphalt. 55. Decks NC Incline: 1 Border Board (Optional), — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum lLC'DensOeckS Roolboard" or "Oensc eek(la Rime Roolboard' or'DensDedr® DmnGuard- Roolboard- or minimum 1/4-in. thick United States Gypsum Co.'SECUROCKe Roof Board' (Type FRX-G) or'SECUROCKe Glass -Mat Roof Board- (Type SGMRX). Insulation (OPUOMI)t — Polylsocyanurate or wood fiber or pointer or glass nber, any thickness, mechanically fastened or fully adhered with hot mofing asphalt. Base Sheet: — One or more Piles Type G2'GAFGIASe #75 Base Sheet" or Trl-Piye #75 Base Sheet" or'GAFGLASe #80 Ultkna"' Base Sheet or'GAFGLASe Stratavenle Nallable Venting Base Sheet ar'GAFGIASe Stratavente Perforated Venting Base Sheet', mechanically fastened or fully adhered with hot roofing asphalt Ply Sheet : — One or more pges'RUBEROIDe 20 Smooth' or 'RUBEROIDS Mop Smooth' or "RUBEROIDS Mop Smooth 1.5' or 'RUSERDIDO Mop Plus Smooth" fully adhered with hot rooting asphalt. Membrane:—'RUBERO1De HW Plus Granule FR" or "RUBEROIDe HW Granule For or'RUBEROIDe EnergyCap•^ HW Plus Granule FR' or �- 'RUBEROIDS HW Plus Granule or'RUBEROIDO HW Granule', torch applied. 56. Dock: C-15/32 incline: 1/2 Bab Shoats — Two or more piles Type G2 "GAF�1A5t&C7_S.gase Sheet' or'Tn-Plye 075 Base Sheet' or'GAFGLAS® #80 UIUma'" Base Sheet or'GAFGIASO Stratavente Nallable enUn�� g Base Sheer, mechanically fastened. Membrane:—'RUBEROIDS HW Plus Granule FR' or 'RUBEROIDS HW Granule FA" or'ROBER010e EnergyCap— HW Plus Granule Fit" or "RUBEROIDS HW Plus Granule or'RUBEROIDe HW Granule, torch applied. 57'. Deck: NC Inclines 112 Bee Sheep—'RUBEROMO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5' or "RUBERGIDe Mop Plus Smooth", fully adhered with hot moeng asphalt or "RUBEROIDO HW Smooth', torch applied Membranes —"RUBEROIDS HW Plus Granule FR" or'RUBEROIDO HW Granule FR' or "RUBEROIDe EnergyCap'" HW plus Grantee FR" or "RUBEROIDID HW Plus Granule', torch applied. 58. Dads NC Inclines 1/2 Insulation (Optional): — Polylsocyanumte, uniform thickness of tapered minimum 1.1/2 In., mechanically fastened or adhered with'LRF Adhesive M' or TPO LRF Adhesive M low Temp' or OMG Inc.-Oiybond Fastening System", applied as a nominal 3/4-In, bead or "GAF 2-Part Rooting Adhesive", applied as a nominal 2-1/2 In, bud with a maximum on -center spacing of 12-In. or any UL Classified Insulation adhesive, applied per the manufacturer's Installation Instructions. Baffler Rousso — Minimum 1/4-In. thick Georgla-Paciflc Gypsum LLC "DemDecke Prime Roolboard" or "DensDecke DuraGuard'e Roolboard` or minimum 1/4-In. thick United States Gypsum Co. 'SECUROCKO Roof Board" (Type FRX- ah, mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". MIAMI-DADE COUNTY MIMI®QADE 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 mem9clncie ?eov/eco or86) 599 NOTICE OF ACCEPTANCE (NOA) � Westlake Royal Roofing LLC 7575 Irvine Center Drive #100 Irvine, California, USA 92816 DEC 2 8 2023 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: Saxony 900-Slate & Saxony Split Slate, Saxony 900- Shake & Saxony 900-Split Shake - Flat Profile 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# 21-0420.04 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: 08/1122 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE dEC 2 8 2023 1Hi This approves a roofing system using Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake as manufactured by Westlake Royal Roofing LLC, in Okeechobee, Florida as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does 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 Dimensions Applicant Saxony 900-Slate & Split L =17" Slate, Saxony 900- Shake W =13" & Saxony 900- Split H = 1.19" Shake Thickness:.70" Test Product Specifications Description TAS 112 Flat, Type 3a interlocking Class III, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces L= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, W = varies rakes, ridges and valley terminations. Varying thickness Manufactured for each file profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants, Inc. foam adhesive. TILE BONDTm Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. Touch `N Seal StormBone 2 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 "Tile Tire" Roof Tile Mortar Bonsal Roof Tile Mortar "Quilvete" Roof Tile Mortar, FL-15 Premixed, pre -bagged roof file mortar. Premixed, pre -bagged roof tile mortar. Premixed, pre -bagged gray roof tile mortar. The Dow Chemical Company DAP Foam, Inc. DAP Foam, Inc. Bermuda Roof Co. Inc. Bonsal American The Quikrete Companies, Inc. NOA No.: 22-0714.13 MIAMIDADE COUNTY Expiration Date: 05/02/24 rrG' Approval Date: 08/11/22 Page 2of9 2.2 MANUFACTURING LOCATION - 2g'?013 1. Okeechobee, Florida 2.3 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test Name/Renort Date Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 7161-03 Appendix 11 PA 108 (Nail -On) Dec. 1991 Letter PA 108 (Nail -On) Aug. 1994 P0631-01 PA 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 PA 102 (4" Headlap, Nails, Battens) Oct. 1994 25-7094-5 PA 102 (4" Headlap, Nails, Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102 (2 Quik-Drive Screws, Direct Feb. 1995 Deck) 25-7183-5 PA 102 (2 Quik-Drive Screws, Battens) Feb. 1995 25-7214-1 PA 102 (1 Quik-Drive Screw, Direct Deck) March, 1995 25-7214-5 PA 102 (1 Quik-Drive Screw, Battens) March, 1995 Project No. 307025 PA 100 Oct. 1994 Test #MDC-77 Celotex Corporation Testing 520109-1 PA 101 Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4 & 5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Paddy Adhesive Set System April 1999 American Test Lab of South TAS 112 RT1023.01-18 October 30, 2018 Florida Walker Engineering, Inc. Calculations Restoring Moment March 29, 2018 Aerodynamic Multipliers PRI Construction Material BORR-022-02-01 TAS 101 02/25/2019 NOA No.: 22-0714.13 MIAMI DADE COUNTY Expiration Date: 05/02/24 Approval Date: 08/1V22 Page 3 of 9 Technologies LLC BORR-022-02-02 TAS 101 OE C2 8 2023 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 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 Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Mechanically attached files minimum 4/12 slope. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.8 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. 4. INSTALLATION 4.1 Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft.) Width-w (ft) Saxony 900-Slate & Split Slate, Saxony 900- Shake 10.9 1.42 1.08 & Saxon 900- Split Shake Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Saxony 900-Slate & Split Slate, Saxony 900- Shake 0.291 0.315 & Saxon 900- Split Shake NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: 08/11/22 Page 4 of 9 DE 8 2023 Table 3: Restoring Moments due to Gravity - Mg (ft.4bf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900-Slate Deck Deck Deck Deck Deck Deck & Split N/A 7.70 N/A 7.63 4.74 7.51 4.65 7.71 4.53 7.17 4.40 6.97 Slate, Saxony 900- Shake & Saxony 900- Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mr (ft.-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 165.5 48.3 1 Installation with a 4' the headlap and fasteners are located a min. of 2'W from head of tile. NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: O8/11/22 Page 5 of 9 DEC 2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive2 Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split TILE BONDT Roof Tile Adhesive 633 TILE BONDTM Roof Tile Adhesive 654 Shake ICP Adhesives Pol set® AH-160 31.35 Touch'N Seal StormBon&2 596 Touch'N Seal StormBond®(one component) 1057 2 See foam adhesive manufacturer's component approval for installation requirements. 3 Medium paddy weight of 8 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 16 grams per paddy of TILE BOND' Roof Tile Adhesive 5 Medium paddy weight of 8 grams per paddy of Polyset®AH-160 6 Medium paddy weight of 8 grams per paddy of Touch'N Seal StormBond ® 2 7 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-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate &, Shake & ICP Adhesives PoI set® AH-160 1198 ICP Adhesives Pol set® AH-160 1159 Split Shake ICP Adhesives Pol set® AH-160 8310 ICP Adhesives Pol set® AH-160 6011 Touch'N Seal Storm Bond®2 9312 Touch'N Seal StormBonda2 6213 8 Large paddy weight of 45 grams of Polyset® AH-160 9 Large paddy weight of 34 grams of Polyset® AH-160 10 Medium paddy weight of 24 grams of Polyset® AH-160 11 Medium paddy weight of 18 grams of Polyset® AH-160 12 Large paddy weight of 45 grams of Touch'N Seal StormBond ® 2 13 Medium paddy weight of 24 grams of Touch 'N Seal Storm Bond 12 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 14 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar. NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: 08/11/22 Page 6 of 9 5. LABELING DEC 2 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". (LOCATED ON 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.: 22-0714.13 MIAMIDADE COUNTY Expiration Date: 05/02/24 Approval Date: 08/11/22 Page 7 of 9 P- J PROFILE DRAWINGS P.„ DEC 2 8 (Uj3 1.5/3Y Saxony 900 Split Slate NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: 08/11/22 Page 8 of 9 Nail Holes Saxony 900 Split Shake END OF THIS ACCEPTANCE NOA No.: 22-0714.13 Expiration Date: 05/02/24 Approval Date: 08/11/22 Page 9 of 9 Ha DEPARTMENT OF REGULATORY A BOARD AND CODE ADMIN ISTRATI, NOTICE OF ACCEPTAP ICP Adhesives and Sealants, Inc. 12505 NW "& Street Coral Springs, FL. 33065 a 7 DEr, MIAMI-DADE COUNTY 416 10z3 PRODUCT CONTROL SECTION 11905 SW 26 Street, Room 208 ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 DIVISION T (786)315-2590 F (786) 315-2599 E (NOA) w}vw.niiamWad e.. ovleconnmv SCOPE: This NOA is being issued under th;e applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Co4ty RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Haling Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dude 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 -Dane County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as describ#d herein, and has been designed to comply Kith the Florida Building Code including the High Velocity Hurricane Zone Of the Florida Building Code. i DESCRIPTION: Polysee AH-160 LABELING: Each unit shall bear; a permanent label with the manufacturers game or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise rioted herein. RENEWAL of this NOA shall be considered after a renewal application has bei;n 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 he displayed irb advertising literature. If any portion of the 10A is displayed, then it shall be done in its entirety. INSPECTION: A copy of this enti`,re 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 20-1124.0 % and consists of pages 1 through 1.1. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 22-0411.02 Expiration Date: 05110/27 Approval Date: 05/05/22 Page I of t i 'r*�r�narl %rritl^v ( nr-nQr+nrtri©r ROOFING COMPONENT APT'ROVAL: Category: Roofing :. Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polysef' 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 Polysee AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Diviensions Test Product Description Specifications Polyseeti-H-160 N/A TAS 101 Two component polyurethane foam adhesive ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTFI000 ICP Adhesives ProPacV N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTUREIJ BY OTHERS: Any Miami -Dade County Product C;'ontrol Accepted Roof Tile Assembly having; a current NOA which list attachment resistance values with the use of Polysee AH-160 roof tile adhesive. MANUFACTURING LOCATIC►N: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density @ 73°F ASTM D 1622 Compressive Strength ASTM D1621 Tensile Strength ASTM D1623 Water Absorption ASTM f?2942 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 lbs./fi' 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise n% 2.3 Penns +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @I58°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. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 2 of t1 Cr�nnetirl �e�ilFt f �mL`r�nncsr .. Ev><D>FN CE SUBMITTED: �-�- Test Aecavy Test Identifier Test NaLge/R.eaort " -Dalte Center for Applied Engineering #94-060 TA$ 101 04/08/94 257818-1PA TA$ 101 12/16/96 25-7438-3 SSTd 11-93 10/25/95 25-7438-4 j 25-7438-7 SSTO 11-93 11/02/95 25-7492 SST6, 11-93 12/12/95 Miles Laboratories NB-589-631 ASTMID 1623 02/01/94 Polymers Division i Ramtech Laboratories, Inc. 9637-92 AST141 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 TA$ 114 03/14/96 1>36700.04.12 ASTMi D 1623 04/18/12 P39740.02.12 TA$ 101 02/21/12 TA$ 123 Celotex Corp. Testing Services 528454-2-1 TAB 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 I 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-01.13 Physical Properties 11 / I 1 /20 LIMITATIONS: 1. Fire classification is not part e,f this acceptance. Refer to the Prepared Root Tile Assembly for fire rating. 2. Polyset* A14 160 shall solely, be used with flat, low, & high tiles 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 tile adhesive with their tile assemblies shall test in accor&nce 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 MFTC nP711 e coin Expiration Date: 05/10/27 JAPPROVEW Approval Date: 05/05/22 Page 3 of 11 Qe-,a tnnA irritF► e nrnCZr nrinnr DEC ; INSTALLATION:H y 1. Polyseto A-160 may be u1p23 scA with any roof tile assembly having a currei)t NOA that lists attachment resistance values with the use of Polyset°' Aft-160. 2. Polysee AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polyseto 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 the 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. Polysee AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack* 30 & 100 dispensing equipment'only. 7. Polysee AH-160 shall not Wr exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polysee A14-160 has been dispensed. 9. Polyseto AH-160 placement find minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic the profile requires the specific placement noted herein, NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 4ofII Qg-"IMniMA iAtitll i^am(Z^hnr%Exr Table 1: Adhesive Placement For. Each Generic Tile Profile , Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches �45-65 Flat, Low, High Profiles 41 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile 42 17-19 sq. inches 30 Flat, Low, Nigh 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 LTwo Piece Barrel (Pan Tile)`J 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 manufacturers 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. IV 22-0411.02 Expiration Date_ OSif0/270/27 Approval Date: 05/05/22 Page 5 of 11 Qr+nnnori Teri fn i~oain�'r��nna! ADHESIVE PLACEMENT DETAIL, A 1 Nail through plastic ce (when required) paddy (Beneath Tile) Underlaytnent 70 in.x 2 in. wide Battens / optional Save Course fascia F` weephole 10 in. `.2 in. Eave closure . f j Chip edge .• APPROTVED Flat/Low Profile Tile DEC 28 3 Starting att ie eave course, apply a minimum 2" (50.8 mm) 10" (254 mm) x 1 " (25.4 mm) foam paddy onto be underlayment positioned as shown, under the st engthening rib closest to the overlock of the the Wine 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. Medium Profiles / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) 10" (254 mm) x I" (25.4 mm) foam paddy onto�he underlayment positioned as shown under the pan portion of the the closest to the overlock of ihe file being set. i 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. High Profile / Single Pan `Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) �, 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pain portion of the tile closest to the overlock of the tile 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. i i N©A No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 6 of I 1 i Cr4�r�r�r�ri tR,ti-t ��rrnC',�nr�r�csr ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy(Beneath Tile) (when required), /"�- underlayment o 7 in."�� In. Battens optional / o Eave CoursQ, Eave Nail through plastic cement (when required) f _paddy (BeneathTile) underlayment w� T \ 2in. `- Battens optional tin. Eave Closure Eave Course Fast)a t: L A�PAbVEtl. ; qA 6'?D Flat/Low Profile Mile 23 1. Starting at the �ave 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 overlook of the tile being si't. Insure approximately 17 (109.7 cm2) — 23 (148.4 cmi2) square inch adhesive contact with the underside of the tile. 2. At the second'ourse, apply a minimum 2" (50.8mm) x T' (177.8 m;) x 1" (25.4 mm) foam paddy onto the underlayment Oositioned as shown under the strengthening rib closest to the overlock of the tile being set. i 3. Continue in satne manner. Insure approximately 10" (64.5 cm) - 121 (77.4 cm) square inch adhesive contact with thO underside of the tile. Medium Profile / Double Pan Tile Starting at the tyave course, apply a minimum 2" (50.8 mm) x 10" (25 mm) x 1" (25.4 mm) foam paddy onto the under] Etyment positioned as shown under the pan portion of he the closest to the overlock of the tile being set. ' sure approximately 17 (109.7 CM)— 23 (148.4 cm2)`square inch adhesive contact with the underside of th9 tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mni) x 1" (25.4 mm) foam paddy onto the underlayment lositioned as shown under the pan portion of the ti le closest to the overlock of the tile bein set. 3. Continue in sane manner. Insure approximately 12" (77.4 cm2) - 11 (903 cm2) square inch adhesive contact with the underside of the tile. i ()Y131}'ttl'x 5*1 &Vlfinued on next page) NOA No.: 22-0411.02 Expiration Date.- 05/10/27 Approval Date: 05/05/22 Page 7 of I I Q r, n r-% nn A tAritln (''�rnCr rvr�or c ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 4.9 Nail through plastic cer;Kmt- (when required) paddY(eaneath We) Underlayment �� 7i . Omens options! YEave Course (rai[t<t R, Wawpttok t o � � 2 in. Eave cimwe �� „r<� Drip edge riYa!'•� ��Ir iAFFROYED High Profile / Single Pan Tile 23 1 _ Starting at the cave course, apply a minimum 2" (30A-_ mm) x 10" (204 mm) x 1" (25.4 mm) foam paddy onto the undeirlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm 2) - 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 corn) x 1 " (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmZ) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Fxpiration Date: 05/10/27 Approval Date: 05/05/22 Page 8 of I I !i ;i Cr»sriwrafJ i�triil�t 1"'`�mCt-+�l�,r+>,[.srr 1 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic (when requirecil Underlayment 2 in. Battens optional Eave Course toi\• 2in. Lr 11.1 � AP1,!J .11� High Profile / Single Pan Tile L Starting at the have course, apply a minimum 2" 50.8 mm) x 10" (2 ' mm) x i" (25.4 mm) foam paddy onto the underrayment positioned as shown under the pan portion ofthe the 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 �ourse, apply a minimum 2" (50.8mm) x 7" (177.8 ' ) x 1" (25.4 mm) foam paddy onto the underlaymenr t I ositioned as shown under the pan portion of the tle 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 thg underside of the tile. i i NOA No.: 22-0411.02 Expiration Date: 05110/27 Approval Date: 05/05/22 Page 8 of 11 Qr,nnr-tnrJ trtri4in i`otnCnor�ri®, ADHESIVE PLACF..MENT DETAIL 3 Nail thtouyh plastic cemem Paddy between tiles - when requitedf,. r i Batttnsoptiana. ' i " ' I Paddy ;undrt t;k• S+ngie paddy r . ; on top of file t , a in. i ., �J•' 1f 5u►gl�p �` 5iri0epad4 on uxrdertayj f 2 x a in � toln: •... �. fascia Flat.1ow Prof114, TIle Nail thruugh plastk cerrwnt Single paddy under tilt whm required) Paddy tbehreen tilmi Batt«t Padtty tutttkt tom} optaoasai on t opaddy` on '- 1 tap oftik.,, 4cain. �2z1}n., Si`ngte paddy on u rtayttxnt 1. Ea" Clawre Course " � '�/'"` �^ Nub lliki tnn APPROVED I . On the eave course only, applyaa min urn-2" (50.8 mm) x 10" 254 mm) x l" (25.4 mm) foam paddy onto the un erlayment positioned as shown, under the strengtheening rib for flat the or under the pan portion of the tile for low or high profile tile closest to the overl6ck of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximatIly 17-23 in2 (109.7-148.4 cm') of adhesive c tact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x I" (25.4 mm) foam paddy onto the underiayment just below the second bourse line positioned. foam paddy under the strengthening rib for flat tile, or under the pan portion bfthe tile, closest to the underlock for the second course tile to be installed. Insure approxima lY 8-9 in-' (51.6-58.1 cm-) of adhesive contact with the underside of the tile. S (Instructions co�tinued on next page) i NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05105/22 Page 9 of 11 j A PROOVED J ADI'SIVE PLACEMENT DETAIL # 3 (CONTINUED) ' G 3. Also apply_ a 2" (50.8 mm) x 4" (101.6 mm) x_y ' 09 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 tote underloek of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm') square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch, adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 22-041I.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of I I Cn�nnr�rl eeritt-i �`ort��'n�nnn.r i ADHESIVE PLACEMENT DETAIN, AFC' ^ Two PIECE BARREL �eo,'3 Two Piecearrel (Cap and Pan) Tile t) place enough adhesive to achieve 65 to;10 sq. in, Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive. in to t in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.In, contact area. , o Underfaynsent Sheathing Eave closure S (motar shown) weephole' fascia Board--' Remove top portion of the eave course cove tile. Abutta second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave fine, Two Piece Barrel - High Profile Tile r-ILIFALIMO?-141JOreli7 APPROVED l . Starting it the eave course, apply a minimum 2" (50.8 m ;) x 10" (254 mm) x I " (25.4 mm) foam paddy ot to the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles froiri rocking until adhesive has a chance to cure. 2. Continue, in same manner bringing two pan courses toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm2) square i h adhesive contact with the underside of the paid tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum I" (25.4 mm) x 10" (254 miry) Tread of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to I" (25A mm) from the �utside edge of the tile, inward, free of foam to allow for expansion. 4. Turn eov�'r the over after foam is applied and place onto pan the course. Insure a minimum of 20 (129 ci?n2) - 25 (161.3 em) square inch contact a on each side of the cover the to the pan tile. 6ritinue 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 he used. END OF THIS ACCEPTANCE NOA No.: 22-0411.02 Expiration Bate: 05/10/27 Approval Date: 05/05/22 Page I l of I I Qr srtnar4 tatitln r nrvnCr---,mn®r MIAMI•DADEr 1�� "MIAMI-DADE`C()UNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33_175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Westlake Royal 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: Westlake Royal TileSeal and Westlake Royal MetalSeal HT 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# 22-0714.14 and consists of pages 1 through 4 The submitted documentation was reviewed by Alex Tigera. NOA No.: 23-0502.03 Expiration Date: 08/02/28 Approval Date: 08/03/23 Page 1 of 4 ROOFING COMPONENT APPROVAL �u, d - h. 13 Cate2orv: Roofing Sub-Catesorv: Underlayment Material: SBS ` PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Westlake Royal TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Westlake Royal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a Metal -Seal HT 36" x 72' rolls ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Westlake Royal Citadel 36" x 72' rolls ASTM D1970 SBS self -adhering asphalt sheet material with a Plus poly film -facer; for use as a mid -ply underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 23-0502.03 MIAMI•DADE COUNTY Expiration Date: 08/02/28 11 IN i Approval Date: 08/03/23 Page 2 of 4 APPROVED ASSEMBLIES: s l UE�^ 98 Deck Type 1: Wood, non -insulated 10�3 Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Westlake Royal Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of Westlake Royal TileSeal or Westlake Royal MetalSeal HT Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Westlake Royal TileSeal or Westlake Royal MetalSeal HT Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems Westlake Royal TileSeal or Westlake Royal MetalSeal HT Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 23-0502.03 Mu�MI•naoe couN7Y Expiration Date: 08/02/28 Approval Date: 08/03/23 Page 3 of 4 LIMITATIONS: Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment shall be installed in strict compliance with applicable Building Code. 3. Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment shall be 6:12 when tiles are loaded directly to the Westlake Royal TileSeal or Westlake Royal MetalSeal HT underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Westlake Royal TileSeal and Westlake Royal MetalSeal HT underlayment may be used with any approved roof covering Notice of Acceptance listing Westlake Royal TileSeal or Westlake Royal MetalSeal HT underlayment as a component part of an assembly in the Notice of Acceptance. If Westlake Royal TileSeal or Westlake Royal MetalSeal HT underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Westlake Royal TileSeal or Westlake Royal MetalSeal HT underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE MIAMI•DAD�qnjm' COUNTY NOA No.: 23-0502.03 yjvj Expiration Date:08/02/28 Approval Date: 08/03/23 Page 4 of 4 0 2m 0 O n� !'D fD t'F � p o Q tA N p �i r �1 fD fD r-r O Ln fD r+ E CLN 0 ,c 3 t rf 1 I Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7229877 RECEIPT NO. RENEWAL BUSINESS NAME/LOCATION 7514994 SWIFT ROOFING CONTRACTOR INC 5301 SW 112TH CT 0 MIAMI, FL 33165-6846 EXPIRES SEPTEMBER 30, 2024 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED SWIFT ROOFING CONTRACTOR INC 196 SPECIALTY BUILDING BY TAX COLLECTOR C/O PEDRO H ALFARO JR PRIES CONTRACTOR 45.00 07/03/2023 Worker(s) 1 CCC1331276 INT-23-381065 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAMI�DAM For more information, visit www.miamidade.govhaxcollector l ® A CERTIFICATE OF LIABILITY INSURANCE DATE(MMYY) 12/22/2023/2023 `..', 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCERCON Insure Safe Inc 2300 SW 57th Ave CT NAME Insure Safe Inc PHONE E , 305 303 7080 FAX 305 267 4206 c No : E-MAIL Insuresafeinc@yahoo.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA: Mesa Underwriters Specialty Ins, Co. 36838 Miami FL 33155 INSURED INSURER B : INSURERC: Swift Roofing Contractor Inc INSURERD: 5301 SW 112th Ct, INSURERE: MiamiFL33155 INSURER F : .��.......... .■non. COVERAGE5 L rM l irn.ra i Q ,YUIVIOr-M. ---------- 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 x COMMERCIAL GENERAL LIABILITY OCCUR ADDL SUBR POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EXP MMIDDIYY LIMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000,00 CLAIMS -MADE PERSONAL & ADV INJURY $ 1,QQQ,QQQ A MP00120400530 09/0/2Q23 09/41 /2Q24 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ii POLICY ❑ JJEC LOC PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a accident $ BODILY INJURY (Per person) $ ANY AUTO SopJL.Y JNJURY (Per a_ ccident) OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE (Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ PER OTH- STATUTE ER DED I I RETENTION $ WORKERS COMPENSATION E.L. EACH ACCIDENT $ AND EMPLOYERS, LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBEREXCLUDED? ❑ (Mandatory in NH) NIA If yes, describe under DESCRIPTION OF OPERATIONS below I E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor License # CCC1331276 Miami Shores Village Building Departmet 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 .. —ft ^a A — n nnl l5ATrllhl Au';M%+e ra can —A ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DNY DATE 12/0s2023yY) 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 (les) must have ADDITIONAL INSURED provisions or 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 CONTACT NAME: PHONE: (800) 277-1620 X 4800 FAX: (727) 797-0704 E-MAIL ADDRESS: FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue INSURERS(S) AFFORDING COVERAGE NAIL# INSURER A: Frank Winston Crum Insurance Company 11600 Clearwater, FL 33756 INSURED INSURER B: INSURER C: INSURER D: FrankCrum L/C/F Swift Roofing Contractor, Inc. 100 South Missouri Avenue INSURER E: INSURER F: Clearwater, FL 33756 COVERAGES CERTIFICATE NUMBER: 1170725 REVISION NUMBER: 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 INSRD SUBR WVD POLICY NUMBER - POLICY EFF (MM1DD/VY.YY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURENCE $ CLAIMS MADE ❑ OCCUR DAMAGE TO RENTED PREMISES (Ea accurence) $ MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ 'L GENERAL AGGREGATE $ AGGREGATE LIMIT APPLIES PER: POLICY ❑ PROJECT ❑ LOC n PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE UNIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAR OCCUR EACH OCCURENCE $ AGGREGATE $ EXCESS LIAB CLAIMS MADE DED I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N X PER STATUE OTHER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L. EACH ACCIDENT $1,000,0D0 A N/A WC202400000 01101 /2024 01 /02/2025 E.L. DISEASE -EA EMPLOYEE $1,000,000 (Mandatory in NH) IF yes, describe under DESCRIPTION OF E.L. DISEASE -POLICY LIMIT $1,000,000 OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Effective 12/11/2017, coverage is for 100% of the employees of FrankCrum leased to Swift Roofing Contractor, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION 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 Miami Shores Village Building Dept 10050 NE 2nd Ave��,�,.--■""� Miami Shores, FL 33138 9)1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD