The URL can be used to link to this page

RF-09-22-2469Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 10/17/2022 Permit No.: RF-09-22-2469 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 04/17/2023 Location Address Parcel Number 3701 N MIAMI AVE, Miami Shores, FL 33150 1132060130970 -ontacts _ ..... .... ._. ... ., STEPHANY RAFAEL Owner ROOF -TECH Contractor 9701 N MIAMI AVE, MIAMI SHORES, 33150 MICHAEL LEANING 2977 MCFARLENE RD PHI, MIAMI, FL 33133 Business: 3057227606 INFO@MIAMI ROOFTECH.COM Mobile: 3057720568 Description: RE -ROOF (TILE AND FLAT) Valuation: $ 29,950.00 - Inspection Requests: 305-762 4949 Total Sq Feet: 2,400.00 Fees Amount Application Fee - Other $50.00 CCF $18.00 DBPR Fee $6.36 DCA Fee $4.24 Education Surcharge $9.00 Permit Fee (Manual) $95.00 Permit Fee (Manual) $279.00 Scanning Fee (Manual) $12.00 -ethnology Fee (Manual) $42.40 Total: $516.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $516.00 Credit Card 09/30/2022 $50.00 Credit Card 10/17/2022 $466.00 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. UUL/NERS 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 zo m g- Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 17, 2022 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 ❑BUIWING ❑ ELECTRIC L ROOFING ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF CONTRACTOR �MUTT SEP 3 0 2022 FBC 20 Master Permit No.2"�'-6 -22-24 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: l 7c:, l (V rtF� I "l r G ri. P- e— City: Miami Shores County: Miami Dade Zip: 3 31 $ Folio/Parcel#: I 1 3? 6 Ot 3 01 7 Z' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Cv cc,S �� i i cl-. Phone#: . 6 -7 - (.L (I ^ j\-9 0l Address: Zl'7, 1 N Nl, a 14va City: M 1GM r 5 State: aCG. Zip: 3 3 1 S� Tenant/Lessee Name: Phone#: Email: fi-t1�..Le9('L�M �1i49�s�,C��n C CONTRACTOR: Company Name: T2..0.4 - "Tee. k Phone#: 30 7 a a --7 b o 6 Address: °17? V104�gr(gn2- f2J 'PHI 11M14n1� FL '33173 a Email: Qualifi State Certification or Registration #: DESIGNER: Architect/Engineer: _ of Competency M Address: City: State: _Zip: Value of Work for this Permit: $ )91 9 50-• Square/Linear,,FF000ttage of Work: 34on Type of Work: ❑ Addition ❑ Alteration ❑ N//e��w IT Repair/Replace ❑Demolition Description of Work: 1 ft-- R / �1k an.� -Y(AA) Specify color of color thru tile: Gr44 Sa " 00 S+C' Submittal Fee $3u . I �p _ Permit Fee $ 42CCF $ V' (7D CO/cc $ Scanning Fee $ l/il - V/V' DCA Fee $ 4 - Syl DBPR $ P . 3v Notary $ Technology Fee $ 4a � ' 0 Training/Education Fee $ G ' CT Double Fee $ Structural Reviews $ �— P&Z Review $ �— Bond $ TOTAL FEE NOW DUE $ U/1 W • l J 1 / 6'p (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 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 low 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 OWNER or AGENT CO ACTOR The foregoing instrument was acknowledged before me this l 0 day of SQ-- em her , 20 Yb- , by ccyt 6t„+.) (e.CJ, , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as The foregoing instrument was acknowledged before me this 10 day of Se p4-ee" 6 u , 20 aa- , by M r C4-tA6 / le'a 4, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ./ J- P..,--- Sign: /( Print: Leo-f f Seal: APPROVED BY GEOFFREY CHAN Notary Public -State of Florida Commission # HH 160695 My Cornpission Expires Print: y Seal: GEOFFREY CHAN Notary Public -State of Florida �* *a Commission # HH 160695 My Commission Expires %fl.e Plans Examiner Structural Review Zoning Clerk (RevisedO4/05/2022) ElMIAMI-DADECOUNTYREQUIRED OWNERS NOTIFICATION FORROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to ex- plain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion perfor- mance 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. j_ 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. F " 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause wa- ter to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ,W7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Existing Solar Systems: The re -installation of an existing roof mounted photovoltaic system requires a separate permit. Permit must be obtained in order to finalize the roofing permit. y,at rv. Mtu"1 PROPERTYADDRHS DATE PERMIT NUMBER P4 33iS, STATE ZIP rms CITY 123 0D29T X19 COPY � RR n T T COUNTY J SEP 3 0 2022 kA� Regulatory and Economic Resources Building Trade Section 11805 SW 26th Street (Coral Way) Room 137 Miami, Florida 33175-2474 miamidade.gov OWNER'S AFFIDAVIT OF EXEMPTION Roof -to -Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures OWNER'S NAME ROOFING PERMIT NUMBER DATE LVCSS GL.1.4/e61r 'jai/1o/?, PROPERTY ADDRESS CITY STATE ZIP Dear Building Official: I, L.c O 6V,J l g cL property owner, certify that I am not required to retrofit the roof -to -wall connections of my building because of one of the following reasons (select one): ❑ The building has an insured value of $300,000 or less. (Provide copy of homeowner's insurance), OR ❑ Is uninsured or I cannot provide insurance documentation, and the just value of the structure for purposes of ad valorem taxation is less than $300,000. (Provide a copy of the Miami -Dade County Property Appraiser's Assessment), OR ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). (Provide a copy of the building permit) & (If built / before 1994 provide a compliance letter from a Florida Registered Engineer or Architect), OR C7 The roof -to -wall connections at gables ends or all corners cannot be completed for 15% of the cost of roof replacement. (Provide estimate of costs for retrofit by a General Contractor) Lvc&s C0�C410- cl, SignaturdW Property Owner Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me by means of U'physical presence OR ❑ online notarizations this 10 day of '-7e#? ",n titir ,20sa_1:_, by LuGF S 1 vni ;uC4 Signature of Notary Public _ Print Name t-'e'2 ("', '-Personally known or Produced Identification NOTARY (SEAL) g.,,EOFFREY CHAN Public -State of Florida mission # HH 160696 [E1_: �gCommission Expires August 20, 2025 Type of Identification Produced 121 nio42 N21 STRUCTURES SEP 3 0 Z02Z UI Florida Building Code7th Edition (2020) I1N High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name �d, - LLG Job Address l7�D M14M( Iry I (A Iu.-1 S)�e f_ FL ROOF CATEGORY Er Low Slope ❑ Mechanically Fastened Tile ® Monar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance L9�Reroofing ❑ Recovering o ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) o '� Steep Sloped Roof Area (SF) ( 6`1�1 Total (SF) ahto 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. , 3_F+! M FLAT ( fi a- w I Miami Shores v„"7- Date Zoning DD Pt•- 1 Fed, Igulldin9 t6romPIlahc regulations* Subjecttorules an andd Permit# 474 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: & A-F Product Approval No.: / S "0 ti / -q- _,;' -7 Design Wind Pressures, From RAS 128 or Calculations: Zone 1': ' 3 -7 Zone 1: " G L( Zone 2: - Y Y Zone 3: -11 S Max. Design Pressure, from the specific product approval system: Deck: Type: 2 ' Gauge[Thickness: 5 / ➢ YSlope: Zoq Anchor/Base Sheet & No. of Ply(s): El ? 5 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) & No. of Ply(s): C1 (,A F 1::;, L AS P Ply Sheet Fastener/Bonding Material: 14of c,Sa hyi4 Top Ply: �l M C nt r" i S&r 4�; Top Ply Fastener/Bonding Material: 0 f Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1': -1--" oc @ Lap, # Rows @" oc Zone 1: -1-2" oc @ Lap, # Rows @ " oc Zone 2: S " oc @ Lap, # Rows 3 @ S " oc Zone 3: S " oc @ Lap, # Rows 3 @ S " oc Number of Fasteners Per Insulation Board: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate 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 of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. tAF(- FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) 475 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) �^ High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: 6� r n Notice of Acceptance Number: t Q - 02 N - 0a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: 7 `I Zone 2e: -) 4 Zone 2n: 10D Zone 2r: /oJ Zone 3e: /Of Zone 30 ),X Deck Type: Type Underlayment: j G - ---- ; ,\ �-V' b----�3� Roo Slope: : 12; -- ----- - - `� Insulation., Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: 1 `1 y S Ng► I S 1 s!�" �` :•, C��s NJ D-C• Css,�5 t a C-0..'5 Adhesive Type: �\ Type Cap Sheet: PO jj� Mean Roof Height: l I--1 �.r \\ Roof Covering: Type & Size Drip i Edge: �r h c-1je 476 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Zone 1:_:?�L x X a31s = )3.3 ) - Mg: -7- S, = Md ! S-'7ti Product Approval M, (0�' (Zone 2e: 7`t x k o• 91f = 3)3.3 )-mg: 7 sl = Mr2e';. If, Product Approval M, 40 (Zone 2n:107 x X a -'9.S = )4 ) - Mg: -7. ,P = Mar,G j Product Approval M, Cc (Zone 2r:101 x X0.715 = 34 ) - Mg: I st = M2ra4• It 9 Product Approval M, 6 C> (Zone 3e: log x h 0-31 S = 34 ) - Mg: -7• ri = Mae �• `� ` Product Approval M, 6 o (Zone 3r: /1t x X 0-315 = 4o•3 ) - Mg: T S) = Mar 3"- S Product Approval M, SO Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 1 24.4 1 25.9 1 27.1 1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 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. (Zone 1:_x L = _ (Zone 2e: x L - (Zone 2n: x L - (Zone 2r: x L = (Zone 3e: x L = (Zone 3r: x L - Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: _ ) - W: x cos r = Fr, Product Approval F' _ _ x w: = _) - W: x cos r = Fee Product Approval F' _ x w: = ) -W: x cos r = F2„ Product Approval F' x w: = _) - W: x cos r = Far Product Approval F' _ x w: _ - W: x cos r = Ff3e Product Approval P x w: _ _) - W: x cos r = F0 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering analy- sis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING, 7th EDITION (2020) 477 R-9M0TM III SEP 30 2022 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 441h Street Coral Springs, FL. 33065 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/economv 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: Polyseto AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 20-1124.07 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications PolyseeAH-160 NIA TAS 101 Two component polyurethane foam adhesive ICP Adhesives Foam NIA Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density @ 73°F ASTM D1622 2.1 lbs./ft 3 Compressive Strength ASTM D1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D1623 29 PSI Parallel to rise Water Absorption ASTM D2842 0% Moisture Vapor Transmission ASTM E96 2.3 Perms Dimensional Stability ASTM D2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D6226 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11 /16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21 /12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-OI.B Physical Properties 11/11/20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyset® AH-160 shall solely be used with flat, low, & high 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 Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 3 of 1 l INSTALLATION: 1. Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polyset® AH-160 has been dispensed. 9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 5 of 11 Underlayment l'i through plastic cement !n required) in. Battens ADHESIVE PLACEMENT DETAIL # I nla) )Beneath Tile) Eave Closure Fascia Nail through plasti<ce (when required) Paddy (Ben eath Tile) Underlayment r t0in.a 2 in.wide Battens optional i Eave Course "� Fascia Weephole loin21n Eave closure Dripedge Flat/Low Profile Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mull foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile I. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1 " (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 6 of 11 �It 71n.y Battens optional Eave Course a Loin. i Eave Closure � Nail through plastic cement (when required) Underlayment 7in.i 2 n. Battens optional ADHESIVE PLACEMENT DETAIL # 2 (Ban"Wile) Eave Closure Fascia Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmZ) - 12(77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 7 of l I ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic se (when required) Paddy (Beneath Tile) Underlaymen 7in.. 2 in. Battens optional - Eave Course Fascia Waephole 10 in tin Eaveclosure edge High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm 2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nall through plasuccMent Paddy ibetween tries) iwhen required;. i Battens optional (>addy (tender ttlo singlar T a�e axain. a XT, 5ng kpad� tender a( 5inglepaddy on reWedayreem Main. 2 Fayet2onee Flat/Low Profile Tile Nail through plastic cernent Single paddy under tile when iequlredl Paddy (bellueen tuft) Battens Paddy (under tuei optional Wtopolf .M4x4in. 2iein. single jade On u 10(rr. 2In. Eavt Closw= Ere Cmm Fascia IN40= ProtlkTOe I. On the eave course only, 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 for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 em2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nailthroughplasti< 9egkpaAdd yaertae IAhen regi edl Paddy Ibetweentiles) Battens optional Paddy (under tile) Single pado' �.nun 74x a in. - single2xbin�,`� mddy p ofdle-- Eare Course — Fasda Weepbole loin. 2 in. Ea re dosure Ddpedge High profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/a" (19 mm) paddy on top of the eave course the surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 emZ) - 9(58.1 emZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of I I 1) Place enough adhesive to achieve 65 to 70 s in contact with the pan tile. 2) Turn covers upside down. Place adhesive In tot ln.from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. in. contact area. (motarshown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) portion of the eave course cover tile. Abut to second course of tore eave end of pan and cover tiles are flush at eave line. Two Piece Barrel -High Profile Tile Two Piece Barrel (Cap and Pan) Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm') — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to I" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmz) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 MM®M DLL T� T� i SEP 3 0 2022 ui By DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F (786) 31525-99 www.mismidade.gov/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: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.0 1 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut7 Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLAS® #80 Ultima' Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® SBS Heat -Weld" Smooth or Ruberoid® SBS Heat -Weld'' 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Flex PlyTm 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of Option #1: the above anchor 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. (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Mop Smooth Option #2: attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® 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. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All 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. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 21 of 27 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply'l 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDeck'" Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . 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 fully 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 sidelap 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 Professional Engineer, Registered 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 termination 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 MIAMI-DADE COUNTY Ml�p PRODUCT CONTROL SECTION mm 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing LLC 7575 Irvine Center Drive #100 Irvine, California, USA 92816 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 19-0207.02 consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino a NOA No.: 19-0814.02 MUU11•DADE COUNTY Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 1 of 8 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) or minimum 1/4-in. thick National Gypsum Co "DEXcell Glass Mat Roof Board" or "DEXcelIFA Glass Mat Roof Board". Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) or minimum 1/4-in. thick National Gypsum Co "DEXcell Glass Mat Roof Board" or "DEXcelIFA Glass Mat Roof Board". Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASO Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri- Ply® Ultra -Flexible Ply 60, fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline:1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" or "GAFGLASO Stratavent® Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or GAFGLASO Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. --�4'�T Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "EnergyCoteTm Roof Coating" or " TOPCOAT® MB Plus Coating " or "United CoatingsTm Roof MateTM MB Plus Coating" or "Bleed -Block Acrylic Base Coat" applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" or "GAFGLASO Stratavent® Nailable Venting Base Sheet" or "GAFGLASO Stratavent® Perforated Venting Base Sheet" or "GAFGLASO Stratavent® Nailable Venting Base Sheet" or "GAFGLASO Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri- PlyO Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 1ZOOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves,a rooting system using Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Shake as manufactured by Boral 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 Test Product Applicant Specifications Description Saxony 900-Slate & Split L =17" TAS 112 Flat, Type 3a interlocking Class III, concrete tile' Slate, Saxony 900- Shake W =13" equipped with two nail holes. For direct deck or & Saxony 900- Split H = 1.19" battened nail -on, mortar or adhesive set Shake Thickness:.70" applications. Trim Pieces L= varies TAS 112 Accessory trim, concrete roof pieces for use at W = varies hips, 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 BONW' Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Bonsai Roof Tile Mortar "Quikrete" Roof Tile Mortar, FL-15 Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof the mortar. Premixed, pre -bagged roof tile mortar. Premixed, pre -bagged gray roof tile mortar. 2.2 MANUFACTURING LOCATION I. Okeechobee, Florida The Dow Chemical Company Bermuda Roof Co. Inc. Bonsai American The Quikrete Companies, Inc. NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 2 of 8 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 7161-03 Appendix II 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 Sept. 1993 vs. smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering, Inc. 94-0R4 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 BORR-022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/25/2019 BORR-022-02-04 TAS 101 02/28/2019 NOA No.: 19-0814.02 MIAM2012 Y �WFAMINSIT13111 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 3 of 8 3. LIWTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile 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 tiles 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 (lbf) Length -I (ft.) Width-w (ft) Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split 10.9 1.42 1.08 Shake Table 2: Aerodynamic Multipliers - A (W) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Saxony 900-Slate & Split Slate, Saxony 900- Shake 0 291 0.315 & Saxony 900- Split Shake NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 4 of 8 ame u: Restoring Moments due to Gravity - Mg (ft.-lbf) 7":12" or Tile 2":12" 391•12" 4"•12" 511:12" 1 611:12" Profile greater Battens I Direct Saxony 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 - Mf (ft.-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 16/32" Direct Deck (min. 19/32" Battens plywood) plywood) 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 65.5 48.3 1 Installation with a 4" the headlap and fasteners are located a min. of 2%" from head of tile. NOA No.: 19-0814.02 MIAMI-DADE COUNTY Expiration Date: 05/02/24 j Approval Date: 11/27/19 Page 5 of 8 i able 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900-Slate & Split Adhesive' 31.33 Slate, Saxony 900- Shake & Saxony 900- Split Shake 2 See manufactures component approval for installation requirements. 3 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 13.9 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Poi set AH-160; Average weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900-Slate & Split ICP Adhesives Pol set AH-160 Slate, Saxony 900- Shake ICP Adhesives Pol set AH-160 & Saxony 900- Split ICP Adhesives Pot set AH-160 Shake ICP Adhesives PoI set AH-160 1194 1155 836 607 4 Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 5 Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 6 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 7 Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Poi set AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Saxony 900-Slate, Mortar Seth 39.0 Saxony 900- Shake & Saxon 900- Split Shake 6 Seespecific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Iogo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". LOGO- NAME (LOCATED ON UNDERSIDE OF TILE) NOA No.: 19-0814.02 FDWE eouPM Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 6 of 8 6. BUILDING PERNUT 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. Mail Holes PROFILE DRAWINGS Saxony 900 Slate 1-513r Saxony 900 Split State NOA No.: 19-0814.02 MIAMI-DADE COUNTY Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 7 of 8 Nail Holes MIAMI-DADE COUNTY END OF THIS ACCEPTANCE 12• Saxony 900 Split Shake NOA No.: 19-0814.02 Expiration Date: 05/02/24 Approval Date: 11/27/19 Page 8 of 8 CD�NTv , DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION Ju SEP 3 p 2022 �' li 141AMI-DADECOUNTY :! PRODUCT CONTROL SECTION I (RER) _J 11805 SW 26 Sheet, Room 20S y Miami, Florida 331752474 T (786) 315-25% F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamidadesovkeonomv Poly hm USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this 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: Polyghm Polystick Underpayments 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.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Seminoj U NOA No.: 17-0614.22 Expiration late: 09/13/21 Approval fate: 07706/17 Page 1 of 8 RooFmG COMPONENT APPROVAL Roofing Underlayment Mrs SBS , APP Self -Adhering Modified Bitumen PRODUCT'S DESCRIPTION: Polystick IR-Xe 65'x 333/8" Manufacturing Or 65' x 3' Location 11 & 12 60 mils thick Polystick Dual Pro Manufacturing Location 12 Polystick Tile Pro Manufacturing Location 12 Polystick TU Max Manufacturing Location 11 & ,f`2 Polystick TU P Manufacturing Location 42 Polysdck TU Plus (Surface Printing) Manufacturing Location #1 & #'2 Polystick hM Manufacturing Location 42 Polystick MTS Plus Manufacturing Location 02 Elastoflex S6 G Manufacturing Location #2 61' x 33 3/8" 60 mils thick 61' x 33 3/s" 60 mils thick 6"" x 33 3/8" 60 mils thick Tea Product ASTM D 1970 A fine granular/sand surface top self -adhering, APP PDIYVr modified, fiberglass reinforced, bituminm died material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. TAS 103 and ASTM D 1970 A rubberized asphalt selfadhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof the underlayment TAS 103 and ASTM D 1970 A rubberized asphalt selfadhering, est reinforced waterproofing membrane.gglass-fiber/Polyester as as a a metal t roofing and roof file underlayment TAS 103 and ASTM D 1970 A rubberized asphalt self_adherin g� Polyesterreinforced wa g �m membrane. Designed as a a roof tile underlayment. 32'10" x 333/8" 130 mils thick TAS IOCi and A rubberized ASTM D 1970 f her/ asphalt waterproofing membrane, gam_ polyester reinforced, with a granular surface designed for use as a file roof underlayment. 65' x 333/8" 8+0 mils thick TAS 103 and A rubberized asphalt self-adherin , ass -fiber/ ASTM D 1970 reinforced ways g � polyester rPr'0°fmg membrane. Designed as a metal roofing and roof the underlayment. 65'8" x 333/8" 60 mils thick TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyeol fi c film on the upper surface for use as an underlaymentroofing, roof tile, slate tiles and shingle underlayment 6.5'8" x 33-3/8" 60 mils thick TAS 103 A homogeneous, rubberized asphah waterproofin gc membrane, glass fiber reinforced with yofilm on the upper surface for use as an nnderla entf of metal roofing, roof tile, slate tiles and shingle underlay ment. Y� 32'10" x 33 3/:" TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. Im use in roof tile undedayment systems. NOA No.: 17-MI4.22 Expiration Date: OWI 21 Approval Date: 07MV17 Page 2 of 8 MIANU ACfURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Tot &my Trinity I ERD P10870.09.06-R1 TAS 103 � P 10870.04.09 TAS 103/ASTM D4798 & G 155 12/04/08 04/ 13109 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/ 11 P33370.04.11 ASTM D 1623 04/26/ 11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01 / 11 P37300.10.11 TAS 1101ASTM D4798 & D1970 10/ 19/ 11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07102/ 13 P45270.05.14 TAS 103, TAS 110 & ASTM D 1623 05/ 12/ 14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10107/14 P43290.10.14 ASTM D 1970 & TAS 110 10117/ 14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06J27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/ 16 PRI Asphalt Technologies PUSA-M5-02-01 TAS 103 Gg/2y106 PUSA-055-M- -02 TAS 103 12110/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 RX14E8A TAS 103/ASTM D4798 & G155 �09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/ 18/ 10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/ 10 LABELING: 1. All membrtines or packaging shall bear the imprint or identifiable marking of the manufacturer's name or l and slate of manufacturing facility and the following statement "Miami -Dade County ArOduct Control Appprrovedw or the Miami Daxdede County Product Control Seal as shown below. a M. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 F.�Rratiod Date: 09/13/21 Approval Date: 07AW17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystkk IR-Xe, Polystick Dual Pro, Polystick The Pro, Polystick TU MAX, Polystick TU P, Pol]W ick TU Plus, Polystick MTS or Polystick MTS Phu, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" ox at a minimum 4" head lap. (for base sheet only) Membrane: ElastoAes S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polysdck TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiation Date: "A3/21 Approval Date: 97/W17 Page 4 of 3 INSTALLATION REQUIREMENTS: . 1. All nails in the deck shall be carefully checked for sweep the deck thorou Protruding heads. Re -fasten any loose deck panels, and ghly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge 3. Place the first course of membrane in accordance with RAS 111. el to the save, rolling the membrane to obtain maximum contact. Remove the release film as the � be a minimum of 6". Roll the membrane in mbrane is applied. All side shall be a minimum of 3" and end laps shall roof with PblysticlC to place after removing the release strip. Vertical strapping of the is acceptable. Membrane shall be back nailed in accordance with a 4. l�hen aPP1Ym$ the membrane in the valley, start at the low pplicable building membrane from the center outward in both directions. point and work to the high point, rolling the 5. For ridge applications, center the membrane and roll from the center outward in 6. Roll or broom the entire membrane surface so as to have full contact with both directions.to lap areas. th the surface, giving special attention 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. & All Protrusions or drains shall be initially taped with a 6" piece of underlayment. The pressed in place and formed around the protrusion to ensure a tight fit. A second la er in tape shall be applied over the underlayment. Y ystick shall be GENERAL LINUTATIONS: 1. Fire classification is not part of this acceptance. 2. Polyatick Dual Pro, Polystick Ilk Pro, Polysdck TU PhV4 Pol wood shakes and shingles non -strut k MTS and Polyatick MTS Pius may be used in aVhaltic shingles slate roof assemblies. ' turaI metal roofing, roof file system and quarry Polystiek TU P may be used in all the previous assemblies listed except metal roofing. PC"" IR-Xe may be used in all the previous assemblies listed except metal roofin and PoljsUek TU Max may be used in lkon-structural metal roofing and roof tile s g roof file systems. ElastoQez S6 G may be used in roof tile s. ystems only. 3. Deck requirements shall be in compliance with applicable building code. 4. t* ER-Xe, PelysUck Deal pro, Polystlek TUe Pra, Polystick TU Max, �► Pik MTS and poly�ck MTS Plus shall be a �' P�� TU P, Polystiek TU shall be free of irre PPId to a smooth, clean and dry surface. The deck galarities. 5• Polyadck ER-Xe, Polysdck Decal Pro, Polystick Tile Plus, r©�,lek MTS and Fo! � - Polysdck TU Max, Polys�ek TU P, PolJstkk TUyadek MIS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyetick ER-Xe, polystick Deal Fro, Polystick Tlk Pro, Poly -tick TU -P*-P*PSI MTS and �olyadek MTS Phis shall not be left ex �' p �ystlek TU P, Polystiek TU amount of days listed in the table below after a P� �temporary roof for longer than the application. Pblyglass reserves the right to revise ar alter product exposure times; not to exceed the preceeding maximum time limitations. - ift1 70* All products listed herein shall have a quality assurance audit in accordance with the Florida mantra swlirna Code and NOA No.: 174614.22 Fapifstbs Date: sm3P21 Approval Date: 47AW17 pars of 8 Rule 61G20-3 of the Florida Administrative Code. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tik Pro, Polystick TU Mal, Polystick TU Plus or Eimtotlex Sk G may be used in both adhesive set and mechanically fastened roof tile applications. Polyatiek Dual Pro is limited to mechanically fastened roof tile applications. Pulyrtidr MTS and Polystick MTS Phu are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof file applications with the exception of mortar set the applications. 9. When loading roof tiles on roof file underlayment for (direct -to -deck) file assemblies, the maximum roof slope shall be as follows: (See Table Below) PTo Polystick ElastotkPolystick Polysick TU Plus, Polystick Polystick System (E3) ronle Sf G TU P, Tik Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Pita Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens 6:12 Profiled Prohibited 4:12 6:12 6:12 4:12 Tile wither hatter.,. 6:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements, When battens are required, thshall be utilized during loading and installation of tiles. ey 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the tmderlayment. Refer to Polyglass' Tile loading detail below for loading procedure _two tiles laid perpendicular to slope followed by a maximum four file stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. NOA Nm: 17-0614.22 Expiration Date: OM3/21 Approval Date: 97/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystkk ER-Xe, Polystick Dual Pro, Polysdek Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystkk MTS, Polystick MTS Plus or Elastotlez S6 G may be used with any approved roof covering Notice of Acceptance listing Polystkk IR-Xe, Polysdek Dual Pro, Polystkk THe Pro, Polystkk TU Max, Polystkk TU P, Polystick TU Phr, Polystkk MTS, Polystick MIS Plus or Elastoaex Sf G as a component part of an assembly in the Notice of Acceptance. If Polystick ER-Xe, Polystick Dual Pro, Polystick Ilk Pro, Polystkk TU May, Polystick TU P, Polystick TU Plus, Polysdck MTS, Polystick NITS Plus or Usstoflez S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detai'.. compatibility of the products wind uplift resistance, and fire testing results. POLYGLASs GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I I gauge ring shank type, applied with a minimum I %* metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked `nail area, area para clavar" on the face of membrane, with the above stated nails andlor disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading the on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations t9 and 110. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 S4"/12", precautions should be taken, such as the use of battens to prevent file sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. S. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Pblyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expimdoa Date: "/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for POlystick membranes can be furnished upon request by our Technical Services Department by calling I (800) 894-4563. 13. Questions in regards to the application of POlyglass products should be directed to our Technical Services Department at I �13W) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF TH I S ACCEPTA NCE NOA No.: 17-0614.22 Expiration Date: 09/13,r11 Approval Date: 07AW17 pare 8 of 8 pR@R0d� SEP 3 0',," Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: Tech VHI BUSINESS ADDRESS: a�1-77 MC,P41 �tiAC CITY Ni, , STATE r� ZIP 3�i?3 BUSINESS PHONE: 7 aa- 7 row FAX NUMBER ( A n ) CELL PHONE (% ) 7?a -`5 6y QUALIFIER'S NAME: tCf,�2 QUALIFIER'S LIC NUMBER: Cc t ---'a?a-l5 Ron DeSantis, Governor STATE OF FLORIDA Melanie S. Griffin, Secretary DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE ROOFING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES LEANING, MICHAEL_. ov ROOF -TECH LLC 2977 MCFARLANE RD #PH1 MIAMI FL 33133 , LICENSE NUMBER: CCC1328295 EXPIRATION DATE: AUGUST 31, 2024 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. b1pr a .I'M Local Business Tax Receipt t7L:BT:1 Miami -Dade County, State Florida -TIISS NOT 4 &U.- W NOT PAY 6100895 w4sNYPAD�1v Nofrea. EXPIRES ROOFTECNIlC RENEWAL SEPTEMBER 30,2023 2977 MCTARIANE RD PH I 6363600 Ma1I» abpl.'.;M"Meet lmtloaa MIAMI TL 33133 34 Punuemrp Ceur"Core Chapter SA -AM 9 A 10 Yryq — YIf V"N"Oh, B00iR01NC 196 SPECIALTY BUILDING CONTRACTOR CCC1328295 645.00�09/14/2022 Wprkm(s) I INT-21-H4665 IW IxY BaFwIn PCNIIaYrwyuOia/alaunelbalaul BaWavlaa. 1M LolR1FnL Ikau, io 1pareWn9abmrllwnN MWWaNVY[ YWb W9aaW¢�WMI�uIMa�a61 TMRION" Ip aMavvIM4FPIM4x allcepwelYndrFa-Niwl-WEaCW Zeo-ZN. fNann ltlomtllea.rlW ppyyBNBCWarrNm ter AO' CERTIFICATE OF LIABILITY INSURANCE � DATE (MM/DDYYYY) 09/0612022 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(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subjectto 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 endolsement(s). PRODUCER Advanced Insurance Services 744 Noah Drive Suite 113-326 Jasper GA 30143 CONTACT PHONE 770-777-9757 FAXIAJC . 678 810-1730 E-MAIL service aisa enc .eom INSURERSAFFORDING COVERAGE NAICI INSURERA, Preferred Contractors Insurance Co INSURED Roof -Tech, LLC 2977 Mcfarlane RD #PH1 Miami FL 33133 INSURERS: Travelers Insuarnce Company INSURER C: INSURER D: INSURER E, 1 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 CONTRACTOR 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 TYPE OF INSURANCE ADOL SUBS POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X. COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR EACH OCCURRENCE $1,000000 DAMAGETORENTEO $ 100000 MED EXP (Any one PC418665 12/12/2021 1211212022 $ 5,000 PERSONAL $ ADV INJURY $ 1 000 000 GENT AGGREGATE LIMIT APPLIES PER: PRO-JECT LOC X POLICY El GENERAL AGGREGATE $2000000 PRODUCTS -COMPIOP AGG $ 1 000000 OTHER$ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accidenU $ PROPERTY DAMAGE $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICERIMEMBERANY �EXCLUDED ECUTNE YIN (Mandatory In NH) NIA 6G449723 10/27/2021 10/27/2022 X PER OTH- TUTF E.L EACH ACCIDENT $1,000000 E.L. DISEASE - EA EMPLOYEE $ 1,000 000 E.L. DISEASE -POLICY LIMIT S 1,000,000 If yes, describe under DESCRIPTION F OPERATIONS belm DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule. may be attached if more space Is required) State License Number: CCC1328295 MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND 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 oflnsured © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD