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RF-07-23-1839Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 07/31/2023 Location Address Parcel Number 9767 NE 13TH AVE, Miami Shores, FL 33138 1132050090520 Contacts Permit NO.: RF-07-23-1839 Permit Type: Roof Work classification: Repair Roof Permit5totus: Approved Expiration: 01/31/ 2024 ANNASAMPAS Owner 9767 NE 13TH AVE, Miami Shores, FL 33138 Mobile: 9542405575 UNIVERSAL GROUP INC Contractor GABRIEL PIERRE MATOS 7228 56 ST, MIAMI, FL 33166 Business: 7865020073 wanda.rgb@aol.com Other: 3057969556 Description: REPAIR TILE ROOF 10 X 20 -200 SOFT Valuation: $ 700.00 Ins ection Requests: 305-762-4949 Total Sq Feet: 200.00 onnmo���mim���� Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.30 Permit Fee (Manual) $80.00 Sunning Fee (Manual) $15.00 Technology Fee (Manual) $13.00 Total: $162.90 Payments Date Paid Amt Paid Total Fees $162.90 Cash 07/26/2023 $50.00 Credit Card 07/31/2023 $112.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re n d zoning. Futhermore, I authorize the above named contractor to do the work stated. AuthonA6- Lure: Owner / Applicant / Contractor / Agent Date ' July 31, 2023 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 ❑ ELECTRIC OOFING ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF CONTRACTOR JOB ADDRESS: Occupancy Type: Load: OWNER: Name (Fee Simple Title Arirlrpcv CVT(C7 {Vql '? 1h P)T@ 0 T T JUL 2 6 2023 F77B��C 20W 1 Master Permit No. Q--- b I-f-2-3 —I Sub Permit ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Construction Type: PtcWN V\ the Building Historically Designated: Yes Zone: BFE: FFE: Q�4 2409c� City: VA I kAA t ';t 1 IG5�N State: a, Zip: 33 1-,77 ) Tenant/Lessee Name: Email: Kfta kcoy CONTRACTOR: Company Name: Address: C5 14 Email: / I e Qualifier Name: ! -"'b I S Phone#: State Certification or Registration #: Ce(3 1 32 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: 30o13s6 Address: City: State: _Zip: Value of Work for this Permit: $ r��P9) Square/Linear Foo ge of Work: :P0Q'4' Type of Work: ❑ Addition ❑ Alteration ❑ NNew Repair/Replace ❑ Demolition Description of Work: 7?g 1Lf 000E a Specify color of color thru tile: f Submittal Fee $ GD• eta Permit Fee $ 60 • M CCF $ ' (00 Scanning Fee $ 15 - oo DCA Fee $ �7- CO DBPR $ 7- Technology Fee $ 13 'W Training/Education Fee $ ' -50 Structural Reviews $ P&Z Review $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 ( Z. q D (Revised04/05/2022) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. l Signature Signature 0 rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this ay of lw4 20 'r Eby f r/4J& who is personally rknown to /O me or who has produced K���-OS3- 7 �-4s identification and who did take an oath. NOTARY Print: tiJ`'•�' ANA ROSA ALFARO Seal: �1 Notary Public State of Florida Commission p HH 086452 a n My Comm. Expires Feb 28, 20I5 Bonded through National Notary Assn. APPROVED BY Theforegoing instrument was acknowledged before me this day of (J/j 20 a✓ by 4 who is personally known to me or who has produced -``�� as identification and who did take an oath. NOTARY PUBLIC: �Jn Notary Public State of Florida Elliot Soto My Commission GG 923204 Sign: 10/16/202310/16/2023 Print: Seal Plans Examiner (Revised04/05/2022) Structural Review eA -'I IiNNNfR14 4228 SW 70 CT MIAMI FL 33155 Tel:305-662-3710 Fax:786-800-2627 a1roofinspection@qmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION 08/14/2023 UPLIFT TEST— TAS #106 "."1ZRoofing Contractor Universal Group Inc ` Permit # RF-07-23.1839 Job Address 9767 NE 13 AVE Miami Shores / Owner's Name Anna Sampas Type of Tile Westlake Approximate Roof Height 12 feet Roof Pitch 3/12 Approximate Square Footage of Roof 1 ft2 Date Tested 08/14/2023 Number of Tests 3 Contact Name Juan Date Installed 08/10/2023 Type of Access to Roof Ladder Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 7865398015 LOCATION # OF TEST PASS # OF TEST FAIL Corner 0 Tests 0 Pass Test Fail Perimeter 2 Tests 2 Pass Test Fail Field 1 Tests 1 Pass Test Fail Ridge 0 Tests 0 Pass Test Fail TOTAL 3 Tests 3 Pass o Test 0 Fail IN ACCORDANCE WRN THE CRITERIA OF PROTOCOL PA 106, TNIS ROOF ASSEMBLY KF S PASSED THE STATIC UP1IFT QUALITYCONTROL TEST, TNISTAS I%TEST HAS BEEN PERFORMED IN NILACCMDANCE TONE REQUIREMENTS M WE COUNTRY. WITH NO OEVIATIONS. TNIS REPORT 15 NOT GUA NTEED IN CASE OF CASE OF NAT WDISASTERS. THIS REPORT IT IS NOT VALID FOR INwuNCE C MS. N 6 i�0 S OF 4F RID •' �r� Y///111117%%II R, Yenan T. Leyva. PE 67416 ".. IDM Job Address 9767 NE 13 AVE Miami Shores Permit Number RF-07-23-1839 Roof Drawing I i i 1 1 i I Ii E I i I ? N/A I N/A N/A N/A NIA I I i N/A N/A ' N/A N/A ` N/A N/A 3 i 1 2 ` N/A i ! N/A NIA 1 i I ' 1 !E I I 1 1 1 j i i i i I 1 1 i i ff 4 I Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 337�JUL 305-795-2204 www.msvfl.pov 2 6 2023 OWNERS'S AFFIDAVIT OF EXEMPTION 414 ROOF TO WALL CONNECTION HURRICANE MITIGATION AETRQFITFC EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Addre<_ Roofing Permit Number: Date:C,S )a\,o ?c)23 De r Building Official: Ib�iti A tC l C7Jnil lkD S certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC or with the rovisions of 1994 edition of the South Florida Building Code (1994 SFBC) 6z[d(6k �Mtrr S ature 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 day of S n • �' l (3 20 5 ,r.r� ALAN BLACHARZ Notary Public, State of Florida at Large �^ MYCOMMISSION#HH312671 EXPIRES: SEP 15. 2026 B8"dddhdo, J't Amla • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresvil lage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage RevOI 142021 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.ciov Roof Permit Checklist • Permit Application — Signed and Notarized by both property owner and contractor. • Owner Affidavit of Exemption Form, F.S. 553.844 • Owners Roofing Consideration Form (Re -roofing only) • Affidavit of Compliance with roof to wall connection for Hurricane Mitigation Form (if applicable). • 2 copies Uniform Roofing Application package. • 2 copies of Product Approvals a. Front Page b. Specific system description. c. Specific system limitation. d. General system limitations. e. Fire Directory Listing page. • 2 copies Design calculation per chapter 16. Or if applicable RAS 127 or RAS 128. • $50 Submittal Fee For Forms and Applications click here: http://bidg.miamishoresvi llage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Roof Permit Checklist Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 3 n 305-795-2204 www.msvfl.gov D IIII JUL ,2�6 ?023 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. 1. 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. 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. 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. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. 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. Rev01 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 6. 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. 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 y be beneficial to consider additional venting which can result in extending the service h4f the roof. L= J Owne Ag t' nature Date Signature Date For Forms and Applications click here: http://bldg.miamishoresviIlage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owners roofing consideration Page 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, JFL305-795-2204 www.msvfl.JUL 2 6 2023 AFFIDAVIT OF COMPLIANCE WITH ROOF TO ONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: - 2S - � 0 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address:0"(9-7 kt,- 1311a Au1 __ Roofing Permit Number: Dear Building Official: I Av-k Sa uv-w- certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Do//4//t Signature At," L—auc - Jai�pa__s 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 15 day of 0 20�� Large Seal: lBLADHARZ a � MY COMMMISSIDN #HH312671 EXPIRES: SEP 15, 2026 Banded through tsl State Insurance For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage P:eVC 1 1 /12JZ AIiICC _-f _IBC ill-!—,C _� d,—I. `Q_E 1 CI 1 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,516,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2131415,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Product Approval 5. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing / Calculation Documentation L=j4j L 2 6Florida Building Code 7th Edition (2020) Higity HZone Uniform Roofing Application Form for Mi'�Rfi�ade CAanty Section A (General Information) COPY Master Permit Number: Process Number: Contractor's Name: Uolvers.-i Cry Job Address: 11(9.9 -1 A-ULi (''fi41<S, J--r I ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile [fJ Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE ❑ New Roof ZRepair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ftZ) Steep Sloped Roof Area (ft2) Total (ftZ) O Are there gas vents on the roof? ® Yes No If Yes what type? ® Natural O LPX Is there an existing roof top Solar System? © Yes Y o If yes will it be reinstalled? O Yes 0 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. Florida Building Code 7th Edition (2020) 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: Product Approval # Design Wind Pressures, from RAS 128 or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck Type: Gauge / Thickness: Slope: Anchor/ Base Sheet & No. of Ply(s): Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/ Bonding Material: Ply Sheet(s) and No. of Ply(s): Ply Sheet Fastener/ Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' It oc @ Laps, # Rows @ " oc Zone 1 " oc @ Laps, # Rows @ " oc Zone 2 It oc @ Laps # Rows @ " oc Zone 3 " oc @ Laps, # Rows @ " oc Number of Fasteners Per Insulation Board Zone 1': Zone1: Zone 2: Zone 3: 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. Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof System) Roof System Manufacturer. bhs�0 ke,_ e 0 Y Product Control Number: po) rt) 3 31 • 1 I Minimum Design Wind .Pressures, From Applicable RAS 127 Table or Calculations: -0) Zone1. elTilq Zone 2e: Zone2n: Zone 2r. Zone 3e. Zone 3r.y Slope Range: _ 2:12 to < 4:12 Q> 4:12 to <_ 6:12 Q > 6:12 to <_ 12:12 Roof Shape: Q All Hip Roof Q Gable Roof or Partial Gable/Hip Roof Deck Type: I !!V6 Woo 0 - \ 11 Underlayment Type: !T Roof Slope: . 12 Insulation: n j �A--- Fire Barrier: Ito Ridge Ventiions Fastener Type &Spacing:(T A(� S t�iS Cap Sheet Type: �(�40LL/ V5 Mean Roof 12- Cap Sheet Attachment: Tj L� NpHeight: Roof Covering: FLA--r 7-1L� Drip Edge Type & Size: x 6 q L. 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 the systems, choose Method 1. Compare the values for Mrwith the values from Mf. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the the attachment method is acceptable. Method 1* " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table 3 ( Zone 1: x A 0 �65 ) — Mg: &• Q = Mri U'a Product Approval Mf: 3 ( Zone 2e:x A G`� = lS�) — Mg: = Mr2e Product Approval Mf: ( Zone 2n:-10$ x AO` o 05' =�U ) — Mg: &R = Mr2n �•» Product Approval Mf: 3� ( Zone 2r:' 1yY x AO )05 = °2a� )� ) — Mg: 0 � = Mr2r l 5- i 1 Product Approval Mf- (Zone 3e: d x AU' .� _ ) ) — Mg: 6- { 1 = Mrse S•) 1 Product Approval Mf: ( Zone 3r U6 x A 01 d� _ ) — Mg: 1 = Mr3r ( • d1 Product Approval Mf: 3 j Tile attachment method. Alternate Tile 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 ) = Fr, Product Approval F': (Zone 2e: x L = x W = ) — (w ) x cos 0 ) = Fr2e Product Approval F': (Zone 2n: x L = x W = ) — (w) x cos 0 } = Fr2n Product Approval F': (Zone 2r: x L = x W = ) — (w) x cos 0 } = For Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos 0 ) = Fr3e 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 information Description Symbol Where to Find Design Pressure Zones 1, Ze, 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 0 Job Site Aerodynamic Multiplier A Product Approval / Notice of Acceptance RestoringMoment due to Gravity Mg Product Approval / Notice of Acceptance Attachment Resistance Mf Product Ap roval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance F, Calculated Average Tile Weight w Product Approval / Notice of Acceptance Tile Dimensions L--Length W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application. COUNTY 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE i de Nemours, Inc. 974 Centre Road Chestnut Run Plaza 721-2246 Wilmington, DE 19805 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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: TILE BOND" Roof Tile Adhesive 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# 20-1214.01 and consists of pages 1 through 12. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-1006.03 MIAMI•DADE COUNTY Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 1 of 12 ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BONDT" Roof Tile Adhesive and TILE BONDT" Roof Tile Adhesive (HFO) as manufactured by DuPont de Nemours, Inc. as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems and two piece barrel profiles using TILE BONDTM Roof Tile Adhesives. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile Adhesive adhesive TILE BOND TM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile Adhesive (HFO) adhesive PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TILE BONDTM Roof Tile Adhesive and TILE BONDTM Roof Tile Adhesive (HFO). MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: TILE BONDTM Roof Tile Adhesive Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 Parallel to rise 20 psi Perpendicular to rise 14 psi Tensile Strength ASTM D 1623 31 lbf @ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 3% absorbed by Volume Moisture Vapor Transmission ASTM E 96 0 perms Dimensional Stability ASTM D 2126 -0.08% Volume Change @-40°C., 2 weeks -3.6% Volume Change @70°C., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 21-1006.03 MwMI®UNTYM Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 2 of 12 f PHYSICAL PROPERTIES: (CONTINUED) TILE BOND' Roof Tile Adhesive (HFO) Property Test Results Density ASTM D 1622 2.21bs./ft.3 Compressive Strength ASTM D 1621 23 psi parallel to rise Tensile Strength ASTM D 1623 Water Absorption ASTM D 2842 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 6226 19 psi perpendicular to rise 42 lbf @ 180°F, 65% RH for 120 days, concrete to concrete 1 % absorbed by Volume 3.1 perms -0.01 % Volume Change @-40°C., 2 weeks 4.4 % Volume Change @70°C., 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 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 NEMO etc. LLC 4L-DOW-18-002.12.19-A-R1 TAS 101 / TAS 123 08/28/20 4S-DOW-18-001.07.19-B-R1 TAS 110 07/31/19 NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 3 of 12 INSTALLATION: 1. TILE BOND TM Roof Tile Adhesives may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BONDTM Roof Tile Adhesives. 2. TILE BONDTM Roof Tile Adhesives shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BONDTM Roof Tile Adhesives shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. TILE BONDTM Roof Tile Adhesives and its components shall be installed in accordance with Roofing Application Standard RAS 120, and DuPont de Nemours, Inc. TILE BONDTM Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by DuPont de Nemours, Inc. 5. Pressure treated wood filler block or suitable piece of broken tile of similar size and shape shall be required on the eave course installation of flat, medium and high profile tile installed with the Interdependent adhesive placement. Two-piece barrel tile and all other tiles installed with the Independent placement do not require the filler blocks. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BONDTM Roof Tile Adhesives has been dispensed. 7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight or minimum contact area shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Placement may be modified as needed for the particular tile configuration as long as the minimum contact area is achieved. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BONDTM Roof Tile Adhesives can be used with cap and pan, ridge, flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDTM Roof Tile Adhesives with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF —W F MS 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. MIAMI•DADE COUNTY ,H• m NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 4 of 12 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. CMIAMI-DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE TILE BONDTM Roof Tile Adhesive and TILE BONDTM Roof Tile Adhesive (HFO) Tile Tile Placement Minimum patty Weight Minimum Contact Profile Attachment Detail per tile (grams) Area (Square inches Flat / Low Profile Independent #1 25 32 Flat / Low Profile Independent #2 12.5 16 Medium Profile Interdependent #3 25 32 Medium Profile Independent #4 12.5 16 High Profile (Head) #5 12.5 16 High Profile (Nose)Interdependent 12.5 16 High Profile Stacked beads Independent #6 25 15 Two Piece Barrel Interdependent #7 25 20 Trim Lock Metal Ridge Interdependent #1,2,3,4,5,6,7 25 13.5 Board or 2x Ridge Board MMMImaDCOUNTY .,= NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 5 of 12 ADHESIVE PLACEMNT DETAILS DETAIL #1: LOW (FLAT) PROFILE - INTERDEPENDENT PADDY PLACEMENT Minimum 1"x 1"x 8" Bead At tile overlap Minimum 16 sq. in. Contact area Minimum 1"x 1"x 8" Bead Direct to underlayment at head of tile Minimum 16 sq. in. Contact area Battens Optional EAVE COURSE ONLY Two stacked beads 1.5" x 1 " x 6" With a 6" long pressure _ treated wood 1 x 2 Or similar size tile piece Between the beads APPROVED Minimum 1.5"diameter continuous bead on ridge 1"x 1"x 4" bead at tile overlap NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 6 of 12 DETAIL #2: LOW (FLAT) PROFILE - INDEPENDENT PADDY PLACEMENT Two parallel beads minimum 2"x 2"x 4" Placed apx.1"above head of previous row or apx.4"from eave Minimum 8 sq. in. contact area per bead Battens Optional NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 7 of 12 DETAIL #3: MEDIUM PROFILE - INTERDEPENDENT PADDY PLACEMENT Min. 1"x 1"x 8" Bear Direct to underlaymei under web of tile Minimum 16 sq. in. contact area Min. 1"x 1"x 8" Beac At tile overlap min.16 sq. in. contactarea Battens Optional EAVE COURSE ONLY Two stacked beads 1.5"x 1"x 6"with a 6"long pressure treated wood 1 x 2 or similar size tile piece between the beads Minimum l.5"diameter continuous bead onridge 1"x1"x4"bead attile overlap .44 v; Side VI NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: O1/13/22 Page 8 of 12 DETAIL #4: MEDIUM PROFILE - INDEPENDENT PADDY PLACEMENT Minimum 1.5" diameter continuous bead on ridge Two parallel beads minimum 2"x 2"x 4" Placed apx.1"above head of previous row at bottom of tile web Minimum 8 sq. in. contact area per bead Battens Optional 1"x 1 " x 4" bead at tile overlap NOA No.: 21-1006.03 MIAMI•DADE COUNTY Expiration Date: 08/23/26 r 0 Approval Date: 01/13/22 Page 9 of 12 DETAIL #5: HIGH PROFILE - INTERDEPENDENT PADDY PLACEMENT Minimum 1.5"diameter continuous bead on ridge 1"x 1"x 4"bead attile overlap Min. 4"x4"x2 bead direct to undeli at head of tile min.16 sq. in. contact area Min. 1"x 1"x 8" be. the overlap min.16 sq. in. contact area Battens Option EAVE COURSE OI Two stacked bee 1.5" x 1 " x 6"with a t pressure treated woi or similar size tile between the be: NOA No.: 21-1006.03 MIAMI•DADE COUNTY Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 10 of 12 DETAIL #6: HIGH PROFILE - INDEPENDENT PADDY PLACEMENT Minimum 1.5"diameter Battens Optional Two beads min. 1.5" diameter x Stacked at centerline of tile Just below tile headlap Minimum 15 sq. in. contact are One bead placed on back of till One bead placed on underlayme MIAMI-DADE COUNTY NOA No.: 21-1006.03 Expiration Date: 08/23/26 Approval Date: 01/13/22 Page 11 of 12 DETAIL # 7 TWO PIECE BARREL TILE - INTERDEPENDENT PADDY PLACEMENT Two beads min. 1"xI"x8"at side edges of pan the to contact cap the Min. 1.5"x 1.5" x 8" bead under centerline of pan the Mlnlmun 1.5"continuous bead on ridge 1"x1"x4"bead at tlleoverlap END OF THIS ACCEPTANCE NOA No.: 21-1006.03 ML4MIdMDECOUNW Expiration Date: 08/23/26 t Approval Date: 01/13/22 Page 12 of 12 M IM I®DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vvww.miamidade.sov/economy Boral Roofing, LLC 7575 Irvine Center Drive Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 No. 19-1021.08 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. i NOA No. 21-0323.04 Expiration Date: 06/07/26 Approval Date: 05/20/21 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Bermuda Flat Concrete Roof Tile, as manufactured Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bermuda Flat Concrete Tile Length = 16" TAS 112 Flat profile, interlocking, high pressure extruded Width = 10" Type 3a concrete roof tile equipped with two nail holes. Class III For mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each rile profile. `�: ►l1 1: I� 1 s 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier Test Name/Report Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) NOA No. 21-0323.04 Expiration Date: 06/07/26 Approval Date: 05/20/21 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Ayency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws, Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (I Quik-Drive Screw, Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied Engineering, Project No. 307025 Wind Driven Rain Oct. 1994 Inc. Test #MDC-77 PA 100 Atlanta Testing & Engineering, Inc. RI.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries, Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 RT0201.05-21 TAS 112 02/12/21 NOA No. 21-0323.04 MIAMI•DADE COUNTY Expiration Date: 06/07/26 FTEWI Approval Date: 05/20/21 Page 3 of 6 3. LINIITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Minimum 4/12 slope for mechanically installed tiles. 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. 4. INSTALLATION 4.1 Boral Bermuda `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length4 (ft.) Width-w (ft.) Bermuda Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - (ft3) Tile Profile 7. (ft3) Batten Application X (ft3) Direct Deck Application Bermuda Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Bermuda Flat Tile Battens Direct Deck I Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct I Deck N/A 6.97 1 6.43 6.86 6.29 6.71 6.14 1 6.54 1 5.97 1 6.35 MIAMI•DADE COUNTY NOA No. 21-0323.04 Expiration Date: 06/07/26 Approval Date: 05/20/21 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min.19/32" plywood) Battens Bermuda Flat Tile 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 1 65.5 48.3 1 Installation with a 4" the headlap and fastemers are located a min. of 2Y2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bermuda Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M'm 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft.-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bermuda Flat Tile 31VIm 2-Component Foam Roof Tile Adhesive AH-160 118.94 3W 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 31VIm 2-Component Foam Roof Tile Adhesive AH-160 MIAMI-DADE COUNTY miiiiiiii,...* NOA No. 21-0323.04 Expiration Date: 06/07/26 Approval Date: 05/20/21 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". Bermuda Flat Concrete Tile LABEL (LOCATED ON UNDERSIDE OF TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to property evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING Bermuda "FLAT" CONCRETE ROOF TILE 16" 10, FIELD TILE 16" 7" THICK BUTT TILE END OF THIS ACCEPTANCE NOA No. 21-0323.04 Expiration Date: 06/07/26 Approval Date: 05/20/21 Page 6 of 6 MIAMI-DADE COUNTY MIAMI.PRODUCT CONTROL SECTION mOY4DE - 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.auv/economy Westlake Royal Rooting 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: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 21-0323.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 22-0331.14 Expiration Date: 06/07/26 AnDroval Date:08/11/22 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Minimum 4/12 slope for mechanically installed tiles. 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. 4. INSTALLATION 4.1 Bermuda `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft.) 1 Width-w (ft.) 1 Bermuda Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - I (ft3) Tile Profile 2, (ft3) Batten Application �. (ft3) D rect Deck Application/ Bermuda Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf) Tile Profile 311:12" C 12" 518:12" 660:12" Greater than 711:12" Bermuda Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens I Direct eck WA 1 6.97 1 6.43 6.86 6.29 6.71 j 6.14 6.54 1 5.97 6.35 NOA No. 22-0331.14 0 U M1"DAD £ COUNTM Expiration Date: 06/07/26 Approval Date: 08/11/22 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". V Bermuda Flat Concrete Tile LABEL (LOCATED ON UNDERSIDE OF TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAwiNG Bermuda "FLAT" CONCRETE ROOF TILE i 16. so _i .111, io• \10;. FIELD TILE 16' -� THICK BUTT TILE END OF THIS ACCEPTANCE NOA No. 224WI.14 Expiration Date: 06107/26 Approval Date: 08/11/22 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft-lbf) for Nail -On Systems " Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min.19132" plywood) Battens Bermuda Flat Tile 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 1 65.5 48.3 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft. Ibf) for Two Pa,& Adhesive Set Systems Tile Tile Application2 Minimum Attachment Resistance Profile Bermuda Flat Tile TILE BONDTm Roof Tile Adhesive 31.33 ICP Adhesives Polyset® AH-160 31.34 2 See manufactures component approval for installation requirements. 3 Medium paddy weight of 13.9 grams per paddy of TILE BONDTM Roof Tile Adhesive. 4 Medium paddy weight of 8 grams per paddy of Po{ set® AH-160 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft.-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bermuda Flat Tile ICP Adhesives Pol set® AH-160 118.95 ICP Adhesives Polyset® AH-160 40.46 5 Large paddy weight of 45 grams per paddy of Polyset®AH-160 6 Medium paddy weight of 24 grams per paddy of Pol set® AH-160 NOA No. 22-0331.14 Miaurt�; tout Expiration Date: 06/07/26 An nmval MtP- nizn In.7 2.2 EvmENcE SUBM -MD Test Anency Test Identifier Test Name/Renort Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 Quik-Drive Screws, (2S The Center for Applied Engineering,25-7214-1 tic U lift Testin p g g M 19 arch, 95 Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 109 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied Engineering, Project No. 307025 Wind Driven Rain Oct. 1994 Inc. Test #MDC-77 ' PA 100 Atlanta Testing & Engineering, Inc. R 1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries, Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 19% Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7904-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 RT0201.05-21 TAS 112 02/12/2l NOA No. 2241331.14 Expiration Date: WM7/26 ADDfOV81 Date: 08/1 U/22 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Bermuda Flat Concrete Roof Tile, as manufactured Westlake Royal Roofing LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product t Dimension $BeAficatlons D�riptioa Bermuda Flat Concrete Tile Length =16" TAS 112 Flat profile, interlocking, high pressure extruded Width =10" Type 3a concrete roof file equipped with two nail holes. Class III For mechanical, mortar or adhesive set applications. Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. 2.1 D AMMACTURING LOCATION 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier Test Natne,ftport Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101(Adhesive Set) 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) NOA No. 22-033L14 Expiration Date: 06/07/26 Approval Date: 08/11/22 MIAMFDADE r. ®8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION M OF ACCEPTANC DuPont de Nemours, Inc. 974 Centre Road Chestnut Run Plaza 721-2246 Wilmington, DE 19805 tMIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 street, Room 208 Miami, Florida 33175-2474 T (786).315-2590 P (786) 315-2590 w%vw.miam idade:eov/economy 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 itis 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: TILE BONDT"i Roof Tile Adhesive 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# 21-1006.03 and consists of pages I through 12. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0614.05 MIAMN)ADE COUNTY. glut , Expiration Date: 08/23/26 Approval Date: 12/15/22 Page I of 12 ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TnZ BONDW Roof Tge Adhesive and TILE BONDTm Roof Tile Adhesive (HFO) as manufactured by DuPont de Nemours, Inc as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems and two piece barrel profiles using TILE BONDM Roof Tile Adhesives. PRODUCTS MANUFACTURED BY APPLICANT: ProdW Dimensions Test Prodaet Desedgtion _ ., _ , TILE BONDm Roof Tile NIA TAS 101 Single component polyurethane foam roof tile Adhesive adhesive TILE BOND" Roof Tile NIA TAS 101 Single component polyurethane foam roof tile Adhesive (WO) adhesive PRODUCTS AIANUF'ACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TILE BOND" Roof Tile Adhesive and TILE BONOm Roof Tile Adhesive (IPO). MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: TILE BONDTM Roof Tile Adhesive Pro a Te. t Results Density ASTM D 1622 1.6 lbsJft.3 Compressive Strength ASTM D 1621 Parallel to rise 20 psi Perpendicular to rise 14 psi Tensile Strength ASTM D 1623 31 lbf @ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 3% absorbed by Volume Moisture Vapor Transmission ASTM E 96 0 perms Dimensional Stability ASTM D 2126 -0.08% Volume Change c@ -WC., 2 weeks -3.6% Volume Change @70°C.,100% Humidity, 2 weeks Closed Cell Content ASIM D 2856 86% NOA No.: 22-0614.05 Expiration Date: 08123/26 Approval Date:12/15/22 Page 2 of 12 PHYSICAL PROPERTIES: (CONTINUED) TIDE BONDTM Roof Tile Adhesive (HFO) Test Results Density ASTM D 1622 2.2 lbsJft a Compressive Strength ASTM D 1621 23 psi parallel to rise 19 psi perpendicular to rise Tensile Strength ASTM D 1623 42 lbf@ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 1 % absorbed by Volume Moisture Vapor Transmission ASTM E 96 3.1 Berms Dimensional Stability ASTM D 2126 -0.01% Volume Change @ 40°C., 2 weeks 4.4 % Volume Change @70°C.,100% Humidity, 2 weeks Closed Cell Content ASTM D 6226 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 EVIDENCE SUBMrMD: Test Aaencv IBA Consultants Inc. Trinity ERD MEMO etc. LLC Test Identifier 484" 4848-7 4848-6 4848-5 4848-4 4848 3 4848-2 4848-1 D9840.09.09 4L-DOW 18-002.12.19-A-R1 4S-DOW-18-001.07.19-B-R 1 4P DPBS-20-SSLAP-02.A 4c-DPBS 20-LSOTM-Oi.A.R2 4c-DPBS-20-LSOTM-O 1.C.R2 4c-DPBS-20-LSOTM-O 1.D.R2 Test NameMeaort TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 110 TAS 101 / TAS 173 TAS 110 Physical Properties TAS 101 TAS 101 TAS 101 Date 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 05/19/08 09/17/09 MUM 07/31/19 07/06/21 12/17/20 12/17/20 12/17/20 NOA No.: n-0614.05 . , Expiration Date: 08/23/26 Approval Date: i2/15/22 Page 3 of 12 INSTALLATION: 1. THE BOND" Roof Tile Adhesives may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BONOm Roof Tile Adhesives. 2. TILE BOND Roof Tile Adhesives shall be applied in compliance with the Component Application section and the corresponding Placement Details now herein. The roof file assembly's adhesive attachment with the use of TILE BONWm Roof Tile Adhesives shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. TILE BOND Roof Tile Adhesives and its components shall be installed in accordance with Roofing Application Standard RAS 120, and DuPont de Nemours, Inc. TILE BOND Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by DuPont de Nemours, Inc. 5. Pressure treated wood filler block or suitable piece of broken file of similar size and shape shall be required on the eave course installation of flat, medium and high profile tile installed with the Interdependent adhesive placement. Two-piece barrel tile and all other tiles installed, with the Independent placement do not require the filler blocks. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND Roof Tile Adhesives has been dispensed. 7. TILE BON6m Roof Tile Adhesive placement and minimum patty weight or minimum contact area shall be in accordance with the'Placement Details' herein. Each generic file profile requires the specific placement noted herein. Placement may be modified as needed for the particular file configuration as long as the minimum contact area is achieved. LnurATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND Roof Tile Adhesives can be used with cap and pan, ridge, flat, low, medium and high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BOND Roof Tile Adhesives with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _W MS 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.: 22-0614.05 Expiration Date: 08/23/26 Approval Date: 12/15122 Page 4 of 12 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE TILE BONDTM Roof Tile Adhesive and TILE BONDT"r Roof Tile Adhesive (HFO) Tile Tile Placement Minimum patty Weight Nftnimum Contact Profile Attachment Detail per the (grams) Area per toe (Square inches Flat / Low Profile Interdependent #1 25 32 Flat / Low Profile Independent #2 12.5 16 Medium Profile Interdependent #3 25 32 Medium Profile Independent #4 12.5 16 High Profile (Head) #5 12.5 16 HighProfile (Nose)Interdependent 12.5 16 High Profile Stacked beads Independent #6 25 15 Two Piece Barrel Interdependent #7 25 20 Trim Lock Metal Ridge Interdependent #1,2,3A5,6,7 25 13.5 Board or 2x Ride Board NOA No.: 22-0614.05 Expiration Date: 0S/23/26 Approval Date: 12/15/22 Page 5 of 12 ADHESIVE PLACEMNT DETAILS DETAIL#I: LOW (FLAT) PROFILE - INTERDEPENDENT PADDY PLACEMENT Minimuml.5"diameter continuous bead on ridge 1 "x 1"x 4" bead attile overlap Minimum 1"x 1"x8"Be Attile overlap Minimum 16 sq. in. Contactarea Minimum 1"x 1"x8"B Direct to underlayme at head of tile Minimum 16 sq. in. Contactarea Battens Optional EAVE COURSE ONLY Two stacked beads 1.5"x With a V long pressui treated wood 1 x 2 Or similar size tile pie Between the beads 4�liDECOUNTY NOA No.: 22-0614.05 MIAM AD �, Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 6 of 12 DETAIL #2: LOW (FLAT) PROFILE - INDEPENDENT PADDY PLACEMENT Minimum 1.5" diameter continuous bead on ridge Two parallel beads minimum 2"x 2"x4" Placed apx.,1"above head of previous row or apx. 4"from eave Minimum Ssq. in. contact area per bead Battens Optional 1 "x 1 " x 4" bead at tile overlap NOA No.: 22-0614.05 MAMFDADB COUNTY Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 7 of 12 DETAIL #3: MEDIUM PROFILE - INTERDEPENDENT PADDY PLACEMENT Minimum 1.5" diameter continuous bead on ridge 1"x1"x4"bead attileoverlap Min.1"x Vx 8"Be Direct toundedaym under web of tilt Minimum 16 sq. it contact area Min.1"x 1"x8"Bei At file overlap min.16 sq. in. contactarea. Battens Optional EAVE COURSE ONLI Two stacked beads 1.5" x 1"x 6"with a 6" long pressure. treated wood t x 2 or similar size file piece betweenthebeads NOA No.: 22-0614.05 MLAM1DADE COUNTY Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 8 of 12 DETAIL #4: MEDIUM PROFILE - INDEPENDENT PADDY PLACEMENT Minimum 1.5" diameter continuous bead on ridge 1"x 1"x 4" bead attile overlap Two parallel beads minimum 2" x 2" x 4" Placed apx. I" above head of previous row at bottom of tile web Minimum 8 sq. in. contact area per bead Battens Optional NOA No.: 22-0614.05 Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 9 of 12 DETAIL #5: HIGH PROFILE - INTERDEPENDENT PADDY PLACEMENT Minimum 1.5" diameter continuous bead on ridge 1"xI"x4"bead at tile overlap Min.4" x 4 bead direct to ur at head o min.16 sc contacta Min. 1"x'1"x 8 tile overl min.'16 sq contact a Battens Opt EAVE'COURS Two stacked 1.5" x 1"x 6"wit pressuretreated or similar size between the NOA No.: 22-0614.05 MAM4DAD, COUNTY Expiration Date: 08/23/26 Approval Date: 12/15/12 Page 10 of 12 DETAIL #6: HIGH PROFILE - INDEPENDENT PADDY PLACEMENT Minimum 1.5"diametei Battens Optional Two beads min.1.5" diameter x Stacked at centerline of the Just below tile headlap Minimum 15 sq. in. contact are One bead placed on back of til+ One bead placed on underlayme NOA No.: 22-0614.05 Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 11 of 12 DETAIL # 7 TWO PIECE BARREL TILE — INTERDEPENDENT PADDY PLACEMENT TWobeads ml 1"x1"xs"a side edges of 1 the to contau cap the Min. 1.5"x 1.5": bead under centerline o pan the Minimun 1.51 continuous bead on ridge 1"x1"x4" bead at the overlap END OF THIS ACCEPTANCE NOA No.: 22-0614.05 nlinctloaoecoUNTY Expiration Date: 08/23/26 Approval Date: 12/15/22 Page 12 of 12 M c N ' Nano U 3 HA �>m �L• 6� Q W m U i QLma o4 x g=m s W W m 12 n f'a tU o Cn D Q zZ O V 2 A uE g. >S AND PROFESSIONAL REGULATION STATE OF FLORIDA DEPARTMENT doorOF BUSINESS REGULATION AND PROFESSIONAL CCC1329249 ISSUED: 07/28/2022 CERTIFIED ROOFING CONTRACTOR MAf!TL LIN 'Signature LICENSED UNDER CHAPTER 489, FLORIDA STATUTES EXPIRATION DATE: AUGUST 31, 2024 Ron DeSantis, Governor Melanie S. Griffin, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER: CCC1329249 EXPIRATION DATE: AUGUST 31, 2024 THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES MATOS, GABRIEL PIERRE Q, Q UNIVERSAL GROUP INC 7228 NW 56TH STREET MIAMI FL 33166 ISSUED: 07/28/2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 40 A� !�V CERTIFICATE OF LIABILITY INSURANCE °ATE`' ""'°""'M 07/17/2023 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 pollcy(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 endorsements . PRODUCER Herrera Insurance Group, (ic. 8180 NW 36 Street #228 Doral FL 33166 FACT Sunem (Sue) Herrera PHOThe (=, g . (305) 264-0177 FAX No : (305) 859-4017 E-MAIL SUNEM HERRERAINSGROUP.COM INSURE S AFFORDING COVERAGE NAIC 0 INSURER A : WESTERN WORLD INSURANCE COMPANY 13196 INSURED Universal Group, Inc. 7228 NW 56th Street Dotal FL 33166 INSURER 8 INSURER C : INSURER D : INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 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 OF INSURANCE ADDLSUTYPE BR POLICY NUMBER POLICY EFF MMEROM POLICY A E>� LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR NPP1603251 07/29/2022 07/29/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TO_F(2?W PREMISE Ea owinen $ 100,000 MED EXP Arty one p!jm $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. X POLICY PRO- JECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ Included $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY �MBINED SINGLE LIMIT accklentl $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE en $ $ UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I RETENTION $ $ WORIUMS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETORIPARTNEWEXECUTNE a OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A ATL— OTH_ ER E.L. EACH ACCIDENT $ EL DISEASE - EA EMPLOY $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If awe space Is mqubeQ CCC1329249 Miami Shores Village 10050 NE 2 Avenue Miami Shores 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 L FL 33138 CERTIFICATE OF LIABILITY INSURANCE 7/i zo2s Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Cerdficate Holder. This CerMcate does not amend, extend Holiday, FL, 34691 or alter the coverage afforded by the polides below. (727) 938-5562 Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries lnsurera: Lion Insurance company 11075 2739 U.S. Highway 19 N. Insurer B: InC: Holiday, FL 34691 Insurer D: Insurer E: Coverages saes of insurance listed below have =nTs=6 the Insured named above for the policy period ndica thstand ng any requirement term or condition of any contractorotherdocument with respect to which this certificate maybe issued or may pertain, the Insurance afforded by the polices described herein Is subject to all the terits. exclusfars, and cond'dions of such policies. Aggregate limits shown may have been reduced by paid daims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MMIDDNy) Policy Expiration Date(MMIDDA Y) Limits ENERAL LIABILITY Each occurrence Commercial General Liability Damage to rented promises (FJi Claims Made Occur occurrence) Mod Exp Personal Adv Injury eneral aggregate limit applies per: Policy ❑ Project ❑ LOC _ General Aggregate Products - Comp/OP A09 UTOMOBILE LIABILITY Combined Single Lint (EAU Any Auto BodHy injury All owned Autos (Per Person) 11 Scheduled Autos Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Aggregate Occur ❑ claims Made Deductible ers Compensation and X we Statu- OTH- oyers' Liability WC 71949 01/01/2023 01/01/2024 to Limits ER Each Accident $1,000.000 prietorlpartrteNexecutjve oftiCer/memberE.L. I E.L. Disease - Ea Employee $1.000.000 ed? ISO describe under special provisions below. E.L. Disease - Policy Limits $1.000.000 Other I.Ion Insurance Company is A.M. Best Company rated A (Excellent). AMB # 12616 Descriptions of Operations/LocationslVehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 80-65-721 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the fiollowing "Client Company': Universal Group, Inc Coverage only applies to tnjurlm Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working In: FL Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) teased to the Client Company can be obtained by emalling a request to oudficates@lloninsuraneeoompany.eom Project Name: GABRIEL PIERRE MATOS, CCC1329249, AS QUALIFIER. 07-17-23 (CF) Main Date: S 29 2023 CERTIRCATE HOLDER CANCELLATION MlAM1 SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereaf, the Issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the to% but failure to BUILDING & ZONING do so shall Impose no obligation or liability of any idnd upon the insurer, its agents or representatives. 10050 NE 2ND AVENUE .. n