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RF-18-642 (3)
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 3/13/2018 Permit NO. RF-3-18-642 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 09/09/2018 Parcel Number Applicant 1079 NE 104 Street Miami Shores, FL 33138- 1122320290080 Block: Lot: EFRAIN ACOSTA DONALD MOL' Owner Information Address Phone Cell EFRAIN ACOSTA DONALD MOLTA 1079 NE 104 Street MIAMI SHORES FL 33138- 1079 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: Total Sq Feet: $ 28,000.00 3000 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 4 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $500.00 $16.80 $4.50 $3.00 $5.60 $300.00 $12.00 $22.40 Total: $864.30 Pay Date Invoice # 03/13/2018 03/13/2018 Bond #: 3686 Pay Type RF-3-18-66760 Credit Card Credit Card Amt Paid Amt Due $ 814.30 $ 50.00 $ 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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the aboven.J ;+ contractor to do the work stated. March 13, 2018 Authorized Signature: Owner / Applica Date Building Department Cop Contractor Agent March 13, 2018 1 State Certification or Registration #: C Cc 1 3 2-S 5 5 c, BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC 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 IzEcrYN MAR 1 2018 BYs (tot FBC 2,01 9 Master Permit No. 1E' t V Sub Permit No. "ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL El PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS JOB ADDRESS: 6'1 `� W r fj tem 5± City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 3 3 1 '3 i Is the Building Historically Designated: Yes NO %// Flood Zone: OWNER: Name (Fee Simple Titleholder): I )o 4, YD 1'43 t-�-4- Address: l O'-7 °t 1J 1- I City: Y / 1 , LL An , h.P S State: •- BFE: FFE: Phone#: Zip: 371 38 Tenant/Lessee Name: Phone#: 3G S -<2'6 1 - 3S11-1 Email: T ,v-' snot 12-(1Soj1W1-.. v e-1- CONTRACTOR: Company Name: c5 1ZQaTr. Phone#: 36C -71C3-Stc"j Address: (! a 2 c 5. Spa City: 'Pak M 2A-A--e, 'f) cal State. EL Zip: 3 3 N Cj Qualifier Name: 4-1Q6,e‘ (t)ov\,cat Q42 Phone#: $4,- 7. 1'1— cri5co Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: �•4"�0£.'•in.� ,.-.4:!C :`lsdF9F✓" ...F`�i".. Tw i'�'n �;Y. Value of Work for,this Permit: $ .$r 1 CS O C� Type of Work ❑-Addition • ❑ =Alteration i 5• Description;of Work: cOcrit Square/Linear Footage of Work: - c.3 dock New, - Repair/Replace n Demolition • Specify fcolor o color thru yftile: &(at 13 1 5 'T00 q x� Submittal Fee $ Permit Fee $ C F $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ' cb TOTAL FEE NOW DUE $ CO/CC $ — DBPR $ Notary $ (Revised02/24/2014) • Bonding Company's•Name (if applicable) Bonding Company's Address City .77.= 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. f : "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for'the first inspection -which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature IrY J OWNER or AGENT The foregoing instrument was acknowledged before me this '5 d11"ay of IAeCU— , 20 \ii , by aN�t 1 a1 Ir.4c1 (1-.3.. , who s�personallj known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: - Print: Seal: JENNIFER FADUL Notary Public — State of Florida • : L1� Commission # GG 171862 3 . ¢;, My Comm. Expires Jan 2.2022 ;.`... Bonded through Nadonai Notary Assn. (('� *************************** APPROVED BY Signature _4 CONTRACTOR - The foregoing instrument was acknowledged before me this } 5 day of MGiV GA- i�1 a��n C�ahz;�1 e 2_ , who i ,20 i‘‘ •by own to me or who has produced as identification and wh - 'P; JENNIFER FADUL NOTARY PUBLIC: 1c`t:," Notary Public — State of Florida._ • • = Commission # GG 17.1862 My Comm. Expires Jan 2.2022 Bonded through Nadona Noary Assn. Sign: Print: Seal: ***************************************************************************** /IS Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2232-029-0080 Property Address: 1079 NE 104 ST Miami Shores, FL 33138-2655 Owner EFRAIN ACOSTA DONALD MOLTA Mailing Address 1079 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,361 Sq.Ft Living Area 1,763 Sq.Ft Adjusted Area 2,063 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $292,215 $267,927 Building Value C $181,320 OP 82,842 $184,365 XF Value $23, $23,978 $15,930 Market Value $726,394 $499,035 $468,222 Assessed Value $384,801 $376,887 $374,268 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment Cap Reduction $341,593 $122,148 $93,954 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 EVENINGSIDE PB 44-53 LOT 8 BLK 1 LOT SIZE 75.000 X 130 OR 21085-3006 02 2003 1 Generated On : 3/13/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $334,801 $326,887 $324,268 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $359,801 $351,887 $349,268 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $334,801 $326,887 $324,268 Regional Exemption Value Taxable Value $50,000 $50,000 $50,000 $334,801 $326,887 $324,268 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/2003 $428,000 21085-3006 Sales which are qualified 05/01/1997 $188,500 17658-3426 Sales which are qualified 11/01/1992 $172,500 15718-3104 Sales which are qualified 11/01/1984 $101,000 12324-2725 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: http://www.miamidade.gov/propertysearch/ 3/13/2018 Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE SEARCH: PEDRO J. GARCIA``.`: MIAMI-DADE PROPER When buying real estate property, you should not assume that property t xes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Subdivision Name Folio 1079 NE 104 st PROPERTY INFORMATION 0 Folio: 11-2232-029-0080 Sub -Division: EVENINGSIDE Property Address 1079 NE 104 ST Miami Shores, FL 33138-2655 Owner EFRAIN ACOSTA DONALD MOLTA Mailing Address 1079 NE 104 ST MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Hart 2/2/0 Floors Living Units Actual Area 2,361 Sq.Ft Living Area 1,763 Sq.Ft Adjusted Area 2,063 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1951 Featured Online Tools Comparable Sales Tax Comparison Suite L41 Glossary Non -Ad Valorem PA Additional Online Tools Property Record Cards Assessments Property Taxes Report Discrepancies Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2017 2015 2015 Land Value $521,433 $292,215 $267,927 Building Value $181,320 $182,842 $184,365 Extra Feature Value $23,641 $23,978 $15,930 Market Value $726,394 $499,035 $468,222 Assessed Value $384,801 $376,887 $374,268 ©© Property Search Help Report Homestead Fraud Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $341,593 $122,148 $93,954 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). FULL LEGAL DESCRIPTION 0 http://www.miamidade.gov/propertysearch/ 3/12/2018 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, Fl 33138 Re: Owner's Name: -r i. d 14 Property Address: t CI R cC 1QA SA" Date: 3) i / Roofing Permit Number: Dear Building Official: I Ci-r\cticl L..4c 1 certify that I am not required to retrofit the roof to wall connections of my building because: drfhe 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) ` 1:.01.4ALIb m bLNA Signature Print Name State of Florida County of Dade The undersigried, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. ad , d�v of V—' CA/On- 201, Sworn to and subscribed before me this 10knI III JENNIFER FADUL Notary Public — State of Florida Notary Public, Sate of Florida at Large i =` _ commission ir GG 171. 2t I MY Comm. Expires Jan 2. 2022 "^n; `O° Bonded through National Notary Assn. , • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Section A/B Section A (General Information) Master Permit No: Contractor's Name: Job Address: Process No: Isaacs Roofing- 1079 NE 104th St ❑✓ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile 0 Metal Panel/Shingles. ❑ Other: Roof Type . . . . . . .... . • • • .. . • • • 0 futtrtar/AdhesiveSet Tile,..:. •Wbod Shinae9/Shakes . . . . . .• . • .. .. Si .. • . •. •. ❑✓ New Roof 0 Re -Roofing ❑ Recovering 0 Repair 0 Maintenance. .. . •• • • If yes, what type? 0 Natural' �� LPGX . • Are there Gas Vent Stacks located on the roof? 0 Yes ❑✓ No Roof System Information Low slope roof area (ft.2) 400 Steep Sloped area (ft.2) . • .• 12600 Section B (Roof Plan) Total (ft.2) • 3000 • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): 17' 54' 59' 21' DATE I UC3JI-CT TO COMPLIANCE WITH ALL FEDERAL r-ATF= Anln r )I 1NTY MA FS AND REGULATIONS r U BY Q ;n ri S'- \P PROVED ONING DEPT :LDG DEPT ) Section C MIAMF� COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Polyglass 17-1004.09 System Type: E5 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 (P2) Perimeters: (P3) Corners: psf 71.7 108 psf psf Maximum Design Pressure From NOA: 52.5 Roof Slope: 1/8 " : 12 Roof Mean Height: psf 10 Parapet Walls: No ElYes Parapet wall Height: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: I--5/8" Plywood-- " o/c ft. Fire Barrier: Vapor Barrier: Anchor Sheet: ElastoBase Anchor Sheet Fastener / Bonding Material: 1 1/4" nails and tin caps Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): nia Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): Elastoflex SAV FR Ply Sheet Fastener / Bonding Material: selfadhered ft. I Elastoflex SA P FR Top Ply Fastening / Bonding Material: self adhered Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: •.•. • • • • • • • • •.- Single Ply Sheet Width: 11111 No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bondin 9 MateTial: • • • • • •• •• • 1/2 SI eei Width: • • • • • • • • •. • • . . I • CI FASTENER SPACING FOR BASESHEE= ATTAC?MRN1' ❑ SINGLE PLY MEMBRANE ATTACHMENT` • • • • • • • • .• . • •• • • • • • • • • • 1. Field: us 2. Perimeter: " o/c @ Laps & col " o/c @ Laps & 3. Corner: o " o/c @ Laps & rows an rows rows " o/c 6 " o/c " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: n 2. Perimeter: n 3. Corner: Insulation Fastener Type : n/a WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: nia EDGE & COPING METAL SIZES: Edge Metal Material: I --Galvanized Metal -- Edge Size: --3" face 26 ga.-- Hook Strip Size: -.SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 1/4" nails • Coping Material: Coping Size: --SELECT PARAPET WALL COPING MATERIAL- --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: n/a Section C2 M IAM 1-DADE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing ... . • • • • 0000 Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 154-fVHZ, FBC.. Elastoflex SA PER Elastoflex SAV FR Elastobase • • .• • • • 00410 • • • • •..• • • • • • •• • • •• •• .. •• • • . •. • • • • • • • • • • • • • • • • . . Parapet Wall Height n/a ft. Mean Roof Height 1 ' ft. • • • •• • Tile Roof System MIAMI•DiADE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System Boral Notice of Acceptance Number (NOA): 16-0711.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 Maximum Design Wind Pressures, (From the NOA Specific system): Fill in the specific roof assembly components. If a component is not required, insert not applicable jp(aj in the. ext box. P 3. 40.4 100.7 • • • • • •• • Roof Slope: 3 Roof Mean Height: "/12" 20 Method of Tile Attachment: ft. --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga.-- --Galvinized Metal-- 1 1/4" Ring shank nail Hook Strip/Cleat gauge or weight: --n/a- psf Deck Type: . • •. --5/8" Plyv ctt; Optional Insulation: • • • • •• •• • • . • •• • • • • • • • • • • • • • • •.• •• • • • • • • n/a • • • • • • •• • • • •- • • • • ••• • Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment: n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Boral Tile Seal Tile Underlayment Attachment Method: Self adhered Tile Profile: Saxony 900 • •• Section E MIAMI-DADE COUNTY "Delivering Excellence Every Day" P1: P2: Miami -Dade County Building & Neighborhood Compliance Department 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: 39.1 x a, Eel = 12.32 _ Mg: F:72.1 = Mr1: 4.70 < P 2: 68.1 x X .315 = 21.45 - Mg: 7.62 = Mr2: P 3:170771 4751 = 31.72 _ Mg: 7•62 = Mr3: 13.83 24.10 31.3 •... • • • • •.•• • • o NM Mt • • •• • • • • S. •• i O1A:relt 31.3 1'J Mf • • •• •• Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • • • • • • • • • S. •• •• • • • • • Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greyer tor; or equal to the Fr valves, for. rea of the roof, then the tile attachment method is acceptable. • • • •. . • • • •• • P3: xl: MIN MIN xw:F=n-W:I1=1I xcos 0:n=Fr1:�<_� NOA F' xw:= -W:�=� xcos 0:=Fr2: NOA F' xw:=n_W:r=n xcos El: E:1=Fr3:II<_LINOA F' re to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 - • S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b- - • on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X, Product Approval (NOA) Restoring Moment due to Gravity Mg - oduct Approval (NOA) Attachment Resistance Mf Produ ' pproval (NOA) Required Moment Resistance Mr Calcu : ed Minimum Attachment Resistance F' Product Approval •A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractorto provide thegwgerwith the required roofing permit, and to explain to the owner the content of the section. The')xo>,isibns of Section•R4402 • govern the minimum requirements and standards of the industry for roofing system ins4alleiioris. Addtionail;, the • following items should be addressed as part of the agreement between the owner ant t#rem•Itractor. Theowner's • initial in the designated space indicates that the item has been explained. • • • • • • •••• • • • 2. Renailing wood decks: When replacing roofing, the existingw • • •• f deck mayhave to be renailed in accordance with the current provisions of Section R4403. (he:oofde:k is usually, concealed prior to removing the existing roof system). • • • • • • • • • • • •• • • •• • •• • • • • • • ••• • 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. O-QQCR, (\( " a (6 I 1 Owner/Agent's Signature Date 1 "1q t4 E,0LO1- ST Wu1 1i Arne �1�1LESFL3313 tj Property Address Revised on 7/9/2009 LD;07/01/2015; for Signature Permit Number fr MIAMI COUNTY 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 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 gYion to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiCtioi *HJ). •....' • S. • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountP?dddct Control y' Etction• • • • i • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tie HP to have this product or material tested for quality assurance purposes. If this product or material fails to Tvaopn in tl�ebaccepted ' •• . manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel}c revoke, mg .. .. difyz or • � • suspend the use of such product or material within their'jurisdiction. RER reserves the right4orettoke tnjsaCFFptance • * if it is determined by Miami -Dade County Product Control Section that this product or matriatfatls to meet the .. •. requirements of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Flerida$uilding Code • 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 logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building. Official. This NOA renews NOA# 13-1217.01 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.i 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 1 of 34 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Materials Deck Type: 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 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 Dimensions 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" ASTM D 6163, Type I ASTM D 6163, Type I ASTM D 4601 Type II ASTM D 4601 Type II ASTM D 6164, Type I ASTM D 6163, Type I 66' 8" x 3' 3-3/8" ASTM D 6163, Type I Elastoflex SA V (1.5- 66' 8" x 3' 33/8" mm) Elastoflex SA V PLUS XtraFlex SBS Base SA Elastoflex SA P FR XtraFlex SBS G SA MIAMI•DADE COUNTY APPROVED ASTM D 6163, Type I 66' 8" x 3' 33/8" ASTM D 6163, Type I 66' 8" x 3' 33/8" ASTM D 6163, 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 • •••• SBS modified asphalt coated i berglass seinfoied base sheet. •' " • SBS modified asphalt coated fiberglass teinf•••. ®rced ; • • • • • ••• base sheet. • •••••• •• • Asphalt -coated fiberglass reinforced bat@ shcgt o o o o : • • • • • • A polymer woven, high'-perforrgance, sipi$hatic base sheet. •• • •• •••••• • SBS modified asphalt coated polyester reinforced base • sheet. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fire -rated, 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, 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 bitumen 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.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 2 of 34 Elastoflex SA P 32' 10" x 3' 3-3/8" Polyflex 32' 10" x 3' 3-3/8" XtraFlex APP S 32' 10" x 3' 3-3/8" Polybond 32' 10" x 3' 3-3/8" Polyflex G 32' 10" x 3' 3-3/8" Polyflex SA P 32' 10" x 3' 33/8" Polyflex SA P FR 32' 10" x 3' 33/8" XtraFlex APP G SA 32' 10" x 3' 3 3/a" Polyfresko G SBS SA 32' 10" x 3' 33/8" Polyfresko G SBS SA 32' 10" x 3' 33/8" FR Polyfresko G APP SA 32' 10" x 3' 33/8" Polyfresko G APP SA 32' 10" x 3' 33/8" FR PolyKool 32' 10" x 3' 33/8" XtraFlex Kool APP S 32' 10" x 3' 33/8" SA Polyglass APP Base 65' 8" x 3' 33/8" MIAMI-DADE COUNTY APPROVED ASTM D 6164, Type I ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222, Type I ASTM D 6222, Type I' ASTM D 6222, Type I ASTM D 6164, Type I ASTM D 6164, Type I ASTM D 6222, Type I ASTM D 6222, Type I ASTM D6222 Type I ASTM D6222 Type I ASTM D 6509 Type I Self -adhered, fiberglass reinforced, SBS 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 reinfo:oed,:APP modified bitumen membrane with a bui a tf•polyeth'ylene back face and a granule top surface'. • .... • . Self -adhered, polyester reinfo1 4,.APP mafltf ed bitumen membrane with a sel..edhiesing back face and • . • . . a granule top surface. • • • • ..• .. Self -adhered, fire -rated, polyester rlinforc• d, APP modified bitumen membrane pith a self-aelhMtlfig back face and a granule top surface...' : .. •• •• Self -adhered, fire -rated, polyester reinforced'AbPP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, fiberglass reinforced, 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.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 3 of 34 • . . • . • . 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, 55 gal, 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, 55 gal. or tube ASTM D3019 Type III ASTM D41 ASTM D41 ASTM D3019 Type III 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 cold 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 adhesioq designedefor use with modified bitumen membrdi? • • • . . A thick, fibered, rubberized flasliing c4th fii tor use.. •.. • dry or damp conditions. A thick, fibered, rubberized flashing cement tor use in . • dry or damp conditions. ••• A thick, fibered, rubberized fla!$ing cement. . •. . •• . . • . ..• . A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A mastic compound for use as a roof flashing adhesive. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 4 of 34 . 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 Fesco Board Multi -Max FA-3 SECUROCK Gypsum -Fiber Roof Board MIAMI-DADE COUNTY APPROVED TABLE 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 Inc.U.14, jaojyglass OSA, Inc. • • • Atlas Robfu2gCorp • .• • • •t1as Roofing Corp • .... • • .... • Gehtfit' • . . . • Gedtr&-Pacific! CsyFsum LL'C •' . • • Hunter Panels, LLC • • • • Hunter Pa•nels? LLC • • •'Johhis Man ' lla Corp. • Johns Manville Corp. Rmax Operating, LLC. United States Gypsum Corporation . •• • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 5 of 34 • APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners 12, 14 & 15 HS 2. Dekfast Galvalume Steel Hex Plate 3. #14 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. Manufacturer Dimensions f With Current NOA) SFS Iota, Inc. 2 7/8" x 3 ''A" Various 3" square 3.23 round 3" round Various 2'/s" x 3'''A" • • •.... • . •. .. . SFS JA�eci Inc•. •... ..•..• O1VIG,14. .• . • . • * * A enloh, Br nck & Co. U 'MC • • • Altenloh„Bry1Ck & C. U.S'.,• Irfc. Polyglass USA, Inc Polyglass USA, Inc .• NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 6 of 34 APPROVED SURFACING: Product Name PG200 Non-Fibered Roof Coating XtraFlex 20 Bituminous Roof Coating PG300 Fibered Roof Coating XtraFlex Bituminous Roof Coating Fibered PG600 Non-Fibered Aluminum Roof Coating PG650 Fibered Aluminum Roof Coating PG700 Elastomeric Roof Coating PG800 Non-Fibered Asphalt Emulsion Roof Coating XtraFlex 80 Emulsion Roof Coating PG850 Fibered Asphalt Emulsion Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating XtraFlex 65 Aluminum Roof Coating Fibered Polyplus 60 Premium Non- Fibered Aluminum Roof Coating XtraFlex 60 Aluminum Roof Coating MIAMFDADE COUNTY APPROVED TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non-fibered aluminum roof coating. Fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. An asphalt base, un-fibered clay emulsion An asphalt base, un-fibered clay emulsion An asphalt base, fibered clay emulsion Fibered aluminum roof coating. Fibered aluminum roof coating. Non-fibered aluminum roof coating. Non-fibered aluminum roof coating. Application Rate gal/sq gal/sq l'/2-2 gal/sq gal/sq ''-1 gal/sq 1'/2-2 gal/sq 1-l'A gal/sq 3 gal/sq in two coats 3 gal/sq in two coats 3 gal/sq in two coats 1'h-2 gal/sq gal/sq gal/sq ''A-1 gal/sq Specification Manufactur TAS 140 . . . . • .. . er • • rolyglass . . • . . •'1% l 40 • Milygla ass VSA, Ir¢. .... • . .... . . ASTIR D4479.' .Polyglass 1JSA, Inc. • . . • . . . . . . • ASTM D4479.".Palyglas's 1NA, Inc. ASTM D2824 Type I ASTM D2824 Type III ASTM D6083 ASTM D1227 ASTM D1227 ASTM D1227 ASTM D2824 Type III ASTM D2824 Type III ASTM D2824 Type I ASTM D2824 Type I Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10%12/17 Page 7 of 34 . 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 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. XtraFlex SRC 8000 Silicone Roof A single component, solvent, Coating moisture cure silicone coating. Gravel To be installed in a flood coat of approved asphalt at 60 lbs/sq Slag To be installed in a flood coat of approved asphalt at 60 lbs/sq • MIAMI DADE COUNTY APPROVED Application Rate 1-1 'A gal/sq Specification ASTM D6083 Manufactur er Polyglass • • •jJSA, Inc. • • • • •... • . . .. • • • • • .• 1-1'V2 gal/sq A'STMb6083 "•Folyglass • • LISA, Imo•..•: 1.25 gal/sq 1.25 gal/sq 1.25 gal/sq 1.25 gal/sq 400 lbs/sq 300 lbs/sq •... • • •... • • • • • • • • • • A'STM D6694 • • POlyglass • • • • •• ▪ •1JSA I • • pF • • • • • • • • ASTM D6694.' • . Polygla. s • tSA, Inc. ASTM D6694 ASTM D6694 N/A N/A Polyglass USA, Inc. Polyglass USA, Inc. Generic Generic NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 8 of 34 EVIDENCE SUBMITTED: Test Agency, Factory Mutual Research Corporation Trinity I ERD PRI Construction Materials Technologies MIAMI-DADE COUNTY APPROVED Test Name/Report 4470 4450 4470 4470 4470 4470 4450 4450, 4470 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D903 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D6862 'ASTM D6164 / ASTM D6222 ASTM D6164,/ ASTM D6222 ASTM D6222 TAS 114(D) — ASTM D1876 ASTM D6222 FM 4470 & TAS 114 ASTM D6163 / ASTM D 4601 TAS 114 & TAS 117 (B) TAS 114 & TAS 117 (B) ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6222 ASTM D4601 / TAS 117 TAS 114 & FM 4474 TAS 114 (H) ASTM D4601 / TAS 117 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6694 ASTM D6694 Report No. 2W7A7.AM 2D5A9.AM 3001334 3000857 3004091 3012321 3014751 3019317 3014692 . . . . . .. . .... • • .... 11752.09.99-r . . 02764.09.05 • • • • 02762.03.05: • 020841.06.04 P1734.07.06-1 1.. • : P1738.02.07 P1739.01.07 C8500SC.11.07 P10490.08.08 P10490.10.08-R1 P7400.03.08-R2 P10070.10.08 P10490.10.08-2 P33970.03.11 P33960.03.11 11757.12.00-1-R 1 11757.04.01-1-RI P37590.07.13-1 P37590.03.13-3A P3 7590.03.13-2-R 1 P37590.09.13 P45940.09.13 P41630.08.13 P13760.09.09 P45970.05.14 PUSA-061-02-02 PUSA-062-02-02 PUSA-064-02-02 PUSH-134-02-01 PUSA-135-02-01 Date 08.04.94 06.22.99 02.15.00 01.12.00 . V1'r2.00 br.29.07 06.30.04 • 08.05.03 . • • '02• .05.00 • IP9.09.05 03.30.05 . J12.27.07 . •.a2.e3.o7 01.23.07 11.30.07 08.13.08 10.03.08 10.09.08 10.09.08 10.30.08 03.15.11 03.15.11 04.29.13 04.30.13 07.02.13 03.06.13 02.05.13 09.12.13 09.04.13 08.06.13 09.10.09 05.12.14 01.28.08 12.04.08 02.27.08 05.16.14 05.16.14 • • . NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 9 of 34 . Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(5): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered to insulation. . • .. . All General and System Limitations apply. Roof accessories not listed in Table 1 of this IsLOA are nbt provet? • •: • and shall not be installed unless said accessories demonstrate compliance with prescriptive f loridaBYilDing • Code requirements and are field fabricated utilizing the approved membranes listed ip.T,Dte 1. Base Sheet: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastaned'to the:de'ck'Ts • described below: •• • Fastening: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" MAW tin caps gpaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows iri the center olihaslieet. • .. • • • • •• . •. • • Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFle?s,SB.S Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SAT, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered. Or 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: -52.5 psf; (See General Limitation #7) MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 30 of 34 • 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 Prpduct Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphaltapplied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the•feistening ppttegi of the top layer • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approV ed asphalt, panel si,'ze•.. • • • • shall be 4' x 4' maximum. • • • 4. An overlay and/or recovery board insulation panel is required on all applicatiglA ,gvvr closed 411 fob: • • • insulations when the base sheet is fully mopped. If no recovery board is used the base.sh'eet§hall bL.aned usit>g..., spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8�'mibb®ns in three rows, one ° at each side lap and one down the center of the sheet allowing a continuous area of ventilatlbn. Epcirapg of the• • • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allot cm%ventitation. Asph 4t,.,: • application of either system shall be at a minimum rate of 12 lbs./sq. • • ° • ° ° • ° • ° • Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the, Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS ` 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 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-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 34 of 34 I. TECHNICAL BULLETIN `POLYGLASS U.S Inc. Corporate Office 1111 West Newport Center Drive Deerfield Beach, Florida 33442 TeL (954) 233-1330 - Fai (954) 418-4453 Email`: technical@poly.glass.com Website: www.polyglass.com Technical Bulletin 2018-01 To: All POLYGLASS Users CC: POLYGLASS Sales & Technical Services Personnel Date: January 2, 2018 From: James E. Akins, CSI National Technical Services Manager RE: .... • • . • • • .... . .. . . . • .. • ..Ci... .. .. . . . • .... .• • . .... . . . . • • . • ..• .. .. •• • . . • .. . • . . . NEWLY Revised Polyglass Self -Adhered UL listing for Class A•as3embjt • . • This Notice is to inform all parties that Polyglass USA, Inc. recently received a NEWLY REVISED Class A, Combustible Fire Rating within Polyglass TGFU.R14751 for slopes up to 2:12. The NEW UL, Class A assembly, System #49, is listed below. 49. Deck: C-15/32 Incline: 2 Insulation (Optional): — Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board, any thickness. Base Sheet: — "ELASTOBASE", mechanically fastened or "ELASTOFLEX SA V FR", self -adhered. Ply Sheet (Optional): — "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or "ELASTOFLEX SA V FR BASE VENT", self -adhered. Membrane: — "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", self -adhered or "DUFLEX G FR", "XtraFlex APP Dual", "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or "ELASTOSHIELD TS G FR", heat fused. The newly populated assembly allows our users to adhere directly to combustible substrates, without the overburden of extra glass base plies, as previously listed. Should a project have a specific or special circumstance, please direct all questions to the POLYGLASS Technical Services Department or a Code and Compliance Representatives. ROOFING AND WATERPROOFING SYSTEMS P0LYGLASS M4l,f 0 R O-U7P JEA, 1/2/2018 MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Floaida.33175-2474 T (786) j 15-2590' F (i&61315-2599D • : • • Ail'w:miamidade.eo./economy • • • • • • •••• • • •••. • • •. .• • • • • • •• • • ••• •• • • • .' • This NOA is being issued under the applicable rules and regulations governing the use of co istrtiction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Producl.ContrA Section tote •..; used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (t�HJ). • • • . • . •. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1,through 8. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED 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 -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE • • • • • • • • • • • • • •• • • • • • ••• •• • • • • This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake" Concrete iReef *Tile, as... • • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Ai�ejtance..For 1pcatione:. • • where the pressure requirements, as determined by applicable Building Code, do not.e.xscati the design pressure • • •.• values obtained by calculations in compliance with RAS 127 using the values listedsia.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 Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking; high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. • • • • • • •• • • • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown 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 MIAMI•DADE 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 Agency Test Identifier 94-084 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 MANMADE COUNTY APPROVED 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 P0402 R 1.894/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 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) • • Static Uplift Testing TAS 10:� • • (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 102 (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) Withdrawal Resistance Testing of screw vs. smooth shank nails 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 ••. • • • • • • • • • • .2111 May 1994 • • •• • • Mirth, 1994 • • •• •• •• Feb•1995 I:eb. 1995 •• • • • • Maic'h71995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 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 Laboratoly ate lferform quarterly test . • in accordance ,with TAS 112, appendix 'A'. Such testing shall be submitted :W. the il l g Co....d: Compliance Office for review. • 3.4 Minimum underlayments shall be in compliance with the applicable Roofing ApfliitWtions % pd$rds listed • • section 4.1 herein. • • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular tohe e /of slope:ynlls statgc • • otherwise by the underlayment material manufacturers published literature. . 3.6 This acceptance is for wood deck applications. Minimum deck requirements half be in ccxnpliauce with • • •• the applicable Building Code.•• . • • . .. • 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Saxony 900 Slate, 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 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (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 - Mt (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" piyvrood) • '..... • •fattens ... : Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 ..SEW. • • .917.2 . '' 1-10d Smooth or Screw Shank Nail 7.3 • •$:8 - - 4.9 : • • 2-10d Smooth or Screw Shank Nails 14.0 • _1_8 s • • • 7.4 • • • 1 .#8 Screw 30.8 - A0,$- •18.2 --_ 2 .#8 Screws 51.7 •.5u• •,... 4.4 ... 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 •.243• . 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 �..••�4.8 , . . 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-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 s 3 1 , See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond'" 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-lbf) 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. • •• Table 7: Attachment Resistance Expressed as a Moment - Mt(ft-lbf) 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 WALE; FL ILAlfl .;. LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents'required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 13" • • • 1-5/32" (Slate) 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" 13" 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 SHAKE MIAMI•DADE COUNTY APPROVED . • . • • 1.-9/32" jShakg) .. • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE ... . . . . • .... . . . .. . . • .• • • • .. .. .... • . • • .... . . . . . • . . .. .. .. .. . . • . • • 13" . .. . . . . . . • • • . . 1-9/32" (Shake) 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) 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, g1Ui4iti,3175-2474 't (78¢r3.15-2590 'F'(9g6) 315-2W' ww.miamidade,oic/economy '. . .... . . .... . . S. •• • . • • • . • . ..• .. . . • SCOPE: •• • This NOA is being issued under the applicable rules and regulations governing the use of construction ntalgrdigs. Thee documentation submitted has been reviewed and accepted by Miami -Dade County RER - Podlg:i 4ontrdl Section to be..• used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ('AHJ). • .: • : • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done`in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMFDADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI-006-02-01 NEI-008-02-01 NEI-045-02-01 NEI-053-02-01 NEI-076-02-01 NEI-034-02-02 .... • . • .... . • . .. . • • . . ..• .. . • .... • . . . Product • • • • . • . Dessrription • .. • SBS self -adhering aspljtaltSlteet material with a . white glass re-enforcet polyester au -facing fabnc; for use as an underlayke eir sloped roof• • assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTMD4798&ASTMG 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 . • . .. • Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 01/29/13 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 • . • APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated • • • • • • • • • • • • Deck Description: 15/32" or greater plywood or wood plank • • • • • • • ••• •• • System E(1): Anchor sheet mechanically fastened deck, membrane adhered. ' .... • • •• ••.• • Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a plipiim 4" lead lap and,g:..' 6" end lap mechanically fastened to deck with approved nails and tin.aaps.6" o.c. 'at t$a:aps and • • • two staggered rows 12" o.c. the field of the roll. • • • Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3: head lap and minimY ,•..: • 6" end lap. Place the first course of membrane parallel to the eave, roliing tie mem» ana to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance• vaitb... applicable building code. BORAL TileSeal underlayment shall be installed in strict oo�ripliance with applicable • • Building Code. • • • • • • 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface wit. •��e� tC•free of irregularitiepo • • • • 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane. as a reco'er• bui may.lu.•. • applied over a roofing Base/Anchor sheet underlayment. • • 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof forblonger than 18u days'or �. application. • • •••• • • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are direotiv • . to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greatet llr r§:12". • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal. underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance: If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 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 SCOPE: This NOA is MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 § W 26 Street it'bpm 208 • • Miami, Florid'a33 f 75-2474• • • • .. T (786)315'L590 F j7'8Q 3t5-2599 •' vi yhi: midadelOvietonomv ... �. • . • •....• •••. ..... • • •...• IS.... • ;. .• •••••• being issued under the applicable rules and regulations governing the use of donlf ,ction rna�en�ls. Tl� documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Se; Lion to lie • • •; used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this. acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 .•.... • . •• •• •..•.. • • • • • • • • • S. •. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been, a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 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: SCOPE: Roofing Roof tile adhesive Polyurethane • • • •• • •• . •••••• • •••••• •••. • This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants,.Inc. as siesc J bed in this Notice of Acceptance. For the locations where the design pressure requirements, as dettrmined by aj,p building code, do not exceed the design pressure values obtained by calculations in compliance tttl=Roofing . di Application Standard RAS 127. For use with approved flat, low, and high profile roof tile sygtem � rising ICP • •• •le Adhesives Polyset® AH-160. •••• • . • • • •• •• PRODUCTS MANUFACTURED BY APPLICANT: •••. • •••••• • • • • S. • •.. • • • •• • •••••• .• 00000• • • •••••• • . ••••• • • ••••• •••••• • • OOOOOO • . OOOOO 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 NOA which 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 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Penn / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 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 Test Identifier Test Name/Report • •', Dntt• • • Center for Applied Engineering #94-060 TAS 101 ...... 04PQ,$/94i 257818-1PA TAS 101 •••... 12/16/96 25-7438-3 SSTD 11-93 •' • • • 10125/9.5 25-7438-4 "" 25-7438-7 SSTD 11-93 . 11./A2/9S 25-7492 SSTD 11-93 • • • 12/12/9/ • • • •• Miles Laboratories NB-589-631 ASTM D 1623 • . 01,k011/04 • Polymers Division • •' • . . •. • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 .•.... • • • •.•... • • ...... • . .... .. ••••• •••.•. • • ••••.. • • ••...• • . 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 61 G20-3 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 can t I•1b►A that 11s'L • ...... 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 APplttton section and the. • corresponding Placement Details noted herein. The roof tile assembly's adhesive attachx18$Pwith thr•e:of ICP: Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or e x cep •the resistance value . determined in compliance with Miami -Dade County Roofing Application Standards RA) •1.�17 The a$hesi 'e • ........ 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 Robfing Application ..... ; • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maipttaance Booklet. .• .. • • • • • • ... . 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesjyel 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 RTF 1000 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 minutes after ICP Adhesives Polyset® AH:160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 , • • Weithr • • ...... • Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches ' • • • • • ....� 41-656 •. •...... • Flat, Low, High Profiles #1 17-23 sq. inches •••... 45;65 • __ Flat Profile #2 10-12 sq. inches 4 . • • • • • 30' • • .. -..• Low Profile #2 12-14 sq. inches • . • � .30 •• . 0.4 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 granisp0Oaddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 gramsper bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • • • • • • • • • • • . .... . .. • • • . MIAMMDADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL# 1 Flat/Low Profile Tile • • • •.••.. •... • . • .. . . 1. Starting at the eave courso,•apply a mitf4pen2" '. • • (50.8 mm) x 10" (254 mm) x.1.".(25.4 mm) foam oo paddy onto the underlayryeitt positionad as.shown„0000under the strengthening rillL?dsest to the overlock •of the tile being set. • . • • .. 000000 ..•••• •••.• . 2. Continue in same manner. Insure approximately 17 • • (109.7 cm2) — 23 (148.4 cm2) square irxi•aihesive' .. • • contact with the underside of tte tile. S. • • .... • • •• •• • Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 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 MIAMIDADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile . • • .... .•..•. •.•. • . • •• . • 1. Starting at the eave course, anniv a minimdtt 24 (50.& • • •:. mm) x 10" (254 mm) x 1" (4 4 mm) foam 'faddy ;.•.. onto the underlayment posittmcl as showrn.udder the • strengthening rib of the tile closest to the Overlock of"; • • • the tile being set. Insure approximately l'7 (1'Q9.7 cm�"" — 23 (148.4 cm2) square inccahtasive contact with the • underside of the tile. • • , • : • • • • 2. At the second course, apply a mir imum1 (5Q.8mm " x 7" (177.8 mm) x 1" (25.4 mm) foam ptdd}r 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 tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 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 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 MIAMIOADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) .... .•• • • •• .... ...... High Profile / Single Pan Tile •. • • • • • • . .• • ..•.. •••S.. 1. Starting at the eave course, aill"a minimum.2" (50.8 . mm) x 10" (254 mm) x 1" (Ew. mm) fo3uw.pdy • • onto the underlayment positionips shown under the' •; • • • pan portion of the tile closertfc tlt oveigcle lithe ........... tile being set. Insure appro»ieaateLy 17 (109..... ...7.. cm2) . • •:. 23 (148.4 cm2) square inch'adhesive contact y'ith the • underside of the tile. •• • • •• • . .. • ...... • 2. At the second course, apply a minimum 2" (50.8mm) • x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile tale Medium Profile Tile MIAMNDADE COUNTY APPROVED .... . • •..• 1. On the eave course only, *fly a minimum 2" (50.$"'." mm) x 10" (254 mm) x 18 2b4mm) fg gaddy '. onto the underlayment positioned as shown, under. the strengthening rib for Oat 'Mg or un der t ke pan . portion of the tile for low ehlgh profile tine closest... to the overlock of the the be$iy set. L 'avv : • .:.. approximately 4" (101.6•il up from'the'E"ave • • • • • edge free of foam to preyenttl expanded adhesive •, from blocking the weep•holes. Insure• • • • approximately 17-23 intE1•d9.7-148.4.Gm) of ••...• adhesive contact with the underside of 414 file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tile MIAMI•DADE COUNTY APPROVED ••.. • .• • . • • ••••-.....• 3. Also apply a 2" (50.8 mry1;4(101•.6 .min) %" •. (19 mm).paddy on top of tlla ve cour•sep ie surface as shown, on top oili�e strengtheng rib• .... for flat tile or on top of triepa' portia1fdf the tile, closest to the underlock bfjl a first coterse of tile. • •;• Install second course ofine. lhsure approkiinatelX.•... 9 (58.1 cm2) - 11 (71 cm3)'s4 re inch adhesive . • contact with the underside of the tile«tit.tbepverlap• •. •. and 7 (45.2 cm2) - 9 (58' 1 Fm21 square inch • •...• adhesive contact with the underside o Dili file at ' • the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. , Steep pitch applications in contact with the pan tile. when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave closure (motor shown) Weephole Fasda Board Sheathing Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at cave line. Two Piece Barrel - High Profile Tile MIAMl.DADE COUNTY APPROVED • • • • . •• • Two Piece Barrel (Cap and' ht) Tile' cc' •. •.•• • • • • 2. Continue in same manner bringing Mogan 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. • • 1. Starting at the eave course; !apply ahjiiiinum 2': • • (50.8 mm) x 10" (254PaI) 1" (25.4 mm) foarti•:••• paddy onto the underl0Mit positioned 3s' shown under two adjacest•Rn tiles. Suepport ea e • •; • tiles from rocking unt; adhesive hgs a crane to' •• cure. • ••••• . • e • 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side, of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (10116 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