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RF-03-22-579
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 125 NW 106TH ST, Miami Shores, FL 33150 1121360080300 Contacts MICHAELTHORPE Owner ROOFING BY ROYALE INC Contractor 125 NW 106 ST, MIAMI SHORES, FL 331501247 JOAQUIN ARROYO 115 SW 112 AVE, MIAMI, FL 33174 Business: 3055592299 ._. Inspection Requests: Description: Re roof tile and flat Valuation: $ 22,400.00 'ALY �� Total Sq Feet: 2,039.00 i Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.60 Roofing Fee $250.00 Technology Fee $7.50 Tota I : $333.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $333.40 Credit Card 03/16/2022 $283.40 Credit Card 03/03/2022 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futbermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date March 16, 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 LIH 13 y tiI, FBC 20 BUILDI Master Permit No. '7z ,5_7 7 , PER T APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Zj /�%(�(� l w 5� City: Miami Shores County: Miami Dade Tin• 7,2/4Z-7) Folio/Parcel#: d- Zt 3(0 - 00A osoo Is the Building Historically Designated: Yes —NO Occupancy Type:_ Load: 1Co--n//struction Type: �i1o�D Flood Zone: _ BFE: _ FFE: OWNER: Name (Fee Simple Titleholder): zV'dL"_z -74"" Phone#: V5 19�67 6372 Address: City: / "/� / -fijh� Tenant/Lessee Name: Email: i CONTRACTOR: Company Name: 900AL Address: / City: Qualifier Name: CL State Certification or Regi tration #: DESIGNER: Architect/Engineer: Address: State: LL Zip: Phone#: ne#: Z D te: F— Zip: / Phone#: ificate of Competency #: Value of Work for this Permit: $ c406 Square/Linear Type of Work: ❑ Addition ❑ Alteration ❑ New �{ Description of Work: Specify color of color thru tile:. Submittal Fee S Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ one#: State: Zip: of Work: 20'q /Replace ❑ Demolition CO/CC $ Notary $ Double Fee $ _ Bond $ p. TOTAL FEE NOW DUE $ o (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si naturey \\ \) V OWNER or AGENT The foregoing instrument wa acknowledged before me this day of . 20 ZZ , by o is personally known to me or who has produced _ pt(._ as identification and who did take an oath Signature_ CO CTOR A - The foregoing instrument was ac nowlledged before me this O[_ day of 20 X2 - by w`Vre _ wh ersonally kno n to me or wh has produced_---- as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign; Sign: Print: Print:i . k ?° Yohanna Alfaro Seal: M Seal: HH 67726 n �OF�`OP EXp.8/2212025 =°VAY°oq4� Notary Public State of Florida Yohhaanfnnn�laAlfaro i5772D /) OFf,, Exp. B/22/2025 APPROVED BY �/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT lC�+;1VJqq,0 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.clov BY: NFR5!5 AFFIDAVIT OF EXEMPTION ROO TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: _ Property Address:__ 125- NW 106 Roofing Permit Number: Date: 1691,91 Z1�2Z Dear B ilding Official: I certify that I am not required to retrofit the roof to connections of my bui ding 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 provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida, Miami Dade County Miami Shores village S ilding Department Zoning Dept. Da Building Dept. p The undersigned, being the first duly sworn, deposes and says th €4��i�s�kl I estate above prop ty mentioned. Sworn to and subscribed before me l�i'3mit u� rules nd re lations. �y 0-,W 20 2-Z- Notary Public, State of Florida at Large oyRY0�B4 Notary Public State of Florida ? Yohanna Alfaro r. c My Commission 1 v 'OF M1 Exp, 8/22/2025 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id= 8 ,Wid repo=Mia miShoresVilla e g Rev01 142021 Owner affidavit of exemption Copyof] Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 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 YoofIIng contractor to provide the owner with the required roofing permit, and to explain to the'owner th&contert of the section. The provisions of Section R4402 govern the minimum requirernentr,`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 expl4med; Aesthetics -Workmanship: the workmanship provisions of Section R4b2 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• 6 Renailing wood decks: When replacing roofing, the existingwood roof oo 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. c*_ Exposed Ceiling: Exposed, open beam ceilings are where the underside s de 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 Y 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.aov 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 viall or other ►-obf extension may block this discharge if overflow scuppers (wall outlets) a`re 'not proviced. It may be necessary to install overflow scuppers in accordance with the rp LI-iremen*s of Sections R4402, R4403 and R4413. 7. ` 6 Ventilation: Most roof structures should have some ability, to vent natural airflow through the interior of the structure assembly (the building itselt). The existing amount of attic ventilation shall not be reduced. It may be beneficial -to cansidpr- additio'a{ venting which can result in extending the service lifXture t 0 Or z zOwner/Agent's Signature Date co Da e For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage ReV01 142021 Owners roofing consideration Page 2 of 2 Florida Building Code 7m Edition (2020) MDC High Velocity Hurricane Zone Application Form Section A (General Information) Master Permit Number: Process Number: Contractor's Name: 00 Job Address: ROOF CATEGORY �Low❑ Mechanically Fastened Tile--'—� Mortar / AdhesivA Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles -- ❑ Wood Shingles / ShgKes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance Reroofing El Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ftz) Steep Sloped Roof Area (ftZ) Total ft2) Are there gas vents on the roof? ®Yes 01 No If Yes what type? ®Natural 0 LPX Is there an existing roof top Solar System? 0 Yes GNo If yes will it be reinstalled? 0 Yes `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, cleariv identifv dimension, of piP%,nt. 4 __-1 1 _ .. �..0 -v�auvii ui NarapeLs. 5—; — — -- Zoe �, 2 L X 2. to -1 i �� L - - �l r y Ig � l � �UNf / /2 Y Florida Building Code 7th Edition (2020) MDC High Velocity Hurricane Zone Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING LLC S� Product Control Number: 21-0420.06 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone1: -74 Zone 2e: 74 Zone2n:t"1C$ Zone 2r: -108 Zone 3e: ,7one.Rr,:'�`128 Slope Range: e)�: 2:12 to S 4:12 0> 4:12 to 5 6:12 0 > 6:12 tq ,S ? L s 12 Roof Shape: 0 All Hip Roof (!) Gable Roof Deck Type: 5/8 PLYWOOD Underlayment Type: I ASTM FELT C226# 30TYP0 Roof Slope: 4 :12 Ridge Ventilation? N/A Mean Roof Height: 14 Insulation: Fire Barrier: N/A --7Fastener Type & Spacing: 11/4RS NAILS U 5/8 TIN CAP Cap Sheet Type: POLYGLASS TU , 4 y Cap Sheet Attachment: SELF ADHERED I Roof Covering: BARCELONA 900 CONCRETE TILE Drip Edge Type & Size: 3"X3"GALV 26 GA 5 Florida Building Code 7th Edition (2020) MDC High Velocity Hurricane Zone Application Form Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for Mrwith the values from Mr. If the Mf values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table ( Zone 1: -74 x A 0.301 = 22.28 ) — Mg: 6.90 = Mr, 15.38 product Approvai,Mf: _ 38.7 ( Zone 2e: -74 x A 0.301 _ 22.28 ) — Mg: 6.90 = Mr2e 15.38 Product Approval Mf: 38.7 ( Zone 2n: -108 x A 0.301 = 32.51 )— Mg: 6.90 = Mr2n 25.61 product Approval W:' 38.7 ( Zone 2r: -108 x A 0,301 = 32.51 ) — Mg: 6.90 = Mrzr 25.61 Product Approval W: 38.7 (Zone 3e: -108 x A 0.301 = 32.51 ) — Mg: 6.90 = Mrae 25.61 Product Approva? IAft , 38.7 ( Zone 3r: -128 x A 0.301 = 38.53 6.90 31.63 _)—Mg: = Mr3r Product Approval Mf,- 38.7 Tile attachment method: ICP SINGLE PADDY Alternate rle 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 the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations per RAS 127" (Zone 1: x L = x W = ) — ( w } x cos 0 ) = Fri Product Approval F': (Zone 2e: x L = x W = ) — (w) x cos 0 ) = 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 ) = Fr2r Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos A ) = Fr3e Product Approval F': (Zone 3r: x L = x W = ) — (w) x cos 0 ) = Fr3r Product Approval F': Where to obtain Information Description Symbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS- 127 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval / Notice of Acceptance Restoring Moment due to Gravity me Product Approval / Notice of Acceptance Attachment Resistance Mr Product Approval /Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr Calculated Average Tile W ei ht w Product Approval / Notice of Acceptance Tile Dimensions L=Len th W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application, COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 'r (786) 315-2590 F (786) 315-2599 www.miamidade.cov/econoanv This NOA is being issued under the applicable rules and regulations governing the use of comtrrction mat-ria�ls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product t ontrol Section to used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdi(tlo>(,iAHJ). 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 h .ve this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted riranner, 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 21-0107.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. ___ �4�2F__ MM QMIAMF_1129:19114 I•DADE COUNTYNOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cate2orV: Roofing _Sub-Cateuory: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Rooturg LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the lnzs,,; re req' wire' ments, ,as determined by applicable Building Code, do not exceed the design pressure values obtait166 by calculations :n 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 Applicant Dimensions Barcelona 900 Length = 17" Width = 13" /" thick Trim Pieces Test 'Product Specifications Rta >rip`cion TAS 112 High profile, interlocking, one-plecc,`'S' shaped, Type — la high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset© AH-160 TILE BONDTm Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Touch `N Seal StornBone2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBond' One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. DAP Foam, Inc. DAP Foam, Inc. MIAMI•DADE COUNTY NOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 2 of 7 2.3 SUBMITTED EVIDENCE: Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. American Test Lab of South Florida PRI Construction Materials Technologies NEMO ETC, LLC Test identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 IC-1320-94 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-Qn) Withdrawal Resistapce Testing of screw wP; smooth shank na:13 Wind Tunnel Te-tii.g TAS 108 (Nail-Oni)' Wind Tunnel Testing' TAS 108 (Mortar Set) Physical Properties TAS 112 ` < 25-7688-3 TAS 101 (Adhesive Set) 25-7688-10 TAS 101 (Mortar Set) 25-7688-5 Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) 25-7688-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) 520111-3 Static Uplift Testing 520191-2-1 TAS 101 Calculations Evaluation Calculations RT0617.03-16 COPO-002-02-10 COPO-002-02-02 COPO-002-02-01 2002T0003.01 4c-DPBS-20-LS OTM-01.C.R 1 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS 112 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Date Dec. 1991 Dec. 1991 Sept. 1993 Aug: a_994 'Idy 1994 eb. 1995 June1996 July 1996 June1996 June1996 Dec. 1998 March 1999 09/01/16 09/01 / 16 06/29/16 10/12/2016 10/12/2016 10/12/2016 11 /06/20 12/17/20 MIAM4DADE COUNTY NOA No.: 21-0420.06 • • • I I Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 3 of 7 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 require, refer to applicable building code. 3.3 Applicant shall retain the set -vices of a Miami -Dade County Certified Laboratoty�to perform quaftorly testr.n, accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Departritent of Regu'atory and Economic Development — 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 slope 4/12 for mechanically attached tiles. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to thP'rnnf slope; uril:Pss stated., , otherwise by the underlayment material manufacturers published literature. 1 1 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be it. compt.'ance with applicable building code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RA 118, RA 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.) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ftAbf) Tile Profile 2":12" 3".12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 7.07 N/A 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 NOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Mechanically Attached Systems Tile Fastener Type Profile Direct Deck Direct Deck Battens (min 15/32" (min. 19/32" Barcelona 900 2-10d Ring Shank Nails Plywood) plywood) ` 1-10d Smooth or Screw Shank Nail 28.6 5.1 1'2 -�- 19 4 2-10d Smooth or Screw Shank Nails 6.9 �'` 1 #8 Screw 20.7 912 20.,E 7.3 2 48 Screw 1-10d Smooth or Screw Shank Nail 43.2 -42.2, ` 18.1 29.8 Field Clip 23.1 L�.1 19.0 1-10d Smooth or Screw Shank Nail 29.3 Eave Clip 29.,3 24.0 2-10d Smooth or Screw Shank Nails 27.8 Field Clip)27,6 38.6 2-10d Smooth or Screw Shank Nails 38.1 ' (Eave Clip) 38.1 41.8 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4"the headlap and fasteners are located a min. of 2'/z' from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive2 Set Systems Tile Profile Tile Application Minimum Attachment Barcelona 900 Resistance TILE BON Roof Tile Adhesive 193 TILE BOND Im Roof Tile Adhesive 29.34 ICP Adhesives Pol set® AH-160 29 3s Touch 'N Seal StormBond02 666 Touch 'N Seal StormBond® 48' 2 See foam adhesive manufacturer's component approval for installation requirements. 3 Medium paddy weight of 8 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 10.7 grams per paddy of TILE BONDIm Roof Tile Adhesive 5 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 6 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond 12 7 Medium paddy weight of 8 grams between tile and underlayment, paddy weight of 4 grams on overlap of tile of Touch 'N Seal StormBond ® (one component) MIAMI•DADE COUNTY NOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 5 of 7 Tile Profile Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Pol set® AH-160 66,. ICP Adhesives Pol set® AH-160 38.79 Touch 'N Seal StormBond02 8110 Touch 'N Seal StormBond® 2 6311 TILE BOND"Im Roof Tile Adhesive 5812, , 8 Large paddy weight of 63 grams of Polyset0 AH- 160 i 9 Medium paddy weight of 24 grams of Polyset® AH-160 10 Large paddy weight of 60 grams of Touch 'N Seal StormBond 12 11 Medium paddy weight of 30 grams of Touch 'N Seal StormBond 612 12 Two paddys combined to form one. Place one 10 gram paddy on the center of the underside o' the ti}e,, plape a second paddy of 20 grams on the deck. When the is placed the two paddys combine to,`cregte, one paddy weight,of, 30 grams total of TILE BONDTM Roof Tile Adhesive Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set10 24.5 13 Seespecific mortar manufacturers Notice of Acceptance 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. CMIAMI-F-11=11111401 DADE NOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOOK ./ -0� ,W, f 13" BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 21-0420.06 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 7 of 7 MIAMI•DApE f DEPARTMENT OF BOARD AND CODE REGULATORY AND DIVISION O4IC RESOURCES (RER) PRODUCT SWCONTROL SECTION 11805 SW 26 Street, Room 208 NOTICE OF ACCEPTANCE NOA tvtta,n;, Florida 33 US-2474 T (786) 315-2590 F (786) 315-2599 POlyglass USA Inc. www.miamidade. ov/econom 1111 W. Newport Center Drive - Deerfield Beach, FL 33442 , SCOPE: This NOA is being issued under the applicable rules and re documentation submitted has been reviewed and accepted b regulations goveniing the use of cotisc used ui Miami -Dade County and other areas where allowed by the Authorityruction Irol Sects. The' y Miami -Dade County RER -Product Control Section to, be This NOA shall not be valid after the expiration date stated below. The Miami Having Jurisdiction (AHJ). (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade ami-Dade Coun Product Coiitrol'Secti or material tested for quality assurance u � ` p rposes. If this product or material fails to perform in the acce ted m on manufacturer will incur the expense of such testing and the AHJ may immediatelyCounty) reserve the right to h�ave,this product of such product or material within their jurisdiction. RER reserves the light p manner, the determined by Miami -Dade County product Control Section that this revoke, modify, or suspend the use of the applicable building code. to revoke this acceptance, if it is approved as described hereni, and has been designed product or material fails to meet the requirements This product is a including the High Velocity Hurricane Zone of the Florida Building g d to comply with the Florida Building Code DESCRIPTION: Polyglass Polystick Underlayments Code. LABELING: Each unit shall bear a permanent label with the mall statement: "Miami -Dade County product Control A ufachlrer's name or logo, city, state and following RENEWAL of this NOA shall be considered after ap Hued", unless otherwise noted herein. in the applicable buildingrenewal application has been filed and there has been no chap code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date change materials, use, and/or manufacture of the product or process. Misuse of this or if there has been a revision or change in the sales, advertising or any other purposes shall automatically terminate this is NOA as all endorsement of an this NOA shall be cause for termination and removal is NOA. y product, for NOA. Failure to comply with any section of ADVERTISEMENT: The NOA number preceded by the wor by the expiration date may be displayed in advertising ds Miami -Dade County,I it shall be done in its entirety. g literature. If an Florida, and followed y portion of the NOA is displayed, then INSPECTION: A copy of this entire NOA shall be provided to th e user by the manufacturer or its distributors and be available for inspection at the job site at the request of the Buildin g Official. This NOA renews and revises NOA No.17-0614.22 and consists of The submitted documentation was reviewed b I 3 Jorge L. Acebo. pages 1 through 7. � I I C MI•DADE COUNTY ,..., a NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING COMPONENT APPROVAL Cate>7orv: Roofing Sub-Cate�ory Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Product Dimensions Polystick IR-Xe 65' x 3' Or 33.4' x Manufacturing 3' Location #1 & #2 60 mils thick Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick NITS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 6518" x 3'3-3/8" 60 mils thick Test SUcci_•fic_ ation Prooflg). Descrintintu ASTM D 1970 A fine granular/sand top surface `self-adheruig,' APP Polymer modified, fiberglass`iesifo:ced, I`ih:m`inous sheet material for use as an underlayunP;n in sloped, roof assemblies. Designed as an i-e & r1in shield. TAS 103 and A rubberized asphalt self-adl-,erii�g" polyester'reinforced ASTM D 1970 waterproofing membrane. Designed as aIa roof tile underlayment. 32'10" x 3'3-3/8" 130 mils thick TAS 103 and A rubberized asphalt waterproofing membrane, glass- ASTM D 1970 fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. 65' x 3'3-3/8" 80 mils thick TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 6518" x 3'3 %-- 60 mils thick TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles mand shingle underlayment. 6518" x 3'3 %" 60 mils thick TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL C .DADE COUNTY NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 Test Ai!enev Trinity I ERD LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report P37300.10.11 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PLYG-SC10130.09.16 PLYG-SC13035.08.17 TAS 110/ASTM D4798 & D1970 ASTM D6164 TAS 103, TAS 110 & ASTM D 1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAr T10 TAS 103 & TAS 110 ASTM D1970 & TAS ii0 ASTM D1623 ` ` TAS 103 & ASTM D4798 Date 10/19/11 07/02/13 03/12/14 10/,03/14 iN07/14, 0/17/14, 06/27/1 G 06/27/16 09/22/16 10/32/11 ` 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's naive or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ....• 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. MIAMI•DADE COUNTY101 NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 U INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description; Mi System Type E(1); n. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck Anchor/Base Sheet: One or more plies of ASTM D 226 T 'membrane adhered Fastening: Per FBC 1518.2 Ype II or ASTM D 2626. & 1518.4 Nails and tin caps base sheet only) 12"grid, 6" O.C. at Membrane: Polystick IR-Xe, Polystick TU �''i'tirnm 4'' 11Pa(1 �iap. (fnr. Max, Polystick TU P, Polysticl� 1"ri i'�'.us, Pol or Polystick MT` Plus, self -adhered. Surfacing: 3 snc4 MTS See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: System Type E(2): Min. 19/32" plywood or wood plank Anchor/Base Sheet; Anchor sheet mechanically fastened to deck One or more plies of ASTM D 226 T 'membrane adhered Fastening: Per FBC 1518.2 Ype II or ASTM D 2626. & 1518.4 Nails and tin base sheet only) Membrane: caps 12" grid, 6" o.c. at a minimum 4" head la . Elastoflex S6 G, hot asphalt applied P (for 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 de Anchor/Base Sheet; One or more plies of ASTM D 226 T deck, subsequent cap membrane self- adhered. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin cap or ASTM D' o.c. base sheet only) p 12" grid, 6" o.c. at a minimum 4"head lap. Ply Sheet: Polystick MTS Plus, self -adhered with m- - (for vertical laps. ""mum 3 horizontal laps and minimum 6" Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. MIAMMADE COUNTY '...4 1 NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 INSTALLATION REQUIREMENTS: 1• All nails in the deck shall be carefully checked for protruding heads. Re -fasten sweep the deck thoroughly to re move any dust and debris prior to application. 2• Place the underlayment over metal drip edge in accordance with RA any loose deck panels, and 3• Place the first course of membrane parallel to the cave, rolling the membrane S 111. Remove the release film as the membrane is applied. All side laps shall be a minim ' r� » to obtain maximum,do`n`c���t. be a inmununi of 6". Roll the membrane into place after removing the release strip. roof with Polystick is acceptable. Membrane shall be back nailed in accordance witl m o 3 and end laps shall 4• When applying the membrane in the valley, start at the low point and ,V�rtical strapp itg of the 1 +�l'1�aipable buil�ang code. membrane from the center outward in both directions. 5• For ridge applications, center the membrane and roll from work to the high pci.it, rolling<t?ie 6• Roll or broom the entire membrane surface so as to have full contact outward in both`direct_ons. lap areas. contact with the surface,"Yi�intr 7• Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof special attention to Notice ruof Acceptance. Assembly current Product Contrn? , g• All protrusions or drains shall be initially taped with a 6" Pressed in place and formed around the protrusion to ensure a tight fit. second piece of underlayment. The flashing tape shall be applied over the underlayment. layer of Polystick shall be GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance. 2• Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in and shingles, non-structural metal roofing, roof the systems andquarry Polystick TU P may be used in all the previous assemblies listed except n asphaltic shingles, wood shakes Polystick IR-Xe may be used in all the previous assemblies listed slate roof assemblies. Polystick TU Max may be used in non-structural metal roofing and roof fetal roofing. Elastoflex S6 G may be used in roof tile systems only.d except metal roofing and roof the systems. g oof the systems. 3• Deck requirements shall be in compliance with applicable building code. 4• Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus P Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of i'Tegularities. 5• Polystick IR-Xe, Polystick TU Max, Polystick TU P Polystick TU Plus, Polystick MTS and Polystick MTS olystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover s 6• Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus polystick MTS and Polystick MTS ystem. Plus shall not be left exposed as a temporary roof for longer than the amount of days after application. Polyglass reserves the right to revise or alter product exposure times, not to exceed the listed in the table below preceeding maximum time limitations. Ex osure Limitations Da s, Polystick Polystick Elastoflex MTS lR-Xe S6 G Polystick Polystick Polystick Polystick Winter Haven, FL 180 TU Plus TU P Hazelton PA 90 180 180 TU Max MTS Plus N/A 90 N/A 180 180 180 7• All products listed herein shall have a quality assurance audit in acoor N/A 180 N/A Rule 61 G20-3 of the Florida Administrative Code. dance with the Florida Building Code and MIAMI•UADE COUNTY NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 8- In roof tile application, data for the attachment resistance of roof tiles shall manufacturer's Notice of Acceptance. be as set forth in the roof tile Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in fastened roof tile applications. both adhesive set Polystick MTS and Polystick MTS Plus are limited and mechanically y Section 9. to mechanically fastened with the limitations outlined in Polystick TU P may be used in mechanically fastened roof tile applications applications. with the exception 9. When loading roof tiles on roof tile underlayment for of mo-tar�set tile e (direct -to -deck) file assemblies, shall be as follows: (See Table Below) thew�axiznum' r of ` , 9 slope Tile Polystick Elastoflex Polystick TU Plus, Polystick Profile MTS S6 G Polystick TU P Polystick,,, S �� 3 ��em (`E3) TU Max Flat Tile MTS Plus MTS, Phis with ` Prohibited 4:12 without battens 6'12 6 12 ` ' ` I— <plus 5:11T ' �, - Profiled Prohibited 4:12 6.12 Tile 6 �12 � I without battens 6:12 _ 4: V2, 612 The above slope limitations can be exceeded�=-� Notice of Acceptance and applicable Florida Building Code requirusing battens ements. . When battensaccordance with arerequireApprovedd, Tile System be utilized during loading and installation of tiles. e required, they shall 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 underlayment. 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. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product wi specific prepared roofing products. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Pluth s Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with an approved roof of Acceptance listng Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TUy Plus, Polystick ' covering Notice MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance, If Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MT Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction AHJ or Miami -Dade County Product Control Section for approval provided that appropriate documentation i ) the to detail compatibility of the products, wind uplift resistance, and fire testing results. s provided C -DADE COUNTY '---4 NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICAT O LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. NS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Install 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 comes ondin Installers are p g products. p 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seaixn as pet, P� 1 Back Nailing Guide. Nails shall be, 11 gauge ring shank p p,Yglass required in Mianii-Dade County or sin hex type, applied with a niininnim` ? �s%a" Metal disk as of 12" o.c. Polystick TU Plus should be back nailedindesignated areotherwise allowable aarlked nail ar`ea�areat a a clavar" rate, the face of membrane, with the above stated nails and/or disks. The head lap membrane is io rover theca b para cla , ar" on , back -nailed. (Please refer to applicable local building codes prior to installation.) emb 3. All seal lap seams ( 1 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. se vage laps) must be rolled with a hand roller to ensure fill] contact: All fabric over fabric; and granule over granule end laps, shall have a 6" wide, unifonYr lay er of Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied m ,'jetwe'cn tln application of the lap. The use of mastic between the laps does not apply to Polystick Iv TS. e A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Fol lass Ti Loading Guidelines. See General Limitations #9 and #10. Y le Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes inn excess of 6 `/a"/12 ", precautions should taken, such as the use of battens to prevent tile sliding during the loadingd be p g g Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. Polystick membranes "nay not be used in any exposed application such as crickets, exposed valleys, or expose roof to wall details. d Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of 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 ineither way so that either direction. The repair should be installed in such p thne water will run parallel to or over the top of all laps of the patch. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling, q s a 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. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval upon request by our Technical Services Department by calling 1 (800) 894-4563 membranes can be furnished Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by tine National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS, ONS. END OF THIS ACCEPTANCE APPROVED � NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 MI1"II®�CaADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA ICP Adhesives and Sealants, Inc. 12505 NW 441" Street Coral Springs, FL. 33065 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 MMAJU12m1dade eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of corisirautio ri documentation submitted has been reviewed and accepted by Miami -Dade CountyRER _ n materials. The used in Miami Dade County and other areas where allowed b the AuthorityHavingJurisdiction, ��AHJ . F Ci ntrol „ccti�?n to be, This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPi ( ) Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri' htt tohavetr s5eetion (in material tested for quality assurance purposes. If this product or material fails to perform in if{e a6cepte(, ,manner the, manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,product or, such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined b Miami -Dade County Product Control Section that this product or materia! fails to or suspirnd tl�e use of building code. meet the requirements of the applicable This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polysee AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. d following RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no c the applicable building code negatively affecting the performance of this product. hange in TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 wi in the this NOA shall be cause for termination and removal of NOA. p y th any section of 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 distributor be available for inspection at the job site at the request of the Building Official. sand shall This NOA revises NOA 17-0322.03 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera, IMIAMt•Q4bE COUNTY --`-----• NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/2, 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 desc6hed in this Acceptance. For the locations where the design pressure requirements, as determined by applicahJe buildingtie do is Notice of nut exceed the design pressure values obtained by calculations in compliance with Roofing �9 ` 127. For use with approved flat, low, and high profile roof tile systems using Polyset' AH-160'�Jtion Stai�rlad PAS PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Polyset°AH-160 Specifications N/A TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Pro, duct �Jesc�•t-0nrtion ; Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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 Polysete' AH-160 roof the adhesive. MANUFACTURING LOCATION: 1 • Tornball, TX. PHYSICAL PROPERTIES: Proper Test Density @ 730F Compressive Strength ASTM D1622 ASTM D1621 Tensile Strength Water Absorption ASTM D1623 Moisture Vapor Transmission ASTM D2842 Dimensional Stability ASTM E96 ASTM D2126 Closed Cell Content ASTM D6226 Re ilts 2.1 lbs./ft.3 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 7% 2.3 Perms +0.03% Volume Change @ -400 F., 2 weeks -1.1% Volume Change @158°F., 100% Humidity, 2 weeks 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. APPROVED NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 2 of 11 EVIDENCE SUBMITTED: Test A eacv Center for Applied Engineering Miles Laboratories Polymers Division Trinity Engineering Celotex Corp. Testing Services NEMO ETC, LLC Test Ide_ ntftier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 N13-589-631 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 4p-ICP-20-SSLAP-01.B- R1 Test Name/Renort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 A STM D 1623 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Physical Properties Date 04/08/94 12/16/96 10/25/95 11/02/95, 12412/95 02/01 /94 03r'14/96 04/18/,12 02/L1/1,2 10/23/98 12/28/98 03/02/99 12/4/20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire ratin . 2. PolysetC'' AH-160 shall solely be used with flat, low, & high the profiles, g 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyseto AH-160 roof the adhesive with their assemblies shall test in accordance with TAS 101. title 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Cade. APPROVED NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 3 of 11 INSTALLATION: 1, 2. 3. 4. 5. 6. 7. 8. Polyseto AH-160 may be used with any roof tile assembly having a current NOA that lists attachm values with the use of Polyseta AH-160. ent resistance Polyset`' AH-160 shall be applied in compliance with the Component Application section and the Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Pol s _ corresponding shall provide sufficient attachment resistance to meet or exceed the resistance value determined in corn � ., " with Miami -Dade County RoofingApplication Standards RAS 127 Yet AH 160 roof rile assembly NOA, pp � phar�ge The adhesive attachinent�data is noted in the Polyset"' AH-160 and its components shall be installed in accordance with Roofing Application Standard 120, and ICP Adhesives and Sealants, Inc,,s Operating Instruction and Maintenance Bookl6f. RAS Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by fCP �dh Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators, ' - " ` jurisdiction. es'_" and P to the auth(,rity ht.ving Calibration of the ICP Adhesives Foam Dispenser RTFI000 dispensing equipment is required`befor : ' , of any adhesive. The mix ratio between the "A" component and the "B" component shah h� d'bef a ` 1.0-1,15 (A): 1.0 (B), a appl��ation < < " Polyset'� AH-160 shall be applied with ICP Adhesives Foam tned netween`� & 100 dispensing equipment only. Dispenser RTF1000 or ICP Adhesives ProPack� 30 Polyset`' AH-160 shall not be exposed permanently to sunlight. Tiles must be adhered in freshly applied adhesive, Tile must be set within 1 to 2 minutes after Poii s 9' _160 has been dispensed. yet As' 9- Polyseto AH-1 60 placement and minimum patty weight shall be in accordance w herein. Each generic tile profile requires the specific placement noted herein. ith the 'Placement Details' APPROVED NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/2, Page 4 of 11 Tile Profile Table 1: Adhesive Placement For Each Generic Tile Profile Placement Detail Minimum Paddy Contact Area Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles Flat Profile Low Profile High Profile Flat, Low, High Profles Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile Minimum Paddy Gram Weight All Eave Course 17-23 sq. inches 45-65 # 1 17-23 sq. inches 42 10-12 sq. inches 30 42 12-14 sq. inches 30 42 17-19 sq. inches 39 #3 Two Paddys: 8-9 sq. inches at ' 2 head of tile 9-11 sq. inches at ` <grams.per paddy overlap Two Piece 2 Beads (1 each longitudinal s g r I 7 grams per,l}zad edge) 20-25 sq. inches each bead Two Piece 65-70 sq. inches q 34 grams under nan LABELING: manufacturer's name or logo and following statement: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. r�wrttit� couNry BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: ol/28/21 Page 5 of 11 APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/LOW Profile 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 underlaymeait positioned a6 ahown, under the strengthening r& clesePt to the, 6v erlock of the tile being set. 2. Continue in same manner. Tnstlre approximately 17' (109.7 cm 2) — 23 (148.4 cirr'-.);square inch adhesive contact with the underside jr+l`F tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1 • Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmz) — 23 (148.4 cm 2) square inch adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement (when required) Paddy (Beneath Eave Closure Fascia APPROVED J Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown }ender the strengthening rib of the tile cloras`t tc` the ovrrloc( of the tile being set. Insure approxi:na-cly 17 11 pST cm) — 23 (148.4 cm`) square inch contact with the underside of the tile. 2. At the second course, apply a m_nin�um 2' (50.3Xnm) x 7" (177.8 mm) x 1" (25.4 mm) `foam paddy birto the underlayment positioned ass-iown ,under the strengthening rib closest to th.e ovr.rlock o.,the the being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm) 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 (" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. Insure approximately 17 (109.7 CM2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. 3. Continue in same manner. insure approximately 12" (77.4 cm2) - 14 (90.3 cm') square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 7 of 11 MtAMhW►DF COl1l ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the Pan portion of the tile closest to the Overlock of the tile being set. Insure approximately 17 (109.7 cmz) — 23 (148.4 cm') square inch adhesive contact ' ' the underside of the tile. ` 2. At the second course, apply' a.ri,ri,rnum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mrn) foam paddy onto the underlayment positioned as `sho'v-i under�t?w,pan portion of the tile closest to �,1.6 0-v ;rlock ;of,thc file being set. 3. Continue in same manner. Insure approxirately 17" (109.7 cm 2) - 19 (122.6 cm2 sgrar„ inch(adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 --' Y cftft m aien 7'Maw opuo" • RAMAM Pront Tile M adlwn Pmnb Tgo APPROVED (under de) 1 • On the eave course only, apply a rninimum 2" (50.8 mill) x 10" (254 mill) 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 the for low or high profile the closest to the Overlock of the the being set. Leave approximately 4" 001.6.mill) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep"4.11's.; Insure approximately 17-23 ins, 0,09.7-148.4 rrYi2� ,of adhesive contact with thP,und;rside of the tile 2. Apply a 4" (101.6 mm); `'41"'001.6 nlrii) x`1�" (25.4' 111111) foam paddy onto the ut16erlayment f ust below' the second course line p()sibou%d foam paddy under the strengthening rib for`flat tile; e,ir,der r %� Pan potthe ion of the tile, closest too the 14gderjock for; ` the second course the to be installed. ; InSiu•d approximately 8-9 in (51.6-58.1 cmz) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Single paedY andn rite fWh" Modred PMMY (between Wa) flottens p6dY (under file) 3 s x4in.s. 1 x 1lnn� k an Eave Case F,� � � n —► Fasda 19 in 1 In. Ene dos we DriP ed" High Prof11G Tlk APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/" (19 mm) paddy on top of the eave course the surface as shown, on top of die strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cmZ) - 11 (71cm2) square inch a616sive contact with the undersi(e of 't4e the at the' overlap and 7 (45.2 cm`) - 9 (58.1`cm2)` square inch ' adhesive contact with the und`ei•side of `the `tile at the head of the tile. Coniiiiue in same manner, NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to aehkve 6S to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive. In to 1 in. from outsideadge of cover tifa. Than install the tile. Ensure 20 to 25sq. In. contact area. r'�o Underlayment f r a (molar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of pan dies. Ensure save and of pan and cover tiles are Rush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 n1m) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive hac'a chance to cure. 2. Continue in same manr)rr irringing twopan courses up toward the ridge: Insure , approximately 65 (41— 70 '(,' f 1 ,� cm') square inch adhesive cjacact with tl,,(, pndprside of the pan tile, 3. Turn covers upside down exposing �:}1c underside of the tile. Apply a mit imwn 1" (25.4 mFn) x 10" (254 mm) bead of adhesive directly, of, fih6 inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11 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: GAF Product Approval # 18-0919.12 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': -37.00 Zone 1: -64,00 Zone 2: -84,00 Zone 3: -115.00 Max. Design Pressure, from the specific product approval system: -52.5 Deck Type: PLYWOOD Gauge / Thickness: 5/8 Slope: 0.50 Anchor/ Base Sheet & No. of Ply(s): GAF GLASBASE 75`i Anchor/ Base Sheet Fastener/ Bonding Material: 1-1/4 RS NAIL & 1-5/8 TIN CAP Insulation Base Layer: TAPERED ISO Base Insulation Size and Thickness: 1" / 4'x 4' Base Insulation Fastener/ Bonding Material: HOT MOP ASPHALT Top Insulation Layer: NA Top insulation Size and Thickness: NA Top Insulation Fastener/Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF STRATAVENT PERF 1 Ply Base Sheet Fastener/ Bonding Material: LAID LOOSE Ply Sheet(s) and No. of Ply(s): GAF RUBEROID 201 PLY Ply Sheet Fastener/ Bonding Material: HOT MOP ASPHALT Top Ply: GAF MINERAL CAP SHEET Top Ply Fastener/ Bonding Material: HOT MOP ASPHALT Surfacing: NA Fastener Spacing for Anchor/Bare Fheet At:66rnent: Zone V " oc @ Laps, # RGWs 21 @ " oc ` Zone 1 C " oc @ Laps, # Ro,,w @ ?�� '' uc Zone 2 5 " oc @ Laps # Rewi @ " �oc Zone 3 " oc @ Laps, # Rows @ Cc Number of Fasteners Per i:c,:ulalion gourd < < , . Zone 1': NA Zonel: NA Zone 2: NA Zone 3: NA Illustrated Components Noted and Details as Applicable: Woodbiocking, 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. (fe '�( L�t� GpQ " ! FT. C9T"j r Pnrnpel L7 Height aVo &4" t r-r Moan i Ruul I light Ply Sheet: —One or more plies Type G1 "GAFGLAS(O Ply 4" or "Tri-Ply w Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply$ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Plye BUR Granule Cap Sheet" or "GAFGLASe EnergyCap- Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): -- One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck t) Roofboard" or "DensDeckm Prime Roofboard" or "DensDeckm DuraGuard"' Roofboard" or minimum 1/4-in. thick'Unrter+ States Gypsum Co. "SECUROCKm Roof Board" (Type FRX-G) or `SECUROCKO Glass -Mat Roof Board" (Type SGMRA): Insulation: —One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/061yisocyanurati: composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a min,m(,m of 6-in, from Plywood deck joints). Base Sheet: — One or more plies Type G 1 "GAFGLAS® Ply 4" or "Tri-Plyne Ply 4" or "GAFGLASe Flex NI'yA" or "Tri-PIy4D Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFUWO #80 Ultimo Base Sheet" or "GAFGLASm Stratavent® Nailable Venting Base Sheet" or'GAFGLAS® Stratavent�`Pe,r ornted Venting Base Sheet" or Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-PIYO BUR Granule Cap !;heet ;'mechanically, fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID ® Torch Smooth" or "Tri-Plym APP Smooth" or "Tri -'PlyM 4P Granule^ 9r, "RUBEROID® Torch Granule" or "RUBEROIDm Torch 180", torch applied or "RUBEROID® Mop Smooth^ of "RUBERQIDe? Mop Smooth 1.5" or "RUSEROIDm Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-Pjy,e SOS Granule", fully adhered with hot roofing asphalt. Cap sheet: Type G3 "GAFGLASm Mineral Surfaced Cap Sheet" or "Tri-Plym BUR Granule Cap Sheet" or "GAFGLASe EnergyCap— Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-1V32 Incline: 1 Barrier Board (Optional): —• One or more layers minimum 1/4-in, thick Georgia-Pacific Gypsum LLC "DensDecka, Roofboard" or "DensDeckW Prime Roofboard" or "DensDeck® DuraGuard' Roofboard" or minimum 1/4-in, thick United States Gypsum Co. "SECUROCKm Roof Board" (Type FRX-G) or "SECUROCKm Glass -Mat Roof Board" (Type SGMRX). 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, any thickness. Base Sheet — Two or more plies Type G2 "GAFGLASm #75 Base Sheet" or "Tri-Plym 075 Base Sheet" or "GAFGLASO #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavente Nailable Venting Base Sheet" or "GAFGLAS® Stratavente Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Plym BUR Granule Cap Sheet,% mechanically fastened or fully adhered with hot rooting asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Plyw Ply 4" or "GAFGLASm Ply Flex 6" or "Tri-Plym Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROIDO Torch Smooth" or "Tri-Plym APP Smooth" or "Tri-PlyO APP Granule" or "RUBEROIDm Torch Granule" or "RUSEROIpm Torch 180", torch applied or "RUBEROIDe Mop Smooth" or "RUSEROIDm Mop Smooth 1.S" or "RUBEROID® Mop Plus Smooth" or "RUBEROIDm Mop Granule" or "Intec Flex PRF" or "Tri-Plym SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet: -- Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Plye BUR Granule Cap Sheet" or "GAFGLAS(b EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 14. Deck: C-15/32 Barrier Board(Optional): — y Incline: 2 OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckm Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: —One ply "GAFGLASe Stratavente Perforated Venting Base Sheet" or Type G2 "GAFGLAS® 47S Base Sheet"or "Tri-Plyati #75 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet" or "GAFGLA tratavente Nailable Venting Base Sheet" or "GAFGLASO Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: -- Two or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS QD Ply Flex 6" or "Tri-Plye Ultra -Flexible Ply 6" or "RUBEROIDe Mop Smooth" or "RUBEROIDT Mop Smooth 1.5" or "RUBEROIDO Mop Plus Smooth", "Ruberoidw 20 Plus Smooth" or "RUBEROIDe 20 Smooth", fully adhered with hot roofing asphalt. Membrane: — Type G3 "Tri-Ply® OUR Granule ap Shee�GAFGLAS4D Mineral Surfaced Cap Sheet" or "GAFri.. ,56 EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. S. Deck: C-15/32 Incline: t Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or potyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: -- Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeckW Prime Roofboard" or "Denspeckm DuraGuard'" Roofboard" or minimum 1/4-1n. thick Untied States Gypsun Co: "SECUf,&K1P Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive w with but joints in' he barroer board radhered vyith products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: -- One ply Type G2 "GAFGLAS a #75 Base Sheet" or "Tri-Ply 47S Base Sheet" or "GAFGLASe: #80 Ultyra'" Base Sheet", mechanically fastened. Ply Sheet: -- One or two plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply 4" or "GAFGLASOD Flex Ply 6" or Type G2 'GAFGLAS(D 475 Base Sheet" or "Tri-Ply 075 Base Sheet" or "GAFGLASe 480 Ultima' Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-Plye BUR Granule Cap Sheet" or "GAFGLASO EnergyCap'" Mineraf-Surfaced Cap Sheet', fully adhered with hot roofing asphalt. Coating (Optional): ,- "United Coatings'" TOPCOAT® EnergyCote'" Roof Coating" of "TOPCOAT® MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2, 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness pedite or wood fiber or glass fiber or potyisocyanurate, mechanically fastened or adhered with `LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-in, or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet; --One ply Type G2 "GAFGLASQb #75 Base Sheet" or "Tri-Plye #75 Base Sheet" or "GAFGLASfb #80 Ultima"' Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply 4" or "GAFGLAS® Flex -Ply'" 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Plye ,#75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Piye BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: —. "United Coatings'" TOPCOAT3t' EnergyCote"' Roof Coating" or "TOPCOATO MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./lo0-ft 2. 17. Deck: C-15/32 Insulation(Optional):-- Incline: 1/2 Any thickness perlite or wood fiber or glass fiber or potyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecko) Roofboard" or "DensDeckO Prime Roofboard' or "DensDecke DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive w with b ttt joints in the barter board adhered with products staggered a minimum of 6-in, from plywood deck joints. MR MIAM1ar MIAM1-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I i805 SW 26 54ttt. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Nitnml, Florida 33175.2474 NOTICE OFACCEPTACE pA T(786)�l5-2590F(716)31$-259fl I Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use,.rL6n,struclion ` ; materials. The documentation submitted has been reviewed and accepted by Miami-DA& County R L` Product Control Section to be used in Miami bade County and other areas where allorNic b5y 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 AHD (in areas other than Miami Dada Csounry) reserve the right to have this product or malarial tasted for quality assurance purposes, ff<tiiis products: ' material fills 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 jutiadletlon. 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 bccn designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRipri0N: GAF RuberoideModiited Bitumen Roof System for Wood Decks. L,ABBUNG: Each unit shall bear a permanent label with the manufacturers 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 rho 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 HOA shall be cause for termination and removal of NOA. ADVERTISEMEAT: The NOA number preceded by the words Miami -Dade Colony, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, than it shall be. done in its entirety. INSPZCTION: 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. 15.1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. H NOA No.: 18-0919.12 Expiration Date.. 1l/o6/23 Approval Dater 111oills Page 1 of 67 ' ` I APPROVED ASSEMDLIES Membrane Type: SBS Deck Type II: Wood, insulated Deck Description: Min. 19r32" or greater plywood or wood plank secured 6 in. o.q. with,8d ring shank nails to supports spaced 24 in, o.c. max. System Type A(1): All insulation layers are adhered to a mechanically attached anchor rh-rt. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier. FireOut' Fire Barrier Coating, VcrsaShield* Fire -Resistant Roof riec'K Protection (optional) or VemaShteld* Solo"' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLASm #80 Uldnia"' Base Sheet, GAFGLAS* Stratavent°Nalllable Vcnting Base Sheet, Rubwold* 20 Smooth, Ruberoid* HW Smooth or Rube17'340 HW 25 Smooth bass sheet mechanically fastened to deck as described below. ` Fastening GAFGLASm Ply 4, Trl-Ply* Ply 4 Ply Sheet, GAFGL6S9 FlexrlF`," `6, Option #i: GAFGLAS* 975 Base Sheet, Tri-Ply* 475 Base Sheet or any of above anchor ; sheets attached to deck with approved annular ring shank nails and tin caps at a fastenerapecing of 9" o.c. at the lap staggered and In two rows 111" o.c. in the field. (Maximum Design Pressure -45 psf. See General Limitation #9) Fastening GAFGLASm Ply 4, Tri-Ply* Ply 4 Ply Sheet, GAFGLASm FlexPiy"' 6, Option #2: GAFGLAS* #75 Base Sheet, Tri-Ply* il75 Base Sheet or any of above anchor sheets attached to deck with Drill Ted" # 12 Fastener, Drill -Tee # 14 Fastener or Drill -Ted' XHD Fastener and Drill -Ted" 3" Steel Plate, Drill -Tee'" AocuTrae* Flat Plate or Drill -Tea' AccuTrac* Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other tows are equally spaced approximately 12.5" o.e. in the field of the sheet. (Maxlrnum Detlgn Pressure - 45 psf. See General Limitation #9) Fastening ; GAFGLAS* F1ealyA16. GAFOLAS* 075 Base Sheet, Tri-Ply* 4#75 Base Sheet or Option #3: ? any of above anchor sheets a- ttac 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" ox. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS* #75 Base Sheet, Tri-Ply* 475 Base Sheet or any of above anchor Option #4: sheets attached to deck with Drill -Tee"' #12 Fastener, Drill-Tcc^" #14 Fastener or Drill -Ted" XHD Fastener and Drill-Tec'" 3" Steel Plate, Drill -Teo"' AccuTrae Flat Plata or Drill -Tee'" AccuTrac* Recessed Plate Installed IT' o.c. in 4 rows. One row Is in the 2" aide lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheaf. (Maximum Design Pressure-45 pV1. See General Limitation #9) Fastening GAFGLAS* #80 Ultive Base Sheet, Ruberotdm 20 Smooth, Ruboroie Mop Option 05: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill -Teo'" 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxlmrtnr Design Pressure-60 psf. See General Limitation #7) r NOA No.: M0919.11 ti Id BM Expiration Date: 11106/23 Approval Date: U101119 Pate 9 of 67 Fastening Option #6' GAFGLASo #75 But Sheet, Tri-Plya #75 Base Sheet or any of above anchor sheets attached to deck wilh Drill --Tee"" N12 Fastener, Dril! Tee' #14 Fastener or Drill -Tee' XHD Fastener and Drill -Tee'" 3" Steel Plate, Drill -Tee' AccuTrace Fiat Plate or Drill -Tee"' Accu%0 Recessed plate installed 8" ox. in 4 rows, ' ' One row is in the 2" side lap. The other rows are equally spaced approximately S" o,c, in the field of the sheet. WaXinsuns Design prMupe-4Spsj. See Gateral.Lirnftatfon:r4� Orre or more layers of any of the following insulations. Insulation Layer lusulation Fasteners pgsteae,� (TaleEnergyGuard" Polyiso Imulation, EnergyGuard"' Polyiso RA Insulation 3) Densitylft EnergyGuare Polyiao BN Iumbition, Ea ' , Minimum 1" thick m gyGuard"RA Composite Polyiso Iruu.attoa N/A NIA Structodek® lit h D " C amplyFiber Board, EnergyGuard"' Perflte Recover Board Minimum A thick NIA EnergyGuarC Perlite Roof Insulation IWA Minimum'/4" thick NIA 1V/A Note' All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt Within the EVT range cad at a rate of 20.40 W100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base ayes with o second layer of approved top layer iasulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polylsocyauurate side facing down. GAF requires either a ply of GAFGLAS4 Strataventx° Perforated Venting Basis Sheet laid dry or a layer of EnergyGuare Periite hoof Insulation or wood fiber overlay board on all polylsocyanurate applicatlons. Base Sheet: (Optional) Install one ply of OAPGLAS• 075 Base Sheet, Tri-Ply° #75 Base Sheet, GAFGLAr #So ultimo'" Base Sheet, GAFGLAS° Ply 4. Tri-Ply* Ply 4 Ply Sheet GAFGLASO FlexPly' 6, Ruberoid" Mop Smooth, Ruberolds' Mop Smooth I .S. Ruberolds' Mop Plus Smooth, Ruberoldo 20 Smooth, Ruberoid® H W Smooth or Ruberoide HW 2S Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation #4). OR GAFGLASm Strataventis Perforated Venting Base Sheet loose -laid dry. Ply Sheets (Optional, required over GAFGLAS° Stratavent® Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLASO Ply 4, GAFGLASo F1exPly' 6, GAFGLASo #80 Ultimo" Base Shoot, Ruberoidm Mop Smooth, Ruberoids' Mop Smooth I.S. Ruberoidis Mop Pius Smooth, Ruberoidm 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJSq, NOA No.: 18-o919.12 Expiration Dates 11/06/23 Approval Date. I1/01119 Pace 10 of 67 Membrane; One or more plies of Ru croi._....SmoohRdo 2fl �3� �., uberold 30 Gtanulc, Ruberoid°° EneWCap"30 Granule FR, Ruberoido 30 t3ranule FR, RuberoidO 30 Plus Granule FR, Ruberoid° Mop Smooth, Ruberoidv Mop Smooth 1.S, Rubereid® Mop Pius Smooth. RuberoiO Mop Granule FR, Ruberoid*Mop Granule, Tri-Plrl' SEW Granule Cap Sheet, Intec Flex PRF . Ruberoid° Mop Plus Grantilu„ RuberOld* Mop Plus Granule FR fully adhered In a till mopping i1- appt aved asphalt applied within the EVT range and at a rate of 20.40 lbs.lcq. Surfacing. Optional on granular surfaced membranes, required for smooth membranes. Chosen compaaeots must be applied according to n►aaufactgrci's a(rplicaticri instructions. All coatings must be listed within a current NOA.; 1• Gravel or $lag applied at 400 lbsJsq, and 300 Ibs.1sq. respectively fti 4 p0d coat of Approved asphalt at 60 IbsJsq. 2, GAFGLASO Minera!-Surfaced Cap Sheet, Tri-Ply® BUR Granuln Ca' S�.ect m P i u7faeed Cap Sheet adhered in a Wil mopping of approved asphalt applied within the EVT range and ¢t a rftc,of 2040 Ibsdsq, 3. TOPCOATO Surface Seal SB or United Coatings' Surface Seal SB'Roof Continb applied In one or more coats at a minimum rate of 1.0 &a,Jsq. per coat. OR TOPCOAT` MS Plus or United Coatings"' Roof Male Ma Plus Coating applied at a minimum rate of 1.0 galdsq.(to be used as a primer) followed by TOPCOAT* Membrane or United Coatings'" Roof Mate TCM Coating applied in 4. one or more coats at a minimum rate of 1.0 galJsq, per coat, Fiber Aluminum Roof Coating, Maximum Design Pressure.. See Fastening Options NOA No.: ts-e919.12 Expiration Date: 11/06a3 Approval Datet 1110111s Pago 11 of 67 WOOD DECK SYSTEM LIMAT1011S. I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS1' F1exPly"' 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum ''/." DensDeekO Roof Board Or Type X gypsum board diris acceptable to be installed ectty over the wood deck, GENERAL LmTATIONS: I. FDirectoire classification is not part of this acceptance; refer to o current Approved Roofob Cla;a; ials ryfor fire ratings of this product. 2, Insulation may be installed in multiplo layers, The first layer shall be attached in co•np'ionce will, Product Control Approval guidelines. All other layers shall be adhered in a full moPpirg of approved asphalt applied within the EVT range and at a rate of 20-40 lbsdeq., or rpeoi jrLr, ' lly attached using the fastening pattern of the top layer 3• All standard panel sizes arc acceptable for mechanical attachment. When applied )q �poroved asphalt, panel size shalt 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 hiars sheet ` shall be applied using spot mopping with approved asphalt. 12" diameter circles, 24" ().c.; `or strip; mopped ribbons in three rows, one at a continuous area of ventilation. each side lap and one down the center of the sheet allowing Encircling of the strips is not acceptable. A 6" break shall be Placed every 12' in each ribbon to allow cress ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq, Nate: Spot attached systems shall be limited to a maximum design pressure of-4S p L 5. Fastener spacing for insulation attachment is based on a Minimum Charactstic Force (F'} value of eri 2751b£, as tested in compliance with Testing Application Standard TAS 1 eri if the fastener value, as field-tested, ate below 275 Ibf, insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of system, Should the fastener resistance anchor/base sheet or membrane attachment is based s on a minimum fastener resistance value in conjunction with the maximum design value listed within a pxific be less than that required, as determined by the Sulldtng official, a revised fastener spacing, prepared, sign ad andsealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted, Said revised fastener spading Shall utilim the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS H I 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shalt be increased for both insulation and base sheet as calcuiated in compliance with Roofng Application Standard RAS 117. Calculations prepared, signed and scaled by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this lhnitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs Shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 4• 7110 maximum designed pressure limitation listed shall be applicable to all roof pressure zones (I.c, field, perimeters, and corners). Neither ralioaal analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e perimeters, extended corners and comers}, (When this limitation is spediieally referred within this NOA, Ganoral JAmitation #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 61020.3 of the Florida Administrative Code, END OF TM8 ACCEPTANCE NOA No.: 18-6919.12 Expiration Data: 11/o6tz3 Approval Date: 11/otll8 Page 67 of 67