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RF-18-1326
Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Pert?' it NO. R F-5-18-13 26 Permit Type: Roof Work -Classification: ile/Flat Pennit Status:; APPROVED Expiration: 11/13/2018 Applicant 274 NW 93 Street Miami Shores, FL 33138- 1131010331120 Block: Lot: JUDITH GOLDSTEIN Owner Information Address Phone Cell JUDITH GOLDSTEIN 274 NW 93 Street MIAMI SHORES FL 33138- (614)537-2930 274 NW 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone CeII Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: Total Sq Feet: $ 20,000.00 2300 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO TILE AND FLAT TO FL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $500.00 $12.00 $4.50 $3.00 $4.00 $300.00 $9.00 $16.00 Total: $848.50 Pay Date Pay Type Invoice # RF-5-18-67575 05/17/2018 Check #: 12884 05/17/2018 Check #: 12885 Bond #: 3764 Amt Paid Amt Due $ 50.00 $ 798.50 $ 798.50 $ 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 an oning. FuthermI authorize the above_z amed co ctor to do the work stated. entr.? 711 '5' D /-PNr Adthorized Signatufe: Owner / f,pplicant / Contractor / Agent May 17, 2018 Date Building Department Copy May 17, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001878-2018 Permit Number. RF-5-18-1326 Scheduled Inspection Date: November 27, 2018 Inspector. Naranjo, Ismael Owner. JUDITH GOLDSTEIN Address: Project 274 NW 93 ST Miami Shores, FL 33138 Contractor. ISAACS ROOFING & INSULATION CORP ALAIN GONZALEZ ISAIAS OSVALDO DEL SOL Permit Type: Roof Inspection Type: Roofing Final Work Classification: Tile/Flat Phone Number. 6145372930 Parcel Number. 1131010331120 Phone Number. 3052345234 Building Department Comments RE -ROOF TILE TO TILE AND FLAT TO FLAT Checldlet Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee Is paid. November 28, 2018 For Inspections please call: 305-782-4949 Page 23 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 , INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL RE CEV`1EL MAY 17 2018 FBC 2(0 fl- %� Master Permit No. 2� �— r (W Sub Permit No. coQS-1 ❑ REVISION ❑ EXTENSION PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: Q..ri Oa) (12/-11'. City: Miami Shores County: Miami Dade ❑ RENEWAL ❑ SHOP DRAWINGS zip: 315D Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): ,s -+C9 � y_) , �`�{ � �� 2�(1 Phone#: [Ik) :9-% 3 Address: O l2 'e%A City: `PCs\\ State: I"IC1i(k Zip: 331D,-+ Tenant/Lessee Name: Phone#: Email: S"(0 C( iil(.tit < Co',m � J CONTRACTOR: Company Name: 5.5Qac a Phone#: 3 a5. aR3 .5�5 Address: l 1 a a5 5. O i x;.e. 1-a.A p dd City: Pal MC4 C5a Qualifier Name: FT1Q1 �!1 e•HoK12cL.-€? tate: FL_ Zip: Phone#: 3o5 . a-3'-1 . S D-3*--1 State Certification or Registration #: ) 3 a-S 55 (o Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ? 0 I d ©O ri Square/Linear Footage of Work: ? 30 O Type of Work: ElAdditionAddition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: 1{ — Cc) crc •4-b \ .e, z Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, OWNER or AGENT The fore. ng instrument was acknowledged beforemethis , day of#14 ,20 (0 ,by *Tad 1 s2 heO doe•fhwho is personallyknownto me or who has produced 031' 2 2.727(45. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: .ahung oar"V P14s,•s IVONNE LANDERO ci �e. s = Notary Public . State of Florida I Commission # GG 006859 4, My Comm Expires Jun 28, 2020 *********** APPROVED BY * as CONTRACTOR The foregoing instrument was acknowledged before me this L' day of alk" ,20 I Y ,by 0-1(ikon C'1ewho is personally known to me or who has produced f`'11 Ca 6 O 111c1. s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** Plans Examiner Structural Review JENNIFER FADUL Notary Public - State of Florida Commission # GG 171862 • :* My Com�'*Eise*,i2* * eetiroigh Najona NoarvAssn. Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County FTHE PROPERTYAPPRAISER WOJIr OFFICE Summary Report Property Information Folio: 11-3101-033-1120 Property Address: 274 NW 93 ST Miami Shores, FL 33150-2236 Owner EAGLE RIVER HOMES LLLP Mailing Address PO BOX 3598 HALLANDALE, FL 33008 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,839 Sq.Ft Living Area 1,807 Sq.Ft Adjusted Area 1,559 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $90,391 $90,430 $90,469 XF Value $2,264 $2,292 $1,798 Market Value $295,853 $295,920 $242,070 Assessed Value $292,904 $266,277 $242,070 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $2,949 $29,643 Note: Not all benefits are applicable to all Taxable Values ( .e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 10 & E1/2 LOT 11 BLK 135 LOT SIZE 75.000 X 123 OR 17931-1503 1297 1 COC 21894-3158 11 2003 4 Page 1 of 1 Generated On : 5/10/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $292,904 $266,277 $242,070 School Board Exemption Value $0 $0 $0 Taxable Value $295,853 $295,920 $242,070 City Exemption Value $0 $0 $0 Taxable Value $292,904 $266,277 $242,070 Regional Exemption Value $0 $0 $0 Taxable Value $292,904 $266,277 $242,070 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 07/21/2014 $242,369 29246- 2936 Qual by verifiable & documented evidence 07/16/2013 $225,100 28928- 3624 Financial inst or "In Lieu of Forclosure" stated 04/18/2012 $100 28113- 0038 Corrective, tax or QCD; min consideration 11/01/2003 $0 21894- 3158 Sales which are disqualified as a result of examination of the deed 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: https://www.miamidade.govipropertysearch/ 5/10/2018 Prepare by: Charles Z. Kalchman, Esq. 17071 West Dixie Highway North Miami Beach, FL 33160 Return to: CFN: 20180271863 BOOK 30967 PAGE 3807 DATE:05/07/2018 10:55:27 AM DEED DOC 3,210.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Global Title Alliance, LLC 2000 NW 150th Avenue, Suite 1100 Pembroke Pines, FL 33028 954-362-8985 [Space Above This Line For Recording Data] WARRANTY DEED This Indenture, made this 30th day of April, 2018, between Eagle River Homes LLLP, a Florida Limited Liability Limited Partnership whose post office address is 17071 W. Dixie Highway, North Miami Beach, FL 33160, Grantor, and Matthew A. Citriglia a single man and Judith Goldstein a single woman whose post office address is 274 NW 93' Street, Miami Shores, FL 33138, grantee: (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees.) Witnesseth, that said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to wit Lot 10 and the East 1/2 of Lot 11, Block 135, of MIAMI SHORES SECTION NO. 6, according to the Plat thereof, as recorded in Plat Book 10, Page 39 of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3101-033-1120 Subject to taxes for 2018 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any, without reimposing same. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever And the Grantor, hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. Miami Shores Village 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: Property Address: Date: 5 1 1 0 I I% Roofing Permit Number: Dear Building Official: � �) �1�C %�C��� l certify that I am not required to retrofit the roof to wall connections of my building because: /The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) -nature = 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. Swom to and subscribed before me this day of kay 1 Za i _ _ _ _ _ _ _ _ _ _ _ _ , ' ,NI/IIINN/ gip'", L IVONNE LANOERO ?,�•�\� Notary Public -State of Florida Notary Public, Sate of Florida at Large •�' Commission # GG 006859 6 •••'�ilf.A. `�� My Comm. Expires Jun 28, 2020 � •'•/Iwn`` • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bridal wit neroolgtnierenvitifrtamonriArgr4 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 Low slope roof area (ft.2) 3 lIAMI�DADE "Denvering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building & Neighborhood Compliance Department ❑✓ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type ❑ New Roof ✓❑ Re -Roofing ❑ Recovering ❑ Repair Are there Gas Vent Stacks located on the roof? 0 Yes ✓❑ No Roof System Information Steep Sloped area (ft.2) 800 RECEIVED MAY 17 2018 ▪ Mortar/Adhesive Set Tile ❑ Wood Shirgles/hakes • . . .. . . ... • . .. . . . . . ❑ Maintenance. • • • • . . . ... . If yes, what type', E Natural LI LPGX . 1500 Section B (Roof Plan) Total (ft.2) . . . • • • . . • . 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'): 3 Corner Size (a' x a'): 3'x3' 3 26' Flat 18' Tile 18' Flat 30' 16' 18' 30' CZ 0 E w 1- APPROVED ZONING DEPT STATE AND COl1NTY RULES AND REGULATIONS Section C ROOF SYSTEM MANUFACTURER: Product Approval (NOA): COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "O.frivei.ing 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: Polyglass 17-1004.09 System Type: 17.1 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 (P2) Perimeters: (P3) Corners: psf 108 psf psf Maximum Design Pressure From NOA: 52.5 J Roof Slope: 1/8 " : 12 Roof Mean Height: Parapet Walls: 0 No ❑ Yes Parapet wall Height: psf 10 Deck Type: -5/8" Plywood — Support Spacing: t " o/c Alternate Deck Type: Existing Roof: 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): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): Elastoflex SAV FR Ply Sheet Fastener / Bonding Material: selfadhered ft. Elastoflex SA P FR Top Ply Fastening / Bonding Material: self adhered Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: " 1/2 Sheet Width: • • No. of Single Ply 1/2 sheets: • • • • •• • Single Ply Membrane Fastening / Bondieg Maierial: • • • • •••• • ••• • • • •• • • ••... • • • 0 FASTENER SPACING FOR BASESMEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMETT: • • •• •• •• 1. Field: 2. Perimeter: 3. Corner: " o/c @ Laps & 6 "o/c@Laps& " o/c @ Laps & rplig • " o/c •• • • • • • • •. • • • • rows " de • NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: ® 2. Perimeter:® 3. Corner: EJ 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: --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 T — 4 MIAMI DADS 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 Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. Elastoflex SA P FR Elastoflex SAV FR Elastobase . • •• • • • • • • • • • • • •• • • • • • • .• . . •• • • •••• • • • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • n/a• Parapet Wall Heigh. ••_ 11• • Mean.Raof; Heiglrt 11 ° • • • • • • • • • • • Tile Roof System sk MIAMI�DADE ' 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): 16-0711.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 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: 3 Roof Mean Height: "/12" 12 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- • • .... • .. Z Deck Type: I. •••• --5/8" Plyvll44�:. • ' • .. Optional Insulation: • .... • • . . I n/a ... . 1' � .. Optional Nailable Substi te:• In/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: Barcelona 900 Section E MIAMI-D DE COUNTY "Delivering,Excellence Every Day" 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. P1: P 2: P 3: 39.1 68.1 100.7 xX xX xX .315 .315 .315 12.32 21.45 - Mg: - Mg: - Mg: 7.62 7.62 7.62 = Mr1: = Mr2: = Mr3: 4.70 13.83 24.10 < 31.3 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf •••• � IOAMf •••••• •• • • • • • • • • .• • • • • • ••.• • Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr val'ues,1or• • eac - rea of the roof, then the tile attachment method is acceptable. • • •• •• •. P1: P2: P3: x xl: X w: X W: x - W: =1 I - W: =1 1 - W: • • • x cos 9: ®= Fr1: 111-11 • • • xcos 9:iJ=Fr2:<_ x cos 9: = Fr3: re to Obtain Information to complete tile calculations EPP • • • • •li(9A F' • • • •N6A F' <_1 NOA F' 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. -d on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 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) TECHNICAL BULLETIN POLYGLASS U.S.A., Inc. Corporate Office. 1111 West Newport Center Drive Deerfield Beach, Florida 33442 TeL (954) 233-1330 - Fax (954) 418-4453 Email: technical@polyglass.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: NEWLY Revised Polyglass Self -Adhered UL Listing for Class Aassembiie•s •• ••• • . . • . .. .. This Notice is to inform all parties that Polyglass USA, Inc. recently rece4ve�•a NEWLY •• REVISED Class A, Combustible Fire Rating within Polyglass TGFU.R14151•fo'r 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 POLYGLASS MANY )� GROUP JEA, 1/2/2018 • 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/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 - Prpduct Contrdl•$gc,tton to Iv... used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction • •.• •' •• • • • •• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County & . ct Contra) Section. (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve thteright to have tkis • • product or material tested for quality assurance purposes. If this product or material fails to Ikif tnn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediateT} te4oke, iMdi.fy, 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 materiahff 1s 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 BuildinrGode including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI-UADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 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 Applicant Barcelona 900 Trim Pieces Dimensions Length = 17" Width = 13" '/2" thick Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Test Specifications TAS 112 Type —1 a TAS-112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P0631-01 MIAMI.DADE COUNTY APPROVED • • • • • •• • Yroauct DeesiIiption • • •••• • ••• • . • •• • •• • • • • • High profile, interloekitig, one-piece, '§' shapod • • • high-pressure extru1113rcicrete'itpe equipped with three nail•hotes. For § deck• •: • or battened nail-on:methpnically fa.siened,• mortar set or adhesive sit appliVRlttie • • • • • • • •• • •• •• Accessory trim, boosted Barceloma,•ooncrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 3. LIMITATIONS: IC-1320-94 25-7688-3 25-7688-10 25-7688-5 Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) 25-7688-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) 520111-3 Static Uplift Testing 520191-2-1 TAS 1Cd .•. •• • Calculations Aerodynamic Mealtiplier Evaluation Restoring Moments ni a to Calculations Gravity • RT0617.03-16 TAS 11'2:••: •• •• • • • Feb. 1995 June 1996 July 1996 June 1996 June 1996 • • lei. 1998 •1tRdirch 199'9' • •: • • •.019:01/16 • t 9/01/16; • • • • • • ••••06f29/16••:••• • • • • • • 3.1 Fire classification is not part of this acceptance. • • • • •• • • •• • •• • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 11113.44/ required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 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 applicable building code. MIAMFDADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 4. INSTALLATION 4.1 Barcelona 900 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 ) i Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application• Barcelona 900 0.286 • • •Q!3Q1 • • • .. .. . Table 3: Restoring Moments•due to Gravity - M9 (ft-Ibf) ' t Tile Profile 2":12" 3":12" 4":12" 5":12" 6":912T'• •••••• • 7":12" or••: •.• . ..., greater ..., Barcelona 900 ' Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battenl••Ipirpct • Deck Battens • • • Direct Deck • i 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92: 060 '5.76 6.42., .. . . . . Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 ' , Table 5: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/z° from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance .... Barcelona 900 Adhesive' 29•611.••• •••, • 1 See manufactures component approval for installation requirements. '..' : . •.. , 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. '..' : ... 4 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy. 8 grams. . . . Table 7: Attachment Resistance Expressed as a Moment - Mf'(ff--fbf) • • • 4 . •for Single Paddy Adhesive Set Systems •••••• .••. • •••4 Tile Profile Tile Application :i1}Itnirium Attachment ' 'Resiiapro • • • • • Barcelona 900 ICP Adhesives Polyset AH-160 • . . • : 66.53. . ICP Adhesives Polyset AH-160 3$74.• 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set5 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 . . .. • • .• • .. . • .. . 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS ... • . • • 01100 . .. . . . ... . •. 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 bui'ldirog code+n o'rder to properly evaluate the installation of this system. • • •• • MIAMFDADE COUNTY APPROVED . • • • . . • . .• . • . . . • • . . • . . . • • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL. HOLES 17" UNDERLOCK OVERLOCK . 3 5/8 " . •. • ..• ..• 13" • 6 • • BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED .... • . .. .. • . . • • • • • ..• • • . • • • ... • .. • • • • • . • • • .. . • • • .. . • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 c4JjNrYi 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.aov/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 hgne this product or material tested for quality assurance purposes. If this product or material fails to perfornnin tlfe.accepted Manner, the •: • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or ctisiidti the use •. of such product or material within their jurisdiction. RER reserves the right to revoke acceptance, if if i? • • • determined by Miami -Dade County Product Control Section that this product or material faij% iq meet tiie requirement9 • • of the applicable building code. • • • • •' • • This product is approved as described herein, and has been designed to comply with'f '' �orida•fitlild=ng Cede • • • 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, 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. MIAMIDADE 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 ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Dimensions N/A N/A Test Product Description Specifications • • • • • • • • •••• TAS 101 Two component polyxrethane foam.adhesive . • • • .• PRODUCTS MANUFACTURED BY OTHERS: • Dispensing Equipment . . . • • Dispensing Equipmdtit; • •; •• .. • • • • • • • • • - • ••• • •• • • - • • • • • • • • • • •.• • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which listatTachment 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.3 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. MIAMIOADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test A2encv Test Identifier Test Name/Report Date Center, for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 4 ¶ 7f6'/94 01-6739-062b[1] ASTM E 84 �•••�• 01/1.6 25 • . . • •• • Trinity Engineering 7050.02.96-1 TAS 114 •03/1.4/96 • • P36700.04.12 ASTMD 1623 • •••.• 94/12 • ' P39740.02.12 TAS 101 •.'. 02/28111 /12 . . TAS 123 • • . "' . • ••••• • • Celotex Corp. Testing Services 528454-2-1 TAS 101 • • • 10/2%98 • •• 528454-9-1 • 528454-10-1 • • • ▪ •• •• • •• • • • 520109-1 TAS 101 12d2808 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. MIAMIOADE 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 RTF 1000 dispensing equipment is tequi;ed befc 1ication.... • of any adhesive. The mix ratio between the "A" component and the "B" component s1141j be maintained.between • • • • 1.0-1.15 (A): 1.0 (B). • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense! ¶T)*T000 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 minute $ aver ICP Adh sives Polyset® AH-160 has been dispensed. • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accDrdactce withthe 'Placement Details' herein. Each generic tile profile requires the specific placement not&d herein. • • • • • •• • • • • • .• • • 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 •I•••• •••••• ••.•• .17 gran per bead • • • • •• • ••• • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .. • • • •34 grail% MP' pan* LABELING: •.•• . . ..• .. ' All approved products listed herein shall be labeled and shall bear the imprint or identifiable (harking of t1..:. manufacturer's name or logo and following statement: "Miami -Dade County Product Control:Appfoved" 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. MIAMIOADE COUNTY APPROVED .•. • • • ... • • ... • • • .. • • '. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • MANMADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 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. apply a minimum 2" • • (50.8 mm) x 10" (254 nnm)a.f" (25 YAM foam • . paddy onto the underlayrn®i!t•tositioned jas howlt • • • • under the pan portion o1 the•tile closest to'the . overlock of the tile beinret •: •• . 2. Continue in same manner. Insure apprpichpately 1,T • • • • (109.7 cm2) — 23 (148.4 cm2) square % t 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 MIAMI ADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mni) 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 pf,tbe tile being set. '• . . •. 3. Continue in same manner. dr►alre•approximately 10' (64.5 cm2) - 12 (77.4 cm2) sgetttti'inch adh6ive • contact with the underside 01118 tile. ' • . .... '' ... . Medium Profile / Double Paq,'ri.,_ ... . • • • • • • . . . • .• 1. Starting at the eave course,.apply a minimum �" (50 mm) x 10" (254 mm) x 1" 45.4 mm) font paddy • onto the underlayment positioned as shoOti 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 . ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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 unde rAepan portion of the tile closest to the pverlock gf•t. * tile • • • being set. • •• • • ••• • •• •• • • •• • 3. Continue in same manner. dasune•approximately 17'� (109.7 cm2) - 19 (122.6 cm.2 j sieve inctia Wive • 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 RaVLow Profile Tile Medium ProtlieTile MIAMIOADE 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 >xir;if '� .1 " (25.4 mm) foam paddy onto therlderlayme n iu•st below •• • the second course line Do sitioned foey�,patdy • under the strengthening•) fig flat tile, gr under the . pan portion of the tile, closest to the.underlock for • the second course tile td be installed: •insure approximately 8-9 in2 ($1! r5$.1 cm4y df aOhesive•' • • contact with the underside ePthe tile. •' . • .. . . • • • • . (Instructions continued on riex t 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) Nadthrov ipiasdc • A• i Singlepaddyunder tpe (when required) I �I‘ r. Eire l� Weephole Ease course t0ln. Tll High Proflee IA MM OADE COUNTY APPROVED Paddy (between dks) Paddy Mader t le► Live donne 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3" (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. .... • • • •••• •• • • • • ..••• • • • ..• • • • • • •••• • • • .. • . • ••• • •• • • .. .... • • • . • • • • • • • • • • • • .. • .. • • • • • • 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. in contact with the pan die. 2) ium covers upside down: Place adhesive1n to 1 in. from outside edge of cover tile. Then install the die. Ensure 20 to 25 sq. in.contact area. Underlayment Eave closure (motor shown) UleephoM Fascia Board Steep pitch applications when required) Remove top portion of dre nve course cover die. Abut to second course of pan dies. Ensure eave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile MIAMIOADE 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 dov0i1 exposing.the th derside •. of the tile. Apply a mintiIiM 1" (25'4 miff) x l it • • • • (254 mm) bead of adhesive airectl on the inns: edge of each side of tire` igyer tile.iesve • approximately 3/4" (19.iw),to 1"425.4;pm) • • from the outside edge•ofthe'tile, inwafd•Yree of foam to allow for exprsin • • •' • • • 4. Turn cover tile over after foam is 2pplied and • place onto pan tile course. h3sure afiflaihtum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • • • 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 SCOPE: 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.gov/economv 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 Connriol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to Him alit product or material tested for quality assurance purposes. If this product or material fails to pecrorrn in tha accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatety revoke, modify? or suspend the use of such product or material within their jurisdiction. RER reserves the righttoltboke this tceptancg....: if it is determined by Miami -Dade County Product Control Section that this product or matanarfails 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 $'Itilding Ce4c 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 aridfollowing 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 ienewes 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. MIAMIDADE COUNTY APPROVED Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. 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 • • • . . .• . • .... . . Test Name/Report • • • • Follow up Service ...•. • TAS 103 . . . TAS 103 • . TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 . • . . . .. . • • • • ..•. • ..• . . . • • • • . .• . . • Date ... ¶28/02, ro2/28/02 .. tr4/01 /02 . • •.d7✓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: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MIAMN]ADE COUNTY APPROVED No nails or tin caps shall be exposed. Wood, non -insulated 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane 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 lapsartd laps without black selvage area shall be sealed under lap using an SBS motlifiedlnastic.• • • • .. . . ... . . . Note: When used in Tile roof systems BORAL TileSeal Underlaymeut §1:41j be bacl ailed to • deck with approved annular ring shank nails and tin caps at a maximum4'.o.c. at the siile laps..• • Approved for Approved Adhesive Set Roof Tile Systems, MechanicaPlly F9stened Roof'Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblieeg: • • . •• • •. . .• • . . . . • • • . • • • • • 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 with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 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 Ngjj. p f Acceptaticc listing..: BORAL TileSeal underlayment as a component part of an assembly in the Notice of•AAccptance. If BORAL • TileSeal underlayment is not listed, a request may be made to the Authority Havinv deirisdictiorr (ARV or tie • Miami -Dade County Product Control Department for approval provided that apprt pfitte documentation •is: • •. provided to detail compatibility of the products, wind uplift resistance, and fire testing risMts'.: : ..••• 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any lopSe..pking • pangls. 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 Doing olling•the membra:rg•..: from the center outward in both directions. For ridge applications, center the membrane and roll frbrn, 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 f MIAMID 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.¢ov/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 rgvoke, ni9iliJy7or suspend the use of such product or material within their jurisdiction. RER reserves the right to 1e'oke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or matanial foils to meaf tliie requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the FlcaiddBaiildin:ggaq 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; cit./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.: 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 Product 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" Test Product Specification Description 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" ASTM D 6163, mm) Type I Elastoflex SA V 66' 8" x 3' 33/8" ASTM D 6163, PLUS Type I XtraFlex SBS Base 66' 8" x 3' 33/8" ASTM D 6163, SA . Type I Elastoflex SA P FR 32' 10" x 3' 3-3/8" ASTM D 6164, Type I XtraFlex SBS G SA 32' 10" x 3' 3-3/8" ASTM D 6164, Type I MIAMI-DADE COUNTY APPROVED SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated fiberglass reinforced base sheet. ."". Asphalt -coated fiberglass reinforced base shoat . A polymer woven, high perfynwnce, synthetic base: sheet. . • • SBS modified asphalt coateapoIyesterteit o ed b ••• . sheet. • Self -adhered, fire -rated, fiberglass reintzia.SBS modified bitumen membrane wfb a self -adhering bJ • . • ••• 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" ASTM D 6164, Type I Polyflex 32' 10" x 3' 3-3/8" ASTM D 6222: XtraFlex APP S 32' 10" x 3' 3-3/8" ASTM D 6222 Polybond 32' 10" x 3' 3-3/8" ASTM D 6222 Polyflex G 32' 10" x 3' 3-3/8" ASTM D 6222 Polyflex SA P 32' 10" x 3' 33/8" ASTM D 6222, Type I Polyflex SA P FR 32' 10" x 3' 33/8" ASTM D 6222, Type I XtraFlex APP G SA 32' 10" x 3' 33/8" ASTM D 6222, Type I Polyfresko G SBS SA 32' 10" x 3' 33/8" ASTM D 6164, Type I Polyfresko G SBS SA 32' 10" x 3' 33/8" ASTM D 6164, FR Type I Polyfresko G APP SA 32' 10" x 3' 33/8" Polyfresko G APP SA 32' 10" x 3' 33/8" ASTM D 6222, FR + Type I PolyKool 32' 10" x 3' 33/8" XtraFlex Kool APP S 32' 10" x 3' 33/8" SA ASTM D 6222, Type I ASTM D6222 Type I ASTM D6222 Type I Polyglass APP Base 65' 8" x 3' 33/8" ASTM D 6509 Type I MIAMFDADE COUNTY APPROVED 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 reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Self -adhered, polyester reinforced, AP1 ftft i Ded bitumen membrane with a:elf•adhering MN face all • •: • •• • • ••• a granule top surface. • • • • ••• • Self -adhered, fire -rated, palyester reinforced, APP • modified bitumen membrane Vit11 a self gdge4ing back • face and a granule top surface.• • • • • • • • • Self -adhered, fire -rated, polyester reinforce, modified bitumen membrane nit self -adhering back • • face and a granule top surface. • •• • • • Self -adhered, fiberglass reMfpfce 1, SBS modified • • bitumen membrane with a self -adhering bacl. 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 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 cgmeDP for use with modified bitumen mein:Ades. • • • A fibered rubberized adhesila designed for use with modified bitumen membranes• • • • • A fibered rubberized adhesive signed ford se wit modified bitumen membrane • • • • • � • ••. • • • A thick, fibered, rubberized flashing c gj.. • • • • A thick, fibered, rubberized flashing ceiiienti 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 USA, Inc. Polyglass USA, Inc. Atlas Roofing Corp Atlas Roofing Corp Generic Georgia-Pacific Gypsum LLC Hunter Panels, LLC Hunter Panels, LLC Johns ManvillerCorp. • • JOTw•s Man ' 11e Corp. • •Rpax Operating;LLC. • • United St �tes Gypsum • • • • • • • Corppr ttt5A • • • • • •• •• ••• • • • • • • • • • • • •• • •• • • • • •• • • • • • � • • • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 5 of 34 • APPROVED FASTENERS: Fastener Number l.i 2. Product Name Dekfast Fasteners 12, 14 & 15 HS Dekfast Galvalume Steel Hex Plate #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 MIAMFDiADE 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 (With Current NOA) SFS Intec, Inc. SFS Intec, Inc. OMG, Inc. 2 7/a" x 3 '/4" Various 3" square 3.23 round 3" round Various 2 7/8" x 3 '/4" OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. Altenloh,Bfirick & Co. • • • U•.S'•.7 Inc. • Polyglass•USA, Inc .• . .••. . '....PolyglIsS'I9SA, 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 MIAMI-DADE 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 1'/2-2 gal/sq 1'/2-2 gal/sq Specification Manufactur er TAS 140 Polyglass USA, Inc. TAS 140 Polyglass USA, Inc. 1'/2-2 gal/sq ASTM D4479 Polyglass USA, Inc. 1'/2-2 gal/sq '/2-1 gal/sq 1'h-2 gal/sq 1-1Y2 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 1'/2-2 gal/sq Y-1 gal/sq '/2-1 gal/sq ASTM D4479h : ' :Polyglass • •1J$A, Inc. • • . . .. . • . . . • •. • • A•gotii D2824 • • •Polyglass ..TJ'AI✓ I ••• U$A, InF•:••• ASTM D2824 P61yg1aSS • •: • `i'}pti III 'USA, Inc. • • • P STIv1, D60831 • POlygla9s •• • •••otJ A, Inc. . • ASTM D1227 ASTM D1227 ASTM D1227 ASTM D2824 Type III ASTM D2824 Type III ASTM D2824 Type I ASTM D2824 Type I Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 7 of 34 APPROVED SURFACING: Product Name Polybrite 70 Premium Grade Elastomeric Roof Coating XtraFlex 70 Premium Acrylic FR Roof Coating Polybrite 90 High Solids Silicone Roof Coating XtraFlex SRC 9600 High Solids Silicone Roof Coating Polybrite 95 Silicone Roof Coating XtraFlex SRC 8000 Silicone Roof Coating Gravel Slag MIAMI•DADE COUNTY APPROVED TABLE 4 Product Description A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium grade high solids, single component, moisture cure, fluid applied silicone coating A premium grade high solids, single component, moisture cure, fluid applied silicone coating A single component, solvent, moisture cure silicone coating. A single component, solvent, moisture cure silicone coating. To be installed in a flood coat of approved asphalt at 601bs/sq To be installed in a flood coat of 300 lbs/sq approved asphalt at 60 lbs/sq Application Rate 1-1'/z gal/sq ASTM D6083 1-1'/2 gal/sq ASTM D6083 1.25 gal/sq ASTM D6694 1.25 gal/sq ASTM D6694 • • • • •. • • 1.25 gal/sq Specification Manufactur er Polyglass USA, Inc. • • • • • ASTM fl6694 • Polygla$g••„ •••••• :•••{J.SA, Iric. • Polyglass USA, Inc. Polyglass USA, Inc. • polyglass • • tJA, Inc. 1.25 gal/sq P.S�'It,4,D6694 • • • 400 lbs/sq : tsIt1 • • • • • •• NPA •• • • • • • • • Polyglacs: • • • • OSA, 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 11752.09.99-1 02764.09.05 02762.03.05 020841.06.04 .'. P1734.07.06-Rf • • P1738.02.07 • P1739.01.07 .... C8500SC.11.d .•••' P10490.08.08 • P10490.10.08-R1 •. P7400.03.08-Ft'' : P 10070.10.0Z P10490.10.082. • P33970.03.11 *P33960.03.11 11757.12.00-1-R I 11757.04.01-1-RI P37590.07.13-1 P37590.03.13-3A P37590.03.13-2-R1 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 PUSA-134-02-01 PUSA-135-02-01 Date 08.04.94 06.22.99 02.15.00 01.12.00 01.12.00 07.29.07 08.27.03 06.30.04 08.05.03 02.08.00 09.09.05 'Q8.fl2.04 •'01.'1'Z.07 0?•.05.07 . 01.23.07 . :'ffit.o7 ••0$.1108 10.)5.08 • 1 Q.09.08 • E49.08 .L0.30.08 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 • APPROVED ASSEMBLIES: Membrane Type: Deck Type 1I: Deck Description: System Type A(1): SBS/APP Wood, Insulated 19/32" or greater plywood or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.. All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Anchor Sheet: Fastening #1: Fastening #2: One ply of Elastobase, XtraFlex SBS Glass Base, Polyglass G2 Base, Polyflex*, XtraFlex APP S*, Polybond* or GAFGLAS #75 fastened to the deck as described below: *with OMG fasteners and Flat Bottom Metal Plates. Attach base sheet using 11 ga. annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Attach base sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates', Uekfast 14 with Galvalume Steel Hex Plates or Polygrip Fasteners #14 wit Poihrip He: V.lates or • • Trufast #14 HD Fasteners with Trufast 3" Metal Insulation Plates wsl•12" o; j1 4" la% • and 12" o.c. in two equally spaced staggered rows in the center of the.theet. One or more of the following .... . . .... • • Base Insulation Laver (Optional) Insulation Fasteners (Table 3) ; • • • Any approved Polyisocyanurate listed in Table 2 • . • . ••• • . • Fastener . • Depsitvlft2 • • • . • • Minimum 1" thick N/A • • • ,, •. •A1/A • • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board Minimum 1/4" thick N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 Ibs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. MIAMI•DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 10 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 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: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V P> US,•xtraFlexSB 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, Polyfre§lig 3 APP ySA,'12.solyfresio• • • • G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS•Q.S47 P, PolyKool, XtraFlex Kool APP S SA Polyflex SA P FR or XtraFlex•AfT•9 SA, ' " • Or One ply of Polyflex G, torch -applied Surfacing: • .. . • (Optional) Install one of the approved surfacing products listed in Tnblaato obtain desired coating or required fire classification. • •• • Maximum Design Pressure: -52.5 psf; (See General Limitation #7) • •• 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 Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size 'shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 ventilgtj . Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. . •....' Note: Spot attached systems shall be limited to a maximum design pressure of -4s psf.: • • • • •• 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Foree f 1:'j'value of275•1bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener valde,'d5'fleld-tested, are be1Qw...; • 275 lbf. insulation attachment shall not be acceptable. •""• ' 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachrn! onto s baseball a mninimorn. • fastener resistance value in conjunction with the maximum design value listed withinAggec'Ific systertl. $houlj the fastener resistance be less than that required, as determined by the Building Offrcial,z revised fastener •' • spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Arohiteotor Registered Roof Consultant may be submitted. Said revised fastener spacing shall utOizeottp withdrawal • • resistance value taken from Testing Application Standards TAS 105 and calculations iii'conipliancdMb•Rooffhg • •• • 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 shallbe 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 61G20-3 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 "DeliveringtExcellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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. C'1 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zone51 a the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof sy, tem)•.. • • • • • • 3. Common roofs: Common roofs are those which have no visible delineativrl betweett neiihboring•: • units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofingcontracter and/oi • • owner should notify the occupants of adjacent units of roofing work to be performed'....' . '4. Exposed ceilings: Exposed, open beam ceilings are where the underside.cftht roof detktng cambia. • viewed from below. The owner may wish to maintain the architectural appearance; ;112'lre, roofing nail •. penetrations of the underside of the decking may not be acceptable. The owner provles th.e options • • maintaining this 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. SCE 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7: Ventilation: ,Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature; Contractor's Signature: Date: 5_ Permit Number: Property Address: q3 "` S+me -n amishyFL 33/ro