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RF-17-2351Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RF -10-17-2351 Permit Type: Roof Worts Classification: Tile/Fiat Permit Status: APPROVED Issue Date: 10/18/2017 Expiration: 04/16/2018 Parcel Number Applicant 899 NE 99 Street Miami Shores, FL 33138- 1132060340170 Block: Lot: KATHLEEN SALES NEIL CADDE Owner Information Address Phone Cell KATHLEEN SALES NEIL CADDELL 899 NE 99 Street MIAMI SHORES FL 33138- 899 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone ANDREW PALMER ROOFING INC (305)232-9211 CeII Phone Valuation: $ 26,900.00 Total Sq Feet: 3063 Type of Work: Re Roof Additional Info: REROOF TILE AND FLAT ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $16.20 $4.88 $3.25 $5.40 $325.00 $9.00 $21.60 $885.33 Pay Date Pay Type Invoice # RF -10-17-65209 10/13/2017 Check #: 5765 10/18/2017 Credit Card 10/03/2017 Credit Card Bond #: 3526 Amt Paid Amt Due $ 500.00 $ 335.33 $ 50.00 $ 385.33 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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, P UMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF DAn \T: I c ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zc n ng. Fu tjermore, I authorize the above-named contractor to do the work stated. vQU Authorize fin d Signa re: Owner / Applicant / Contractor / Agent Building Department Copy October 18, 2017 Date October 18, 2017 1 S BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL JOB ADDRESS: City: 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 ROOFING PUBLIC WORKS 8161 got tzci— Miami Shores County: Master Permit No. Sub Permit No. DECEIVED OCTCkq-"i p 03 20 FSC 20N Tzi' CR -2351 D REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Dade Zip: 'J'✓ I -7)l) Folio/Parcel#: " c320X0 - 3:� — d \1 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder):eh[ i J--1�J SAUEG Address:g)Pi 1�-1 G CAC{ City: MYVW � 7 Tenant/Lessee Name: Email: State: NO BFE: FFE: Phone#:' - T 1 .04L Zip: l23 Phone#: CONTRACTOR: Company Name: AQD Address: 04100 CCU) (1 City: M I -1 Qualifier Name: State: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: AL1 LI�C� Phone#: 792- 6ZI zip: -;,!1',31q5--) Phone#:5" C�2 - 92_1 Certificate of Competency #: Phone#: State: Zip: Value of Work for this Permit: $ P401 `I00 Square/Linear Footage of Work: 3ce 3 51 Pt Type of Work: ❑ Addition/��y_�p0 AlterationjEJ New \2'Repair/Replace ❑ Demolition V(IM' Description of Work: K i.CJ .- + �' Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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. /b,1 Signature i 1I OWNER rAGENT Signature CONTRACTOR Theforegoinginstrumentrwas acknowledged before me this The foregoing instrument was acknowledged before me this �/` ��t) ' day off J � , 20 n , by � ?�,, �d�ayy of /� V� , 20 11 , by .AM-L�-r'L) 4:51.), who ersonally kno n to M4L N IV,K , wh is pers ally own to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Public - State of Florida My Comm. Expires Oct 9, 2018 Commission # FF 131532 ****************************** ****r*********************************fi r r** s#a " 3Ks911` " s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: JOANNE KNESKI Notary Public - State of Florida ,' My Comm. Expires Oct 9, 2018 o! oP , Commission # FF 131532 APPROVED BY v I; 11 1 Plans Examiner (Revised02/24/2014) Structural Review ** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 1\-1 --t� C� JN Date: (9-(1 Property Address: t�ctoi q"l Roofing Permit Number: Dear Building Official: I VIM._ L % _) c itE certify that I am not required to retrofit the roof to wall connections of my buil ' g because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) te4,4//, Signature /'/'(a/ 42 . 541(3 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 11) Notary Public, Sate of Florida at Large day of `1;y P`^`� JN Notary POANublic -NE StateKofESK: Florida my Comm. Exfrire5 Oct 9, 2018 �i,FOFF 0Q-;•• Commission # FF 131532 When the just valuation of the structure for purpo'f ad valorem taxation is equal to or"�"motei an $300;000:O0Taodihe btirld' 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. Revised on 5/21/2009 10/3/2017 Property Search Application- Miami -Dade County OFFICE OF THE PROPERTY A Summary Report Property Information Year Folio: 2016 11-3206-034-0170 Property Address: $265,791 899 NE 99 ST Miami Shores, FL 33138-2566 Owner Building Value ^KATHLEEN M SALES &H NEIL J CADDELL Mailing Address $148,165 899 NE 99 ST MIAMI SHORES, FL 33138 PA Primary Zone $3,664 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use $417,184 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half Assessed Value 4/2/0 Floors $269,181 1 Living Units $221,065 1 Actual Area Exemption Value 2,386 Sq.Ft Living Area $50,000 1,844 Sq.Ft Adjusted Area $221,065 2,094 Sq.Ft Lot Size 8,850 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $265,791 $229,776 $212,488 Building Value $147,761 $147,963 $148,165 XF Value $3,632 $3,664 $2,834 Market Value $417,184 $381,403 $363,487 Assessed Value $276,757 $271,065 $269,181 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $140,427 $110,338 $94,306 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 8 PB 14-33 LOT 23 & E1/2 OF LOT 22 BLK 169 LOT SIZE 75.000 X 118 OR 18096-1809 0498 1 Generated On : 10/3/2017 Taxable Value Information 20171 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $226,757 $221,065 $219,181 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $251,757 $246,065 $244,181 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $226,757 $221,065 $219,181 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $226,757 $221,065 $219,181 Sales Information Previous Sale Price OR Book -Page i Qualification Description 05/14/2009 $390,000 26868-2611 Qual by exam of deed 04/01/2004 $496,000 22244-4025 Sales which are qualified 04/01/1998 08/01/1997 $202,000 18096-1809 Sales which are qualified $192,000 17774-4401 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of p viding 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. �L(s Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. A4 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. _[Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. D Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 11N, v Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. i/34// Owner/Agent's Signature Date r Contractor Signature Revised on 7/9/2009 LD Date on A/B MIAMI DAD] EMU' `.. \±ey: lveringJ Excellence Every Day" er Permit No: ractor's Name: 4ddress: Miami -Dade County HVHZ Electronic Roof Permit Fo Section A (General Information) Process No: A . iont4-402 t2vo nfd1 899 NE. ems: .,� Roof Category IJ �, LJ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile E Asphaltic Shingles E Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑• • Sprayed Polyurethane Foam ElOther: • .. . .. . .... . . . Roof Type ...... ❑ New Roof 2/Re-Roofing g ❑ Recovering ❑ Repair ❑Maintenance.•••• • Are there Gas Vent Stacks located on the roof? ❑ Yes Lf No Roof Systerrk Information slope roof area (ft.') /81 Steep Sloped area (ft.') .... • . . . If yes, what type? D:W.iral I.PZX 02570 Total (ft,') . . . • Section B (Roof Plan) •' >tch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include ensigns of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. imeter Width (a'): t4 (% I Corner Size (a' )4 a' : l Cis L!ERMIT#: liami Shcres Village ki s �L.1 I LI L t,mr(.If ill. t WI 1 KAT FEDERAL - E F u L.0 1iN i (ril�L_S AND RE ' LATIONS At.. BY Alb Lu om G_ Q IZONING DEPT BLDG DEPT ( 0) N RECEIVED OCT 03 2017 MIAMI RADE-j 'COUNTY. Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) telivcring Excellence Every Day" i !1I fii fl;) s'q.00ifin root noonPi)/1/y m /.1olli:l )t.t. 11 n componoJit /.:; not i'o'quirert, Innort not app)/c the ('ii/n) 1Y) lflo text box. POLYGLASS Top Ply: )OF SYSTEM MANUFACTURER: ELASTOFLEX SAP F/R educt Approval (NOA): 13-1217,01 System Type: nd Uplift Pressures, From RAS 128 or Sealed Calculations: '1) Field: 42'8 psf '2) Perimeters: 71'7 psf '3) Corners: 108.0 psf axirnum Design Pressure From NOA: -52'5 psf lof Slope: 1/8 " : 12 Roof Mean Height: 12 rapet Walls: © No 0 Yes Parapet wall Height: 0 ck Type: --5/8" Plywood-- pport Spacing: 6 " o/c ernate Deck Type: N/A isting Roof: JILT UP ROOF e Barrier: /A por Barrier: chor Sheet: GLASSBASE & 1 ELASTOBASE NAILED AS PER UL chor Sheet Fastener / Bonding Material: 1/4" RS NAILS 1 5/8" TC ;ulation Base Layer Size & Thickness: ulation Base Layer Fastener / Bonding Material: /A ;ulation Top Layer Size & Thickness: /A ;ulation Top Layer Fastener / Bonding Material: /A se Sheet(s) & No. of Ply(s): /A se Sheet Fastener / Bonding Material: /A t Sheet(s) & No. of Ply(s): _ASTOFLEX SAV / Sheet Fastener / Bonding Material: ELFADHEARED ft. ft. Top Ply Fastening / Bonding Material: SELFADHEARED Surfacing: N/A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A Single Ply Sheet Width: N/A " 1/2 Sheet Width: N/A No. of Single Ply 1/2 sheets: N/A Single Ply Membrane Fastening / Bonding Material: N/A 0 FASTENER SPACING FOR BASpHEET ATT40HMENT 0 SINGLE PLY MEMBRANE ATTALH&JIEIST 1. Field: 8 " o/c @ Laps & 3 .rpy/10.. " o/c. 64. 2. Perimeter: " o/c @ Laps & ... cows '..; plb • . 3. Corner: 6 " o/c @ Laps & 4 .. fooks' 6 '; lat.: NUMBER OF FASTENERS PER INS(3EQYItV BOARD:* .. • . . . .... . • • . 1, Field: N/A 2. Perimeter: N/9 • E, Corner: 1�A� Insulation Fastener Type : N/A WOOD NAILER TYPE AND SIZE: N/A .. • ... • • . .. Wood Nailer Fastener Type and Spacing: N/A EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: --Galvanized Metal -- --3" face 26 ga.-- Hook Strip Size: --METAL EDGE HOOK STRIP N/A -- Edge Metal Attachment: 1 1/4" RS NAILS 4" OC Coping Material: Coping Size: Hook Strip Size: --PARAPET COPING METAL N/A -- --COPING METAL SIZE N/A- --COPING METAL HOOK STRIP N/A -- Parapet Coping Metal Attachment: N/A Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Notice of Acceptance Number (NOA): F'U1-am ."tv Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -11 P 2: /7. 2(f P 3. . io Maximum Design Wind Pressures, (From the NOA Specific system): '/0. ' psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 4 Roof Mean Height: "/12" Method of Tile Attachment: ft. ,u/ PAM/CP 2.-eot-tp r.r H Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: l'!4"its nc4u.s 4"6% Hook Strip/Cleat gauge or weight: Deck Type: 5160 ,01.44, OO Optional Insulation: . . . • Optional Nailable Substrate! • •••• . • .... . • .... NON . . . • • .. •. .. .. Optional Nailable Substrate:Attabhient: . . . 41t . . . . • ..0•. . Basesheet Type: 3DIF nom -4 ektie ai1fier Fastener Type for Basesheet Attachment: '/�l e` �%" 1¢5 _AI4IL3 n el( &Atetts c i pOZ Tile Underlayment (Cap Sheet) Type: r‘›t^d(at tes 'TO MOO Tile Underlayment Attachment Method: tux) t ca(teD Tile Profile: fi&-r / 3 • Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. 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. P 1: P 2: P3: 76.10 xX x • 6►3 vv, foo - Mg: - Mg: - Mg: 7.,0 75D = Mrl: = Mr2: f AP -7 = Mr3: Z 7 s Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf • • • • • • • • 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 tolnerrealues, for ' • each area of the roof, then the tile attachment method is acceptable. "' • ' P1: P2: P3: x 1: xl: x w: x w: x w: 11111 - W: - W: - W: MEI 11111 Cos0:=Fr1: x cos 0:r1 = Fr2: x cos 8: [1 = Fr3: •••• •••• : :aA% • • • • • • ••• •• * NO; F' • • • A6A;' • —• ir • Where to Obtain Information to complete the calculations • •• • ••• • • • •• • • • • • • .'• • • • • Description Symbol Where to Find i Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) l Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w =width Product Approval (NOA) MIAMI.DADE 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 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 havtA41, product or material tested for quality assurance purposes. If this product or material fails to pkfoiinin thesac cepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately .ev te, mo 1Tt j 1 suspend the use of such product or material within their jurisdiction. RER reserves the right Iq;vpjce this acce ptance, if it is determined by Miami -Dade County Product Control Section that this product or materiQ faijs to meed I14 requirements of the applicable building code. ' ••••••' This product is approved as described herein, and has been designed to comply with the Florida•Bxiiding Code • • • • including the High Velocity Hurricane Zone of the Florida Building Code. •••••• • • • • DESCRIPTION: Saxony 900 Concrete Roof Tile • • . • • • • • • • .• •• • ••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folt4''ing 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 No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED 14 I VI NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category:, Roofing Sub-Cateaorv: Roofing Tiles Material: Concrete Deck Tvpe: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product • Applicant Dimensions Specifications Descrtption • • Saxony 900 -Slate Length = 17" TAS 112 Flat profile, interlocking, hig ;phessure eiii$cted Width = 13" concrete roof tile with two voi.l:tpjes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive cstapplicati v •. • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high- fessure ethided Split Shake Width = 13" concrete roof tile with two na>1ho:es. For direct deck, •• •. • thickness = 1-9/32" batten, mortar set or adhesiy��sgt ipplicahons. op surface produced with 4 diefer2htponfigpratigns: 1. Complete tile brushed . . 2. Right half brushed toleowit in drawing). 3. Left half brushed • • • 4. No brush Saxony 900 -Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" •batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness MIAMFOADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Aeencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc: Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMIDADE COUNTY APPROVED Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC -77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS l Oz .•„ (1 Quik -Drive Screw, Battens) ' • • Wind Driven Rain . TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) .... . . .... . . .. .. Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails R l . 894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 • Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 ...• • • Oc'C T994 . .•.• • • Dt'C"1991 • • • Aug 1%4 its 1994 Sept..1 3 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 • • • . . • • • • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components: �haiibe installed in strict • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. • •••• 4.2 Data For Attachment Calculations • •••• Table 1: Average Weight (W) and Dimensions (1 x w) ••••••. •••• ' • Tile Profile Weight -W (Ibf) Length -I (ft) ..1...:Width :tilt Direct Deck Application Saxony 900 Slate, Shake & Split Shake 10.9 1.417• • • 1.08 • • • • . . • .••• • • •••• • • • Table 2: Aerodynamic Multipliers - X (ft3) • •• Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & 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 Screws 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 •. • •••• Table 5: Attachment Resistance Expressed as a Moment Mt (ft•Ib • °••••• for Two Paddy Adhesive Set Systems • • • • Tile Profile Tile Application . Migintm Att r •..Resistance 41 nt . Saxony 900 Slate, Shake & Split Shake Adhesive' :.:.3132.... • 1 See foam adhesive manufacturers component approval for installation requirements. • - • 2 The Dow Chemical Company TileBone one -component foam minimum weight per paddy 13.9 grams. • •. •3. ICP Adhesives Polyset® AH -160 two -component foam, minimum weight per paddy 8 grams. • • •' • • • • ;, Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. • •• • • 1000 •• •• .4100. 41414141 • 0000 • Table 7: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 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 BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS • • 6.1 Application for building permit shall be accompanied by copies of the following:: • • •• 6.1.1 This Notice of Acceptance. • • • •••• 6.1.2 Any other documents required by the Building Official or applicable builflt tg Cade in oider•to properly evaluate the installation of this system. • PROFILE DRAWINGS • • • ••••••• ••••••• ••, • • •••• •••• • • •• •• • • • • • • • • . • •• • •• • • • • • • • • • • • NAIL HOLES •••• •• ••• 1-5/32" (Slate) 17" MIAMFDADE COUNTY APPROVED UNDERLOCK SAXONY 900 - SLATE 13" COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS 17" Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SILAKE MIAM RADE COUNTY APPROVED 1-9/32" (Shake) • • • • •• • •••• 1 • • • •11S•A • •••• • • • • •••• •••• • • • • • • • •••• ••.• • • 0 • • •• •• •• .• ••• •• • • • • • • • • • • 111.• • • ••• • • • • 0 •• NOA No.: 16-0711.05 Expiration Date: 04/26/22 •Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES PROFILE DRAWINGS 17" MIAMI-DADE COUNTY APPROVED SAXONY 900- SHAKE END OF THIS ACCEPTANCE .. .... . • ••••• .... 13"• •• .. .. • • • • • • .• .. • • •• • • • • • • • .. • • • • • • •• • • ••• • • • •• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th 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/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 fail .to meet the regtaraments of the applicable building code. •• ••• • • • • This product is approved as described herein, and has been designed to comply with the•Ftvrida Buitding'Code • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 .... .• .... . .... . . . .... . . . . . .. .. .. .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; Ci'ty!rate 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 Lias 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 . ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives 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 ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: • . . . .. . .... . . • ... . • . .... . • • • • •.• •• ••• .. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOVeitgh list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption. Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • . • .. • ... . . Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 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 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96• 04/18/14 • •• • • • 02/21/,J2. • • . • .. • . • •... 10/23/88. • • ...• .... •••••• 12/28/98•• • •• • • . • • . • • •. . ••• . 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives 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 ICP Adhesives 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 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives 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 ICP Adhesives 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. ICP Adhesives 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP • Adhesives ProPack® 30 & 100 dispensing equipment only.• • • • • • 7. ICP Adhesives 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 minuteTafter1CP Adhesives • • Polyset® AH -160 has been dispensed. •••••• ••••• • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accoti •with the, • • • • • 'Placement Details' herein. Each generic tile profile requires the specific placement noteAlierrtn. • • • • • •• •• • • • • • • MIAMI•DADE COUNTY APPROVED • • • • • • • •• • ••• • • •• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches . 34 grams WM'pan . LABELING: •• • • • •.•• • • • • ...• • .... ...• All approved products listed herein shall be labeled and shall bear the imprint or identifiable mdrj 1ilig bf the •••••• manufacturer's name or logo and following statement: "Miami -Dade County Product Control ApprowQd" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: •• •• •. •• • • • t • • • • • • • •• • • • • • • • • •• • ••• • • • •• As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail thro ,gh plastic cement lwhen required) MANMADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. 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 appy a minimum; i" (50.8 mm) x 10" (254 • f" f25.4 nntrt) f tam • • paddy onto the underlaymggt gQ$itioned A •sjibwn • under the pan portion of tlz;tijp,Glosest to the • • overlock of the tile being sat... •••• • •• .... .... 2. Continue in same manner ni appro� tma taly 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive • contact with the underside:dP ; ile. • • • • • • • • • • • • .. • .•. . • • 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mail through plastic cement (schen required! faddy Ieen. thTIl.) E.ve Course MIAMI•DADE COUNTY APPROVED Geo aesur. Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the bile. • • • • • .. . .... • • .... • Medium Profile / Double Pan Tlla'• • • • •••• •••• • • • • • • 1. Starting at the eave course, appy a minimur$2'' (50.8 • • mm) x 10" (254 mm) x 1" (2S4 n i) foairi padcif onto the underlayment positioned as shown ujder the• • pan portion of the tile closes: to thgoverlgck otthe • tile being set. Insure approximately 17 (119.9t1112) — . 23 (148.4 cm2) square inch atileivle cont44.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 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI.DADE COUNTY APPROVED 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 cm2) — 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 approxiTatelx 17" (109.7 cm2) - 19 (122.6 cm2) square inch 41htSiVM contact with the underside of"thg till. .... . • .... • . .... . . .... .... . . • • .• • .... • •• • •. . .. • . ... • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • • • • . • • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Medium Profile Tile MIAMI RADE COUNTY APPROVED 1. 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 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4"'(101.6 mm) x 1"(25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the uriderlaok for the second course tile to lee installed. fnsure approximately 8-9 in2 (514-.58+1 cm2) ofkiitiesive contact with the undersidg sigi tile. • .• .... .... . • . . .... •... (Instructions continued on nexkta ) .. .. • .. • • • . . .. .. . • • • • . . .. • ••• • • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tile MIAMMDADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • Y • • • • • • •• • •0410 • • • • •••• • • • • •••a •0•• • • • • • • •00• •00• • • • • • • • •• •• •• 00 • • • • • • • • • • • • • • •• • •0• • 00 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page l0 of 11 • • • • • • • ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Tum coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Eave closure (motar shown) Weephole Fasda Board Sheathing Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and 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 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 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 wont; x 10" (254 mm) bead of adhes` . dere ctly ont he inner edge of each side of the SQyg.tile. Leayg e • approximately 3/4" (19 Bila 1" (25.4 rpm) from the outside edge of tj>e4tile, inward, frige of •• foam to allow for expangiosi. • • . • . 4. Turn cover tile over aftes4foa rn is applied and place onto pan tile coursr lie a minimum of 20 (129 cm2) - 25 (161.3•cm) Square:GGll;, contact area on each sid4 ofIll%cover'tile to the pan tile. Continue in sameinaniier TAN awwy 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAMU DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 thisacce?tance, if it is determined by Miami -Dade County Product Control Section that this product or material fail .to meet the • requirements of the applicable building code. • • • ••••• • • • This product is approved as described herein, and has been designed to comply with the Floriti"d'$ditding Cade • including the High Velocity Hurricane Zone of the Florida Building Code. ••• .... .... . . • •• DESCRIPTION: Polyglass Polystick Underlayments . • • • • • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citi34te 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 hits been rte,phange • • 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 Semino., MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR -Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMIDADE COUNTY APPROVED Dimensions 65' x 3'3-3/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlaym®nt. . • • • .. • •••. A rubberized asphalt self-adheripz.Myesteereirtfoked waterproofing membrane. Desigaad as a a roof the underlayment. • • • • •••• • • •• •••• •••• A rubberized asphalt waterproo5ygpAmbraner glass- fiber/polyester reinforced, with 3,0 -velar suffact;. •. designed for use as a tile roof uraderktment. • • A rubberized asphalt self -adhering, gliass-fibfj1lgester reinforced waterproofing membfve. lxesignedas a metal . • roofing •and roof tile underlayment. ' • • 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. 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. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Aeencv Test Identifier Trinity1 ERD P10870.09.08 -R1 P 10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 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 PRI Asphalt Technologies Momentum Technologies, Inc. PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 • • TAS 103 TAS 103 . .... • TAS 103/ASTM D4798 & G41 55 • . . TAS 103/ASTM D4798 & G15' TAS 103/ASTM D4798 & TAS 103/ASTM D4798 & i155, TAS 103/ASTM D4798 & 0155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 1941.1/14 06/27/16 Om/16 .... 09/29/06 JQfhO/Q7 09/09/09 • . 0 7oP/a8 11/09/09 Q2t1'8/t 0 Q2G18/0 •. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY APPROVED 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 COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMI.DADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a rpininwm 4" 1• '15.0. • (for • base sheet only) ' Elastoflex S6 G, hot asphalt applied . See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank . • .. . . . . .. . • . .... . . .... • . . • • ••• .. . • • . Base sheet mechanically fastened to deck, subsequent cap megrbrape self-;�dltertd. One or more plies of ASTM D 226 Type II or ASTM D 2626. • • • • • • .• • 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. • .• . . • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 • • . • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and 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 RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. . • • GENERAL LIMITATIONS: • • .•.. 1. Fire classification is not part of this acceptance. • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystitk'MTS Pius May be ' • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roo f ilex Ystems and quarry • • slate roof assemblies. • •• • • Polystick TU P may be used in all the previous assemblies listed except metal roofing. . Polystick IR -Xe may be used in all the previous assemblies listed except metal roofingand'roof tile systems. • Polystick TU Max may be used in non-structural metal roofing and roof tile systems. . . • . • Elastoflex S6 G may be used in roof tile systems only. • • • •••• • • 3. Deck requirements shall be in compliance with applicable building code. • • • 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. A11 products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI ADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. 8. 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 Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 6:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 6:12 • • The above slope limitations can be exceeded only by using battens in accordance with thaipOroved Tide System • • Notice of Acceptance and applicable Florida Building Code requirements. When battens arobsequired, tIuiy shall • be utilized during loading and installation of tiles. • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and:tasoid drepQm�•of • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loaddr p�gcedure — twgtiles • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,f0 g48tal ofbotjlps: for all underlayments except Polystick MTS which shall be loaded onto battens. • . • • C1. 0 CO) N i0 POL'i$11CKTU Rus MIAMI.DADE COUNTY APPROVED (6 Max. Per Meek) 12 • • •• • . .•.l • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick 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 Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex 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 detail 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 ensur this is Ieoeptable. 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 seas perPtkyglass • 4im Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum'l•'/a•'•rhetal disk As • • • required in Miami -Dade County or simplex type nail as otherwise allowable in other regio? 'at a miaimum.rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area: e:. para chvP' on • • the face of membrane, with the above stated nails and/or disks. The head lap membrane, § tQ ;ever tF ,,ire 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 ?a uniform ?gatc 'Polygl s . • 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 tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 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 1/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. 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, Polyglass 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. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 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 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. 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 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 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 THIS ACCEPTANCE MIAM WADE COUNTY APPROVED .. • • • . • ..• •••• • • • • •..• .... . • . .... •..• • • • . . .. •••• .... . • . • . • .. • • . ..• ... • • . NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMMADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 7 (786) 315.2590 F (786) 315.2599 www.miamidade.gov/economy 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 irnmediately 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 !o weel the requirements of the applicable building code. '• This product is approved as described herein, and has been designed to comply with the,F,lpli 1 Buileli�li,cede including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Polyglass Self -Adhered Roof System over Wood Decks •••• • • •••- • •••• • • •••• • • �• • • • - • LABELING: Each unit shall bear a permanent label with the manufacturer's name or Igggy9.iy, state and following • statement: "Miami -Dade County Product Control Approved", unless otherwise noted hejein' ; • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been fled arTdtlfere has4x:env o 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 art 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 NOR# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. MIAMi.DADE COUNTY APPROVED NOA No.: 13-1217,01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 1 of 33 • • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Materials Deck Tyne: Maximum Design Pressure Roofing Modified Bitumen SBS/APP/TPO Wood -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase XtraFlex SBS Glass Base Polyglass G2 Base Polyanchor Elastobase P Elastoflex SA V FR (1.5 -mm) Elastoflex SA,V PLUS FR 65' 2" x 3' 3-3/8" 65' 8" x 3' 3-3/8" 108' x 36" 250' x 48" 65' 8" x 3' 3-3/8" 66' 8" x 3' 3-3/8" 66' 8" x 3' 3-3/8" Elastoflex SA V (1.5- 66' 8" x 3' 3-3/8" mm) Elastoflex SA V 66' 8" x 3' 3-3/8" PLUS XtraFlex SBS Base 66' 8" x 3' 3-'/8" SA Elastoflex SA P FR 32' 10" x 3' 3-3/8" XtraFlex SBS G SA 32' 10" x 3' 3-3/8" MIAMI DADE COUNTY APPROVED ASTM D 6163, Type 1 ASTM D 6163, Type I ASTM D 4601 Type II ASTM D 4601 Type II ASTM D 6164, Type 1 ASTM D 6163, Type 1 ASTM D 6163, Type 1 ASTM D 6163, Type .I ASTM D 6163, Typel ASTM D 6163, Typel ASTM D 6164, Type I ASTM D 6164, Type I SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated fiberglass reinforced base sheet. Asphalt -coated fiberglass reinforced base sheet • • A polymer woven, high p rformance syr►the tic base • • sheet. •••• SBS modified asphalt co.l+eepolyesterr• gipforced lease•• sheet .... .... • . Self -adhered, fire-rated7ript lass rriAfcif4d, SB5•••• modified bitumen metr ane with a se'li' atneringbat • face and a smooth top siriaeer ' • . Self -adhered, fire-ratedt fiberp;lass rcxn orced, SBS •modified bitumen membrane with a aa-:lf dtering4 •ack• • face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fire -rated, polyester reinforced, SBS modified biturnen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 2 of 33 Elastoflex SA P Polyflex XtraFlex APP S Polybond Polyflex G Polyflex SA P Polyflex SA P FR XtraFlex APP G SA Polyfresko G SBS SA Polyfresko G SBS SA FR Polyfresko G APP SA Polyfresko G APP SA FR PolyKoo] 32' 10" x 3' 3-3/8" ASTM D 6164, Type 1 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/$" ASTM D 6222., Type I 32' 10" x 3' 3-3/8" ASTM D 6222, Type I 32' 10" x 3' 3-3/8" ASTM D 6222, Type I 32' 10" x 3' 3-3/8" ASTM D 6164, Type I 32' 10" x 3' 3-3/8" ASTM D 6164, Type I 32' 10" x 3' 3-3/8" ASTM D 6222, Type 1 32' 10" x 3' 3-3/8" ASTM D 6222, Type 1 32' 10" x 3' 3-3/8" ASTM D6222 Type I XtraFlex Kool APP S 32' 10" x 3' 3-3/8" SA Polyglass APP Base MIAMI•DADE COUNTY APPROVED ASTM D6222 Type I 65' 8" x 3' 3-3/8" ASTM D 6509 Type I Self -adhered, fiberglass reinforced, SI3S modified bitumen membrane with a self -adhering back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self adhering back face and a granule top surface. • Self -adhered, fire-ratedzpolyeiter reinforced, APP modified bitumen membi'hhe t'ith a set -S. laering baclt% •..• face and a granule top stl?fat€.. Self -adhered, fire -rated, polyester reinforced, APF: • modified bitumen membranenvith a sealf►adhering baels • face and a granule top serfpoe.:. • •• • Self -adhered, fiberglassr:aced, SETS £ odified • bitumen membrane witl:a self;adheruig beck face.a, i„. a granule top surface. • • • Self -adhered, fire -rated, fiberglass rei?i? rctd, SBS • modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. APP modified asphalt coated fiberglass reinforced base sheet. NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 3 of 33 PG325 Cold Process Adhesive PG100 Asphalt Primer XtraFlex 10 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive XtraFlex 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement XtraFlex 50 Premium Modified Wet/Dry Cement Polyplus 55 Premium Modified Flashing Cement MIAMI.DADE COUNTY APPROVED 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55ga1, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal, or tube 1, 3, 5, 50, 55 gal, or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55gal. or tube ASTM D3019 Type III ASTM D41 ASTM D41 ASTM D3019 Type I1I ASTM D4586 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D3019 Type III ASTM D4586 ASTM D4586 ASTM D4586 ASTM D4586 A fibered coli,] process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A fibered rubberized adhesive designed for use with • modified bitumen membranes. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement, A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. • • A fibered rubberized atilt Tvddesign4dfgr use with • .• modified bitumen memb*ar+es.• . A fibered rubberized acTIMiNiedesigned tor use w+tl-...: modified bitumen membranes• •••••• • A thick, fibered, rubbeitigad#kshing Dement. .. .. .. .. A thick, fibered, rubbet zec+rl• shing •cement for use �• with modified biturnenrnempranes. • A thick, fibered, rubberized fl1shingoeeiyeijt for use • with modified biturnen membranes. .• A mastic compound for use as a roof flashing adhesive. . NOA No.: 13-1217,01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 4 of 33 . APPROVED INSULATIONS: Product Name Polytherm-H Polytherm ACFoam-II ACFoam-III High Density Wood Fiberboard DensDeck, DensDeck Prime H -Shield H -Shield CG ENRGY-3, JM ISO 3 Fesco Board Multi -Max FA -3 SECUROCK Gypsum -Fiber Roof Board MANMADE APPROVED TAt3LE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Gypsum insulation board Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Roofing Corp Atlas Roofing Corp Generic Georgia-Pacific Gypsum LLC Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. Rmax (p ;g, LLC. • United States Gypsum Cdr aratton • 0000 0000 . • 0000 0000 . . . . .• . . .. .. .. .. • • • . . • • • . • • .. • .0. • • • . • . • • NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 5 of 33 • APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners 12, 14 & 15 HS 2. Dekfast Galvalume Steel Hex Plate 3. 414 Roofgrip 4. Flat Bottom Metal Plate 5. Trufast #14 HD Fastener 6. Trufast 3" Metal Insulation Plate 7. Polygrip Fasteners #12, #14 &#15 8. Polygrip Hex Plates MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation and membrane fastener A2 -SS aluminized steel plate Insulation fastener for steel and wood decks Round Galvalume AZ50 steel plate Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Dimensions 2 7/8" x 3 I/4" Various 3" square 3.23 round 3" round Various • Manufacturer (With Current NOA) SFS Intec, Inc. SFS Intec, Inc. OMG, Inc. OMG, Inc. Altenloh, Brink & Co. U.S., Inc. Altenloh, Brinck & Co. U.S., Inc. Poly ,Ii%s:iSA, Inc . . . . . . ..• .... . 2 /8" x Polygj,5v.USA, 3 '4" • . . . . . . . . • . • . . ... • ... • • .... • • .. . ..• .. • . . • • . . ... . . • NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 6 of 33 . APPROVED SURFACING: Product Name Polybrite 70 Premium Grade Elastomeric Roof Coating XtraFlex 70 Premium Acrylic FR Roof Coating Polybrite 90 High Solids Silicone Roof Coating XtraFlex SRC 9600 High Solids Silicone Roof Coating Polybrite 95 Silicone Roof Coating XtraFlex SRC 8000 Silicone Roof Coating Gravel Slag MIAMI•DADE COUNTY APPROVED TABLE 4 Product Description A premium white elastomeric acrylic based roof coating (water-based). A polyester fabric may be used for reinforcement with this coating. A premium white elastomeric acrylic based roof coating (water-based). A polyester fabric may be used for reinforcement with this coating. A premium grade high solids, single component, moisture cure, fluid applied silicone coating A premium grade high solids, single component, moisture cure, fluid applied silicone coating A single component, solvent, moisture cure silicone coating. A single component, solvent, moisture cure silicone coating. To be installed in a flood coat of approved asphalt at 60 lbs/sq To be installed in a flood coat of approved asphalt at 60 lbs/sq A lication Rate 1-11/2 gal/sq Specification ASTM D6083 1-1'/4 gal/sq ASTM D6083 1.25 gal/sq ASTM D6694 1.25 gal/sq ASTM D6694 Manufactur, er Polyglass USA, Inc. • Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. 1,25 gal/sq ASTIVI D66 4 .. . .. • I.25 gal/sq 400 lbs/sq 300 lbs/sq . AST> 4 D6694 Polygtest*; • ...USA, Inc,*. .. . Polyglass . •••. .... USA,irSc.". . . ••••N/A •••• Gene1•tr•• . • . . .• • • .. 00 .. .. N1/A• Generic .• • • • • •. • • • • . • .. • . • ... • . . .. NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 8 of 33 Membrane Type: Deck Type 1: Deck Description: System Type E(1.): SBS/APP Wood, Non -Insulated 1962" or greater plywood or wood plank. Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: Fastening #1: Fastening #2: Ply Sheet: Membrane: One ply of Elastobase, XtraFlex S13S Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Attach base sheet using I I ga. annular ring shanklnails and 1-5/8" diameter tin caps spaced 8" o:c. in a 4" lap and 8" o.c. in three equally spacedistaggered rows in the center of the sheet. Attach base sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast #14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners #14 with Polygrip Hex Plates or Trufast #14 HD Fasteners with Trufast 3" Metal Insulation Plates spaced J2" o,c. in a 4" lap and 12" o.c, in two equally spaced staggered rows in the cl nt fir•ct the s%eet. One or more plies of Elastoflex SA V (1.5 -mm), Elastoflex SA Vft:53, XtraFl SI3S Bases ••e•• SA, Elastoflex SA V FR (1.5 -mm) or Elastoflex SA V PLUS FR" t81f-' lhered. • • • • •••• •••• • • One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Po fesko G APP'SQ, Polyfresko 0 APP SA FR, Elastoflex SA P, Elastoflex SA P FR,. hiNex 51.3<ci•SA, Po1yf ex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR ot. rgjex APP G•SA, self- (adhered. r • • • • •• • One ply of Polyflex G, torch -applied. •• • • • • •. • • • • • • • • ••• • • • Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: MIAMI•DADE COUNT( APPROVED -52.5 psf; (See General limitation #7.). NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 26 of 33 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet, GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the ENT 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure ctf. -45•psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic l'ir,ct (1') valueIbf,, as •• tested in compliance with Testing Application Standard TAS 105. If the fastener Valeiepas fiele-4 sine are below% 275 lbf insulation attachment shall not be acceptable. • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atteftrtregt is bl5edai a minrmum • fastener resistance value in conjunction with the maximum design value listed witliltf3tpecifc S,ytte'm. Shotrt4••• the fastener resistance be less than that required, as determined by the Building Oi'f c l; 2 revised fnsttner spacing, prepared, signed and sealed by a Florida registered Professional Engineer: e �. • tered Archiiect, or • Registered Roof Consultant may be submitted. Said revised fastener spacing shall:utriz: the v ithdriwal • resistance value taken from Testing Application Standards TAS 105 and calculations irLcon•Ipligneetulith Roofing • Application Standard RAS 117. • • •• • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these eras. 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 111 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 MIAMI.DAOE COUNTY APPROVED NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 33 of 33