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RF-18-2068
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pei mit Issue Date: 8/17/2017 Permit NO. RF -8-17-2068 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 02!13/2018 Parcel Number Applicant 75 NE 92 Street Miami Shores, FL 33138- 1132060130270 Block: Lot: JARED & MELISSA ZECH Owner Information Phone CeII Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 CeII Phone Valuation: $ 28,000.00 Total Sq Feet: 4000 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT 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 $16.80 $4.88 $4.88 $5.60 $325.00 $9.00 $22.40 Total: $888.56 Pay Date Invoice # 08/17/2017 08/17/2017 Bond #: 3489 Pay Type RF -8-17-64892 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 838.56 $ 838.56 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Roof in Progress Renailing Affidavit 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,)! assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PL : NG, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: construction and zonin th all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating mfdfe, I authorize the above-named contractor to do the work stated. . �.1149i.1 !gtt X016 Authorized Si. . ure• ner / Applicant / Contractor / Agent Buildi;'` g ' - partment Copy August 17, 2017 Date August 17, ' 17 1 ct%- o��� BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department AUG 171017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CLI Tel: (305) 795-2204 Fax: (305) 756-8972 5t)INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201'J Master Permit No. 1t 1-q - 2 00S Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION 0RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 5 N f- 17 s+ - City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 01/16 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 \pi -co\ 7 -"r'' \" Phone#: Address: -7 9 N 1 ? cJ+ City: State: Tenant/Lessee Name: Phone#: Email: Zip: 3 1-3 Z, 3os -(43q-.9-(0(03 CONTRACTOR: Company Name: -T,r ` I V�3 Phone#: 305 631 qtZ, 3 Address: 'Hof vu.) 'Z 3 Sfi City: 1 tP1� ✓ i State: t (-- Zip: X31 Z � `l Qualifier me: \ 0,Phone#: `,C 7e3--7 � State Certification or Registration #: ` ) �-t G 0 JZ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: ,pO Zip: Value of Work for this Permit: $ - 7�, 0 0-b Square/Linear Footage of Work: �D(/ Type of Work: ❑ Addition ❑ Alteration Description of Work: D New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: \A -k" ere Submittal Fee $ Permit Fee $ J 2...G• (IQ) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ 5 Structural Reviews $ Bond $ CO. 03 TOTAL FEE NOW DUE $ 3 3 ' 5‘0 (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 (Oa* 7 OWNE or AGENT The foregoing instrument was acknowledged before me this day of _ , 20 72, m� or who has produced /J♦ by ho is persown to identificatio NOTARY PU Sign: Print: Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this ����fta!tnsT �++ tthh�� � DAIIEL•EREZ Public - State of FI Commission # GG 0 4 My Comm. Expires Nov s rida 69 2020 day of Tire me or who has p oduced A A ,20 identification and NOTARY PUBLIC: ho is personal no .f ► r by n to ,e;: oathDANIEL PERE ,I Notary Public - State f Florida ��� o, Commission # GG ' 44769 %OF X,My Comm. Expires Nov 3, 2020 Sign:r���-�-� Print: Seal: ******************************* ************************************************************************** APPROVED BY 11/0 Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk ,r SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. .•.• 2. 1/1 G'/') Renailing wood decks: When replacing roofing, the existing wood1eof decrnaey have to be re ed in accordance with the current provisions of Section R4403. (The reef deck is u$ealjy . • concealed prior to removing the existing roof system). • • • • • •.•• •• • • 4. Exposed Ceiling: Exposed, open beam ceilings are where the r •ejc1e of thEJpof decking .; . . • can be iewed from below. The owner may wish to maintain the architectural apflaar'ance; thereeot, roofing nail penetration of the underside of the decking may not be acceptable.•Thi$ Provides the option of • • maintaining the appearance. • •• • • . •• . ••• • • 6. /' /Overflow scuppers (wall outlets): It is required that rainwater flows off so that the ;Of is not ov rloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, • 403 and R4413. 1/18/1-7 Owner/Agent's Si re Date Ca' 'actor Signature Date t -E- qz Property Addre s Revised on 7/9/2009 LD;07/01/2015; Permit Number Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. .... To: Miami Shores Village Building Department Date: • • •••• 10050 NE 2nd Ave • Miami Shores, FI 33138 t • • • Re: Owner's Name: eI'\ e >9 Property Address: S Zech, N TL s 4 . . •••• . . . .... .. .... . . . Roofing Permit Number:• • • . Dear Building Official: • • . • • U\ 9\ r\A • ••• • certify that I am not required to retrofit the roof to wall connectens of my bluilding because: rh 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) `0,041-6ge-e Signature v Print Name Zec�� State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this n_day Notary Public, Sate of Florida at Large • DANIEL PEREZ Notary Public - State of Florida Commission # GG 044769 My Comm. Expires Nov 3, 2020 ▪ r • is 4 • When the just valuation of the structure forl wpr ase of ad valorem taxation is eq I to or more than $.1 000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor f r the Roof to Wall .. ction Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County OFFICE Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0270 Property Address: 75 NE 92 ST , FL 33138-2811 Owner JARED ZECH MELISSA N ZECH Mailing Address 75 NW 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,247 Sq.Ft Living Area 2,068 Sq.Ft Adjusted Area 2,548 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1968 Assessment Information Year 2017 2016 2015 Land Value $240,217 $240,217 $182,051 Building Value $180,296 $181,774 $183,252 XF Value 1,968 $1,992 $1,613 Market Value $422,481 $423,983 $366,916 Assessed Value $422,481 $168,706 $167,534 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction • $50,0Qp $255,277 $199,382 Homestead Exemption $117,534 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 21 & E 1/2 LOT 20 BLK 2 LOT SIZE 75.000 X 128 OR 17804-1424 0897 1 Generated On : 8/4/2017 • • Taxable Value Information •_, •; •' •. •• • Previous Sale ;•2Q?7 2016 • • •2015 • •� County • Exemption Value •••.$0: • $50,0Qp : • $3C1400 Taxable Value $422,481 $118,70'6 $117,534 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $422,481 $143,706 $142,534 City Exemption Value $0 $50,000 $50,000 Taxable Value $422,481 $118,706 $117,534 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $422,481 $118,706 $117,534 Sales Information Previous Sale Price OR Book- Page Qualification Description 05/27/2016 $600,000 30093-Qual 0302 by exam of deed 08/01/1997 $165,000 17804- 1424 Sales which are qualified 06/01/1991 $91,000 15092 -Sales 2270 which are qualified 01/01/1991 $0 00000- 00000 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: Section AB r "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County HVHZ Electronic Roof P Section A (General Information) Process No: IT AND S ROOFING 75 ne 92 st ❑✓ Low Slope O Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type ❑.• Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes • . •. • •. • . ..•. . . •..• • .. • . . . •. .• . . • • 0 New Roof ❑✓ Re -Roofing 0 Recovering 0 Repair 0 Maintenar . Are there Gas Vent Stacks located on the roof? 0 Yes 0 No Roof System Information Low slope roof area (ft.2) 1800 Steep Sloped area (ft.2) • If yes, what typa..1...1 Nati LPC • 3200 ................. Section B (Roof Plan Total (ft.2) • • • • ••• •• •• odo : • • • • • •• • • • •••• • .•• • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Puliami-Dade County l'BVHZ Electronic Roof Permit Form Section C Page (Lo>wSope BLUR Roos Systems) Fill in the specific roof assembly components. iia component is not required, ;user. nat applicable (n/a) in the text box. GAF Roof System Manufacturer: Product Approval (NOA):, 1d30 .01 NOA System Type: Wind Uplift Pressures, Frorn RAS 128 or Sealed Calculations: (P1) Fief 42.8 psf (P3) Corners: (P2) Perimeters: 108 psf Maximum Design Pressure From NOA: (P2) Perimeter (a') Size: Roof Slope: --LJ Parapet Walls: ft. E✓ No D Yes . 71.7 -52.5 (P3) Corner Size: a' psf psf (x) a' Roof Mean Height 12 Parapet wall Height N/A ft. ft. LWIC Manufacturer. Compressive Strength: 11 psi Support Spacing: Existing Roof (For Recovers Only): Fire Barrier:) ft. o/c Vapor Barrier. Anchor Sheet: Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Number of Fasteners per Insulation Board: Field: Perimeter: Corner: Reset Forrn Base Sheet(s) #75BASE SHEET Base Sheet Fastener / Bonding Material: 11/4 RS NAILS Ply Sheet(s): Ply Sheet Fastener / Bonding Material: ASPHALT TYPE IV Top Ply Sheet: MINERAL SURFACE CAPSHEET ••• • Top Ply Sheet Faetenerl BondingNialiirrn • • • ASPHALT T$F+IV •••••• • • Optional(rfkcing: . •• • • • ••• • .••d • • • • •• •• .. Fastener Spacing foc.Q.%s�geet Attachrgen • • • • • (P1)Field: (P2) Perimeter: (P3)Corner: Lap Spacing 6 4 in. ole in. o/c in. o/c • ••• 4 6 Row Row(s) Row(s) • • • Wood Nailer Type and Size: 4 • • •• • in. o/c in. o/c in. o/c Wood Nailer Fastener Type and Spacing: -- Galvanized Edge Metal -- -- 3" Face 26 Gauge -- - SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 11/4 RS NAILS -- SELECT PARAPET WALL COPING MATERIAL -- -- SELECT COPING METAL SIZE OR THICKNESS -- SELECT COPING MOSTRIP SIZE - Parapet Coping Metal Attachment: Print Form PrMflia.Npnk " , •,,,,t ,16, F E4 F.vn ' Day" i iami•Dade County Building Department Eiectrorric Application High Velocity hurricane Zone Roofing Permit Application Fora • illustrate Components Doted 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 16. Concrete UNA E6astorineu t sealant tooled to facilitate grater run -noir t �tati nnal: O rasei 11 Elastomerit sealarrt Metal counted -lashing mech. 130 SQ: ___attached) 8°° e1c w1 washer Sealtop of base tlas int I comptable material jJ _11 _ u sfr-inirition bar mech. attached 6°° of Fields plies turned up wall lgase flashing min. 8°°aitrta efinishedrfofrr ___TOp f 13? lUrtidsrlkln� t —Rase Sheet ,. 1(•" _ "--Roof Dell •••• •• •••• • .• • - *0 • •• • • • • .• • • • . •• • Parapet wall height: ;2::: •f t Roof Mean Height: Base Flashing: • • • • • •• • • • • ••• • • •. •• • • • • ••• • •• ppRUBEROID 170 FR Surfacing: Top Rly: _.---I }1MINERALSURFACE CAP EEHEEH _ Inter Ply Sheet: Base Sheet: Roof Deck Type: 5/8 CDXPLYWOOD MAN liala) i'Mdivo. ring Evcelienu Rely Nyland -Dade County ROY Electro do Roof Pexrnit Form Illustrate Components Noted and Details as Applicable: hp Ply la- el:6o iS gage '' it Y ,c 1 4' , r { t, ',_ - 1 Ito ofMean Beig t Drip Metall:---- - — -- 3X3 GALV 26 GA p • • • • • • •••• • • •••• • • ••• •• • • • • Surfacing: • . • •• • • •••• •• • • • 1 • • • ••• • • • • • • • • • • ••. • • • Top Ply: 11MINERAL SURFACE CAPSHEET Jntexp]ies JPLYIV(2) ------ Base Sheet: 1#75 BASES HEET • lheckType: 518 ODX PLYWOOD - — 6IF�� lO•DADE) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI -DAD,: COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 w'ww.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 Couraduct •::•:• Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadejgigty) • reserve the right to have this product or material tested for quality assurance purposes. If thispioduct . material fails to perform in the accepted manner, the manufacturer will incur the expense ofr•testing and the AHJ may immediately revoke, modify, or suspend the use of such product or mateii'ait Whin theist• • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miaml!Dgde County • • Product Control Section that this product or material fails to meet the requirements of the ipp1caale • • • building code. • • • • This product is approved as described herein, and has been designed to comply with the Florida)3uildirig i",od: including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. _rte MIAMI•DADE COUNTY kielifolEa NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: • Roofing BUR Fiberglass Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAFGLAS® Ply4 Tri -Ply® Ply 4 GAFGLAS® F1exP1y' 6 GAFGLAS®#75 Base Sheet Tri-Ply®#75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide (MIAMI.DADEcouNTv Test Specification ASTM D2178 ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D46O1 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 Product Description Smooth surfaced asphaltic ply sheet reinfo;C2t? • • with fiberglass mat. "" ..• . •••••• Smooth surfaced asphaltic ply shtet7einforeecl • with fiberglass mat. • • Smooth surfaced asphaltic ply sheet reinforced • • with fiberglass mat.• • • •• .• .• •. •. Smooth asphaltic base or basa/piy sleet reinforced with fiberglass mat. • • • . Smooth asphaltic base or base/ply sleet reinforced with fiberglass mat. • • Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BJ PP C_ A`T ii Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri -Ply® BUR Granule Cap Sheet GAFGLAS'' EnergyCap'M Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut' Fire Barrier Coating VersaShield®Fire- Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® SoloT'" 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSeal" 1, 5 gallons or 1 qt. tube MIAMI•DADE COUNTY \) TAIDCLE Test Specification ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary Product Descriptio Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced• • with fiberglass mat. Cap shelt isf4tory coated, with TOPCOAT® EnergyCote"Elastomeri8* • •.• Coating. . . Solvent -based thermoplastic .ubber. • sealant designed to protect awl iestore aged roof surfaces and to increase roof.rgilggtivity. • • Water-based elastomeric coating• . • • •• Water based, low VOC primer esigned tbb'locl� •. asphalt bleed -through. Low VOC, water based fire barrier coating. ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D146, D828, D4869, D6757 TAS 139 Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Polyiso Insulation EnergyGuardTM Tapered Polyiso Insulation EnergyGuardTM Ultra Polyiso Insulation L1:. LI 2 Product DesCr ill tion Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation EnergyGuardTM RA Polyiso Polyisocyanurate foam insulation Insulation EnergyGuardTM RA Composite Polyiso Insulation EnergyGuardTM RH Polyiso Insulation EnergyGuardTM RH Tapered Polyiso Insulation EnergyGuardTM RN Polyiso Insulation EnergyGuardTM Perlite Roof Insulation EnergyGuardTM Perlite Recover Board Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodek® High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board (MIAMI•DADE COUNTS Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (With Current NOA) GAF • GAF GAF GAF • • ••• GAF ••••GAF •. • •QAF .... . • •. .. • • • • ..• . • ... • . • • • .• GAF • ••• . . •• • • . • • • . .. GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED 7ASTENERS: Fastener ?rodent Number Name 1. Drill -Teti' #12 Fastener 2. Drill -Tec"' #14 Fastener 3. Drill -Tee' ASAP 3S 4. Drill -Tee 3" Steel Plate 5. Drill -Tee 3" Standard Steel Plate 6. Drill -Tet AccuTrac® Flat Plate 7. Drill-TecTh' AccuTrac® Recessed Plate 8. Drill -Tec 3 in. Ribbed Galvalume Plate (Flat) (MIAMI•DADE COUNTY) 1 .. otEtg' TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR -10 coating. Available with a pinch point or drill point. Manufacturer Dimensions (With Current NCA) #12x8"max. GAF length, #3 Phillips head. Truss head, self -drilling, #14 x 16" pinch point, high thread max. length, fastener for use in steel, wood #3 Phillips or concrete decks. head. Drill -Tee' #12 Fastener with See Drill -Tee 3" Standard Steel components Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill -Teti' fasteners. Galvalume® coated steel stress plate for use with approved Drill -Tee fasteners. A2 -SS aluminized steel plate for use with Drill -Teti" fasteners. Galvalume® steel plate with recess for use with Drill- TecT"' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecT°' fasteners. • • • • • •• • • •••• • • ..•• 3" Round GAF.... • • •••• •• • •.• •• • GAF • • • ••• . • • • • GAF • • • • 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round • • . • • . . .• • • •.• •• • GAF • GAF GAF GAF NOA No.: 14-1030.01 Expiration Date: 11/04/118 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Agencv Factory Mutual Research Corp. UL LLC Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3047636 ODOA8.AM OD1A8.AM 0Y9Q5.AM 1B9A8.AM 2B8A4.AM 3B9Q1.AM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 PRI Construction Materials GAF -012-02-02 Technologies, LLC GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -122-02-01 GAF -270-02-02 GAF -276-02-01 Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 GAF -549-02-01 GAF -549-02-02 GAF -559-02-01 Descr i9tioen Date 4470 05/22/03 4470 05/11/07 4470 11/24/08 4470 04/09/09 4470 08/14/09 4470 11/18/11 4470 11/16/10 4470 05/26/11 4470 11/14/11 4470 01/10/12 4470 1:01'3/1 4470 •• ••'• 08W/13 4470 • • 0•'f/69/9A 4470 •07/%/94 4470 ••••• 44/01/98 4470 •••• • d4/64/7i 4470 • • 0�/0�/}7 4470 " ' • 01/08198 4470; • : 05/30/97 4470 ▪ 19/Q407 4470 '. • • • : 9'/21/18 4470 01/2315 UL 790 04/04/17 ASTM D4977 11/06/01 ASTM D4977 02/01/02 ASTM D6083 05/07/06 ASTM D6083 05/09/06 TAS 139 05/07/06 ASTM D226 11/15/10 ASTM D6083 12/16/10 ASTM D226 11/15/10 ASTM E96 07/07/11 ASTM D2178 08/23/11 ASTM D2178 08/23/11 ASTM C1289 10/22/12 ASTM C1289 05/28/13 ASTM C1289 10/22/12 ASTM C1289 02/06/14 ASTM D6083 03/12/14 ASTM D6083 03/12/14 TAS 114 08/08/14 TAS 114 08/08/14 TAS 117(B) 09/30/14 NOA No.: 14-1030.01 (MIMIT r" ` ' ' Expiration Date: 11/04/18 l ag {�C`lCOUN�fY�; Approval Date: 05/04/17 iL = Page 6 of 31 EVIDENCE SUBMITTED: (CONTINUED) Test Aswency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC MIAMI-DADE COUNTY) •'r1.R0 _'.I. _J Test Identifier GAF -559-02-04 GAF -559-02-05 GAF -559-02-06 GAF -559-02-07 GAF -559-02-08 GAF -559-02-09 GAF -559-02-11 GAF -559-02-12 GAF -559-02-13 GAF -559-02-14 GAF -559-02-15 GAF -559-02-16 GAF -559-02-18 GAF -559-02-19 02-005 02-014 C8500SC.11.07 G30250.02.10 -3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11 -4-R2 G34140.04.11 -5-R3 G36780.07.11 -R1 G40630.01.14-1 G40630.01.14 -2A G40630.01.14 -2A -1-R1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 11-053 Descrij}tion ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 1 TAS 117 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 4470 -TAS 114 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 TAS 114 • • • . • .. • • . • .... • . .. .. • . • . • • • • ..• • Date 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/l5i1,4 1(?/1SP14 1C/1571.4 1x%1;714 Q4/16415 11.Q. 8/0.2 03/22(0 11/3t/07 16/441.5 Q3/31/t,0 11/1M1 04/25/11 06/04/15 06/04/15 07/18/11 01/06/14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 INA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 Membrane acre Type: Deck Type 11: Deck Description: System Type E(3): All General and System Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: Ply Sheet: BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. Limitations shall apply. TOPCOAT FireOutm Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. r(MIAMI-DA:E COUi\ITY0 . _ 11!± GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, Ruberoid® 20 Smooth or... GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured�s doscribedteltee Miami -Dade County Approved min. 12 ga. annular ring shank naiJsimin. 1.458 Vin. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchpi s{est side 1aps.and 8 in. o.c. in the field of the sheet in two staggered rows. • • •. • • (Maximum Design Pressure: —4S psf See General Limitation •••••• , •• • • • Miami -Dade County Approved min. 12 ga. annular ring shank nails aremin. 1-5/t diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchersl;eet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. • (Maximum Design Pressure: —52.5 psf. See General Limitation:#7), • • •• • ••• • • Drill -Tec" #14 Fasteners and Drill -Tec" 3 in. Standard Steel Plates, Drill -Tec" ••. AccuTrac® Flat Plates or Drill -Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52. S psf See General Limitation #7) Drill -Tec' #14 Fasteners and Drill -Tec" 3 in. Standard Steel Plates, Drill -Tec' AccuTrac® Flat Plates or Drill -Tec" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf See General Limitation #7) Drill -Tec' #14 Fasteners and Drill -Tec'"' 3 in. Standard Steel Plates, Drill -Tec" AccuTrac® Flat Plates or Drill -Tec" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97. S psf. See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. • • • When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 of 31 Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply' BUR Granule Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth menilbr a.nes. Chosen components must be applied according to manufacturer's 's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat° Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat° MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat° Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. (h11AM•DADE COUNTY ••. • •• • •••• • • • •• • •. • • • . •• • •••• • • ••• • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • •• • • • ••• • • • INA No.: 144030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 `,%WWOOD DECK SYSTEM LIIMIT ATIIONS: 1 A slip sheet is required with GAFGLAS'' Ply 4 and GAFGLAS° Flex Ply.' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum' 'A" DensDeckT' Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 clos:d cel foam itistitations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be aped using silo% . mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbonsin twee rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation„ Apipircling.of thg strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross Gentilation. 4gJ 1taff application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached lyst.ms shone limited to a maximum design pressure of -45 psf. • • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F'S Vattfeof 275 11311., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, asfield-tested, 275 lbf. insulation attachment shall not be acceptable. •• •• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a mirii4im fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. ETD OF THIS ACCEPTANCE AN(CE MIAMI•DADE COUNTY gaga NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 , ri'fla ;, lUIRT PAT -INS 0 REBURY • `rGIFIR1306 Roofing Systems TGFU,R13O6-RoofingSystems Roofing Systems See General information for RoofingSsViems Ri306 • ••• GPI • • • j CAMPUS AR •• • • • • PARSIPPANY,NJ 07054 USA •iojlowing• " A MopSmooth" or"RUBERDID® Mop Smooth 1.,6' May Sheet" Iba a sheetslinta a> t TYI G� •• ' "GAFGLAS ®205mooSh or RiJgER0ID0 " "G GLAS® #80 UI• "GAFGLAS®�75 Base Sheet` or"1 "Tri-P[y®�75 base Sheet or AF �r � e sfl ck® Prime • Classifications, Georgia • Pacific Gypsum LLC "gensDed<® Roofboard o1• e. sum board orV-in, thick (minimum) UnypsU LLs Gypsum Co, "RoCUROCK® Rteiti ard'0 Pri b 1/2. -in, thickor "De ern) gypsum oo board" orals -in, thick (minimum) anyd jsat Gypsum Co, " deck CCK®iR eard Pn • : Roofboard" S U ODeck®A s Hat Roo R f SGMRX) may be used in X . roof decks, Howev �� 4 • • doneGt e °SECing oK®Giystem Roof Board" (Type thick minimum) „ or y a ejoints aaaed doe g the reload roofing system is acceptable for use over combustible (i5)32 -in, st rene is par rb the roof system, inlestDU be pl e sum boatel and offset a in6-inum tLLCh t AensDeck® Roofbroof of° ec I If polyskO ne is p t of th of s ste , if Root' boatel" • - �h 9YpeFRX ) •••• SECUROCKO Roof Boatel (Typ U® G1asstM tiRo fBo rd". (Type SGMard" ale are r minimum mthicki(minimum)l pe bhen used over a combusU ble deck fn a system with any • • • • below the overt Y (Type Sere, are limited to a maximum 3: t2 slope wh n 6" may be adhered • • polystyrene, 'es of Type Gi "GAFGLASO PIy 4" or "Tri-PIy® Ply �" or"GAFGLAS®Flex Ply 6" r "Tri -PIP Ply • • 0 toMGeorgia-Pacific is Yp r ensDEck® Roofboard" or"DensDeck® Prime Roofboard or I)ensDeck® 0uraGuard1" Roofboard" in hot to Georgia-Pacific Gypsum LW p s stem listed below, roofing asphalt, hi .r be used interchangeably in roof coveting y "GAFGLAS® f[exP1y'" 65L"and "GAFGLAS®FIexPIy" 6 may �� GuardT"" in any applicable Classification. "EnergyGuard*' Ultra" is an acceptable alternate to Energy " t ataVent® Nallable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible r steals, Aoncombustible decks and as a recover over existing roof systems, nergycuardT'' Perlite Ynsu[ahon"may be Utilizedofz as a cover board over "EnergyGuatd'F�„ in any the fo lloWing systems, fastened, adhered with hot roofing asphalt orUL Classified urethane ! u aY Classincatjons ipdude insulation, Uslatnless onhadhe e.potslrenTrefirisc ionisrnofthetfolloingClfully insulation adhesive. Polystyrene referenced in any Unless orbe adhered with ahy UL Classified insulation Adhesive per the manufactuCet's installation instructfobs ((axexe [ndicludinggLRFF Adhesive licable Nan-ComhUstible Roof beck Classificatiohs, "EnergyGuand'F'Tapered is an accetabjealternatetol`1=neY9yate all insulations may Guardwar in any applicable Classification, 0) in any app Guard �'�' Ultra" in any applicable C[assjficat[oh. "EnergyGuatd'" Ultra Tapered" is an acceptable alternate to "1=nargy ASPH4Li ASPHAT VELTSYSTEMS VgXi" iiii�T�O0ENG 'L0 4 5[B Base or Sheet" or L S 00ti tm Flex PIy 5" or "GAFGLAS® x'75 Base Sheet" or "Tri•PIy® �k75 Sheet" or "GAI=GLAS®�80 Ultima''' ase TypeG2asphalt suitable glles mat base rlypsheeteGi asphalt glass fiber ply sheet ("GAN Sheerly is a Ultra -Flexible le alternate f in the Glass Ar 3 or C roof systems indicated below, 'O Mailable Venting "Tri PIy deck Flex bl t PIy 6") roof deck may first be covered with one ply Type G2 asphalt saturated glass mot base sheet "GAFGLA50 Slracavenc Thar ' _ ' aVent® Felicitated Venting Base Sheet'. Perforated base sheets to be loose laid or fully adhered with hot Base sheet' It and nai.ASO base or " n 'SBO Ultima i roofing asphalt and nailable sheets are to be mechanically fastened granule side own, o 405 Type Gi asphalt glass'irbeY pay sheet glass mat base sheet ("GAFGLAS® �75 rBase) Sheet" ber "TtedlY® YP Bas jh e led base plGLASO e foiloWing Baan Sheet' Type G2 asphalt �." or "GAFGLAS© Flex Ply b" or "Tri -Ply® Ultra -Flexible PIy 6) a Base Sheet" or r�GAr or Tr�P1y®•Ply n�® Mailable Venting Base ( GAFGLAS® PIy systems,kat or mechanically fastened, b-,,-;,,,,, r hr or Kase sheet may be fully adhered with hot roofing asphalt _ __1...r- nr•marhahiCdllY fastened, 1`GFU,R•(306- Roofing Systems *-4—�; 3i ement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems Iiste d oyer C- 75/32 or NG, 'The use orgypsum board under any of the following Class A, B or c systems does not adversely affect the rating. The use of 1/z -in, rninirnum thick gypsum board is an acceptable alternate for minimum insulation over C -15J32 thick roof decks, The use of polystyrene insulation board between minimum 3/4 -in, thick perlite board and deck with rosin paper (perliteJrosin paper/polystyrene/perlite) is a suitable alternate forpolyisocyanurate board in the following Class A, B or C systems, Trumbull "Perms Mop" may be utilized with any of the following "Asphalt reit systems with Not Roofing Asphalt". "GAFGLAS® #8o Ultima;N Base Sheet" may be used in any of the following systems, "GAFGLAs® F!ex Ply 6" and "Tri -ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAs® Ply 61, "GAFTEMP Permalite Recover Board" maybe used in lieu of any perlite insulation in any of the following NC Classifications, Roof Coating" applied at a rate of 2a to 3-94/100-ft2. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatin9 sH Fireshield MB Gloss A, Hot roofing l3andC g as Pha1t', for use with glass felts ormodified bitumen rtemliranes, • • •••• •••• •' "RUBEROID®Heat Weld' SBS roofih • • • Classification, 9 •membranes maybe used in lieu of "RUBEROID®flop" SB5 roofing membranes d �►y;ap• •plicable • • • • • • • • •• • • • • C-15/4••••• Class •• • • • • Deck; ?nc]bne; 3 •••••• • • i5arrier1soard(Opii°hal); 0 • • } One or Layers Georgia-Pacific Gypsum LLC "DensOeck® Roofboard" or "pen• • • • • • Roofboard" or"Densbeck® DuraGuardrM Roofboard'; minimum 14 -in. thick, or United States Gypsum Co, "SECU C , • (Type FRX-G) or"sECURocK® Glass -Mat Roof Board" (Type SGMRX), minimum /4 -in, thick, ��me vnsulatiore;--One or more layers perlite or wood fiber orglassfiber orpofyisocyanurateorurethaneor erlite K®RQofsoard, •• composite or perliteJurethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness, •. • ... • Ply Sheet; Three or more plies Type GI "GAFGLA5®Ply a" or "Tri-P!y® Ply 41 or "GAFGLAs®Flex Ply 6" or "Tr!-P�Ipq Ultra- • • Flexible Ply 6, fully adhered With hoot roofing asphalt,• surfacing: GraYe1, • • 2, beck; C-15132 r'ncline; 2 >3arrierlHoard (Optional): • one or more Tayers•Georgia-Pacif ie Gypsum LLc "Densbeck® Roofboard"or "Densbeck® Prime Roofboard" or'bensbeck® DuraGuardr'{ Roofboard'; minimum 1/4. -in, thick, or United States Gypsum Co, 'SECUROC aRoof-Board" (Type FRX G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX)r minimum %4 -in, thick, Tnsuratiori:— One or trlore fayers perlite or wood fiber or grass fiber or'polylsocyanurate or urethane orperlite/polyisocyanurate composite or perliteJurethahe composite or wood fiber/poiyisocyahurate composite or phenolic an thickness, sheett Three or more hes Type G2 "GAFGLAs® PI 4 or Trf-Ply@ Ply 4" or "GAFGLAs® Hex Ply 6" or "Tri-Piy® Ultra - Flexible Ply 6', fully adhered with hot roofing asphalt. Y " ! Y CapSh?et: �. Type G3 "GAFGLAS a P Ultra - Mineral -Surfaced T Cap Sheet" ® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® Ener Ca 1i fully adheredwith hot roofing asphalt, gy p 3, Deck: NC Jfncllne; 2 ivarrier li oard(optional): �. Roofboard' or (Onsoec One or more layers Georgia -pacific Gypsum LLC'DensDeck® Roofboard° or "DensDeck® Prime k® DuraGuuardr Roofboard, minimum 1/�-in, thick, or United states Gypsum co, "sECU OcKp (Type FRK--G) or "SECURoCI(® Glass -Mat Roof Hoard" .(Type SGMRX minimum Is -in, thick, nsutation (optional):.., ) R 0 RooPBoard , One or more layers polite or wood fiber or glass fiber or poiyisocyahurate or urethane or perlite/po►ylsocyanurata composite maximum, orperliEe/urethane co mposite or wood fiber/polyisocyanurate composite or phenolic, 2-ih. PIlYS neer; -. Two or mote plies Type Gd, "GAFGLA5® �"�� Y , fully adhered with hot roofing asphalt, Ply?' or Tn Pfy®P!y 4" or"GAFGLA5®Flex PIy 6" or "Tri -Ply® Ultra Flexible Cap Sheet; .-. Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLA51 H Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt, �, Dec � �� o Bn2r Ca k: C-r5J3z .� 9Y p' xricline: J: Slip Sheet (optional); Red rosin paper, hailed to deck. 'Msuietion (Optional): — Any thickness perlite or Wood fiber or glass fiber or poiyisocyahurate mechanically fastened or adhered with OMG Xnc, "OJyBond Fastening system" or any UL Classified insulation adhesive, Base Sheer; — One ply Type G2 "GAFGLAS® #7S Ease Sheet` or"Tri-Piy® #75 Base Sheet" or"GAFGLAs® 80 UltimaT" Base sheet" or "GAFGLAs® Sb-ateyent® Naifable Venting Base Sheet", mechanically fastened, PlVshe et! One or more plies Type 61 "GAFGLAs® ply 4" or "Tri -PJ ®4" Piy 6", fully adhered with hot roofing asphalt,' Y Ply , or GAFGLAS® Flex Ply 6" or "Tri Ply®Ultra-F[eXi61e cap sheet:,~ Type G3 "GAFGLAS® Mineral SulfacedCap Sheet" or"Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Ener Ca +-r Mineral -Surfaced Cap Sheet", fully adhered With hot roofing asphalt, Coakirg (Optional): — "United Coatings�rl T OpcoAT®E er Cote7'' , „ gY p` CoatinoSra 1?n,,F U,i„ 1.111 hi.. U gY Roof CoaHnn nn Tlbnnn� ,: • • • 'Delivering Exclencc Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Roof System Manufacturer: l; EAGLE ROOFING PRODUCTS Motice of Acceptance Number (NOA): 116'6 )44 - Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 139.1 P 2: 68.1. P 3: 1100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 131.3 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: 13 Roof Mean Height: "/12" 11.5. _ .. Method of Tile Attachment: ft. 1 --Adhesive, 2 Small Paddy Polyfoam Polypro- i Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 1--3" face 26 ga. — --Galvinized Metal-- 1-11-1/4 RS NAILS Hook Strip/Cleat gauge or weight: 1-- Select Hook Strip - _ Deck Type: --5I8" Plywood -- Optional Insulation: .•• • • • •••• •• • • •• • •••• Optional Nailable Substrate: •• • • a • • • ••• • • • • • rl Optional Nailable Substrate A4achmant: • • • • • • •• Basesheet Type: 1#30 ASTM TYPE II Fastener Type for Basesheet Attachment: 1/4 RS NAILS 6" 00 AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: 1TILE SEAL Tile Underlayment Attachment Method: SELF ADHERED Tile Profile: 1BEL-AIR '��fi'lo`l'l; acelfer,`ce Every Day" iiliami4Dade County HVHZ Electronic Roof Permit Poria Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 39.1 ;68.1 1100.7 x. x. x, 1.278 x278 .278 110.86 118:93 07.99 - Mg: - Mg: - Mg: 17.71 17.71 X7.71 = Mrl: = Mr2: = Mr3: 3.15 111.22 20.28 1)31.3 NOA Mf X31.3 NOA Mf 131.3 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf .••. •••• • • • • �r Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater th 1)r. a �q• �ual to tl a r+%liues, •for • • ich area of the roof, then the tile attachment method is acceptable. • • • • 1: 2: 3: WIT x I: x l; x I: X w: X w: xw: -W: -W: xcos 6: =Fr1: x cos 6: x cos 8: = Fr2: = Fr3: •••• • • -- Where to Obtain Information to complete tile calculations ••• • < • . • NOAF' . • • NOA P • • NQS•F1 • • • • • • • • • • •• • Description ,.,.._._ Symbol ..-....., . .. .,... , -..,. Where to Find )esign Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. _ _ /lean Roof Height H ----- Job Site toof Slope 8 Job Site - -aerodynamic Multiplier I. Product Approval (NOA) Zestoring Moment due to Gravity Mg Product Approval (NOA) 1tfachment Resistance Mf Product Approval (NOA) :equired Moment Resistance Mr Calculated 'linirnum Attachment Resistance [ F' 0. — Product Approval (NOA) �— ;equired Uplift Resistance Fr Calculated average Tile Weight W Product Approval (NOA) lle Dimensions 1=length w = width Product Approval (NOA) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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/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 haw a ii!i . product or material tested for quality assurance purposes. If this product or material fails to p itc tri: in the igceopted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate13;441gke, mediffS.br suspend the use of such product or material within their jurisdiction. RER reserves the right4.avoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or mater"otlilfril.s 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 $"iilding tdde including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Voldgn Eagle Low Profile Concrete Tiles '..' • • • • . 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.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. !9ANIC AfE COUNTY APP41i1V® NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces RAMI LADE COUNT( APPROVED Dimensions Lenght = 17" Width = 12 '/4" Thickness ='A" Lenght = 17" Width = 12 1/4" Thickness = Lenght = 17" Width = 12 '/a" Thickness = '/2" Lenght = 17" Width = 12 1/4" Thickness ='A" Lenght = 17" Width = 12 1/4" Thickness ='/2" Lenght = varies Width = varies varying thickness Test Specifications TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Product Descrit3ti3n .. . . . . Flat profile concrete roor'Ii1e equipped with two nail holes. For adhesive seL, direct deck or battened nail -on applie�tjQQS. • Flat profile concrete reef 4i1e equipped with twv nail holes. For adhesiyesgt„direct deck or battened nail -on applications' • • • •• • Flat profile concrete roof tile with slate aish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix II P0402 Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida MIAMIOADE COUNTY APPROVED Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing 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) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing . • TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 • • •. .. . ..•. . . •.• .. . . . • • • • •. • Aerodynamic Multiplier Restoring Moments Due to Gravity TAS -112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 , Aug. 1994 ..•• . • Aug, 1994 ••• •. . Max 1994 ▪ Vex. 1994 .. • • • . • . • • • Feb•1995• • • •.• . • Marel.,: 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 • 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be 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 Miami -Dade County 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. 4 INSTALLATION: ... • '• . ...• •. 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle; Ponderosa pery,111c Eagle Flat Concrete Roof Tiles and its components shall be installed in strict complianceVitrRoofing'Ap$lication • Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations• •.. • • •••• • ••• • • Table 1: Average Weight (W) and Dimensions (I x w) •••••• • •. • • Tile Profile Weight -W (Ibf) Length:I (ft) •td h;w (ft) ., Bel Air, Bel Air Double Eagle, Ponderosa, Golden 11.4 1.42 .•. • 1.03 :. Eagle, Ponderosa Double Eagle Flat Tile Direct Deck • • • • • •• • Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) 5":12" Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Fiat Tile Direct Deck Battens Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 •.. • • •••• Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5• •..• •: •; 3;.6 •• .. . 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 •.02.2 .. • 2-10d Ring Shank Nails' 50.3 65.5 • �' 48.3 • 1. Installation • with a 4"tile headlap and fasteners are located a min. of 2,4 from head o dile. Table 5: Attachment Resistance Expressed as a Moment Mf (t -Ibfr; for Two Patty Adhesive Set Systems • • •, . Tile Profile Tile Application Atfechi'nent Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset® AH -160 Average weight per patty 8 grams. 3 Large paddy placement of 45 grams of PoIyProTM. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset® AH -160 118.93 ICP Adhesives Polyset® AH -160 40.44 3 Large paddy placement of 45 grams of PoIyProTM. 4 Medium paddy placement of 24 grams of PolyPro TM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. MIAMICADE COUNTY' APP4t4VE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 •••• • • • •••• •••• ••• • • ••• •••• • •• •••• • •••• 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". ...) EA6LEL' FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) •. • . •• •• •••• • •• . •• • • •• • • • • • • •. • • • • • •••• • • • • •••• • • • ••• • • • ••• •• •• • • • • •• . ••. • •• • • • • •• ••• • ••• • • • • •• BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING BEL Am .... • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• •• • • • •••• • ••• • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • BEL AIR DOUBLE EAGLE !AM MIGADE€OUNT APPROVED NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA ..•. • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •••• • PONDEROSA DOUBLE EAGLE MIAMI U.ADE COUNTY APFRu dm NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE MIAMI OADE COUNTY APPROVED .... • • • • •••• • • • • • •• • •• • • • • • • •• • • • • • •••• • • • • •••• • ••• • • • • • •• •• •• • • • • • • • . • • • • • • • • • • • • •• • ••• • • • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 MIAM ICAIX COONTY DEPARTMENT CF REGU1,i.TORY 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. 23065 MIAMI-DADE COUNTY ,L C' CONTROL SECTION '''' fl80I SW 26 Street, Room 208 Miami, Florida 33175-2474 T (7,-&6)315-2590 F (786) 315-2599.,: www.niiamidade.£ov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use. of so struction materials. T.he. documentation submitted has been reviewed and accepted by Miami -Dade County RER -Pro�`lc uct-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 tiiiproduct or material tested for quality assurance purposes. If this product or material fails to perform in4he accepteftalautr, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mo.Iiiy, or susv,iid the use of such product or material within their jurisdiction. RER reserves the right to revoke •tliis tteceptante, it, it is determined by Miami -Dade County Product Control Section that this product or material failstceAteet the requirements• of the applicable building code.• • • • • ••••• • This product is approved as described herein, and has been designed to comply with th4 •F1 ida Builking •Code • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • • •• • • • • •• • • • • • • • DESCRIPTION: ICP Adhesives Polyset® AH -160• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fol'lewing 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 copyof 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 vas reviewed by Alex Tigera. pq Arlo' NOA No.: 17-0322.03 -Expiration Date: 05/10/22 Approital Date: 04/27/17 ] .ge 1 of 11 • • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as deterrnined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ' ' Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Product Description .... •• Two component polyur; EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 � � r Test Name/Report Date TAS 101 TAS 101 SSTD 11-93 04/08/94 12/16/96 10/25/95 SSTD 11-93 11/02/95 SSTID 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/1649A. ASTM E 84 01/16,69.5. • TAS 114 ••• 03/14/19C• ASTM ASTM D 1623 04/18/1.2 TAS 101 •••••• 02/S4 61.E . • TAS 123 •••• ••• • 528454-2-1 TAS 101 528454-9-1• • • 528454-10-1 • • 520109-1 TAS 101 • • • 12/2E19i . . • • • •.• 10/23/9.8 •. •. • • • • 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 .. TAS 101 03/02/99 • .• • • • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high.tileprofiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. • 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®- AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 • •• • • • • INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before apgl1iation of any adhesive. The mix ratio between the "A" component and the "B" component shalLbe naaintained1Wieen 1.0-1.15 (A): 1.0 (B). •• •• • • • 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser R10 or ICP' Adhesives ProPack® 30 & 100 dispensing equipment only.••• • • 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. ••••••• • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes AfttaCP Adee Polyset® AH -160 has been dispensed. • • • • •• • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance /with t1 • ..:. 'Placement Details' herein. Each generic tile profile requires the specific placement noted heseii. •' •• • .• ••• • MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile . Placement Detail Minimum Paddy Contact ,krea Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams.& r•bead • •••••• • •• • •• • . . . ..• . . Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • 4grams under pan : LABELING: . . .. .. • ... • • • • • • • • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable m 'i Tog bf the • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Appro fed" or 1V l&mi- • Dade County Product Control Seal as shown below. • • •• •• • MIAMIUADE COUNTY APPROVED ••• . • • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED T) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Naif ttaabph plastk cconont {Owe raguiradyx ltndrrtsymen! A- Dr 3.' '4- Bilttns optional f2fiS.j EsveCourstz } C loin; 'a 2 Paddy iBanarhTit ) MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • Medium Profile / Double Pan The • •••• • • •••• •• • • • • •. • 1. Starting at the eave course, applx a minimurn 2" (50.8 mm) x 10" (254 mm)% j � 05.4 rri:n),foam paddy onto the underlaymeat positioned.%shgwn under the pan portion of the the crosest to thy.: overlock of the tile being sat. • • • •• • • 2. Continue in same manner. lnsut•t approtimately 17 (109.7 cm2) — 23 (148.4 cm21 square inch%hdive 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 ADHESIVE PLACEMENT DETAIL # 2 ItiH ihrau jk pldiitic [.mint (when required), Undaraymant .`4- „t •'0"l.`• Pa dklit jBwjw•1k7A.1 ti �, �`:' : r= te`--:;'',. Battens optional ,.r'' - '• +^�.. + Eau.COurtu, r a f [ 4 ' ' n '-.. �,,� v 1 O i'll''' 4.2in _" t F EaveClasure F -< `Fascia Nail through plastic cerneni *lien required! _•411k) Ured•rlayishinn_ Battens upii r f £.. Cain.' Fatru MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. • • •••• • • - • 3. Continue in same manner. Insyrl:aililroximiair 1y..1r0" (64.5 cm2) - 12 (77.4 cm2) square Ii t adhesivQ contact with the underside of theitile. • •• • •••• - • • Medium Profile / Double Pan Tilt • • ••• • • - • • • 1. Starting at the eave course, apply a minim i • 4'j (e50.8 mm) x 10" (254 mm) x 1" (2Y4 itmj) foam! paddy onto the underlayment positioned as shown untag 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 under the pan portion of the tile closest to the overlock of !lie rile being set. • • • •... .. . .. . •. . 3. Continue in same manner. Ingurapproximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch 11hesive contact with the underside (Aim tile. • .. .. • • . • • • • • •• • ••• • • • • • • • ••• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/low Profile Tile Nail through plastic cement {when required) Single paddy under toe Paddy )between tiles) Paddy (under tiles Eave Course Medium Profile Tile MIAMI•DADE COUNTY APPROVED Eave Oosure 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) c1,",(25.4 mm) foam paddy onto the nderlaymenf u1 j1low the second course line positionedfoam daddy • • under the strengthening rib•lbitt&t tile, or Older the pan portion of the tile, c1osttf fdfhe underleck for • the second course tile to ba rnssglled. I4 juc: • • • approximately 8-9 in2 (5q-5.81.1 cm2) of adhesive contact with the underside of t 'tile. • • • • • (Instructions continued on next page •• • • • • • • • ••• • • • NOA No.: 17-0322.03. Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce sent- Sngie paddy under the {when required) Battens optional Paddy {between tiles) Paddy (under tiles Smut dy on rn axin. single 2 x 4 in.. paddy on tap of tie to in. —Fasda Weephole Eave closure Drip edge High ProfleTile MIAMI.DADE COUNTY APPROVED 3. Also apply a 2" (50.8mm)x4"(101.6mm) x3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •• • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • •••• • • • •• •• • • • • • • • ••• • •• • • • • • •• • • ••• • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 4 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. M. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in.contact area. Underiayment Steep pitch applications (when required) Eave closure (motarshown) Weephole Fascia Board Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. • • • • •• • •• • 3. Turn covers upside down ail using the antlgfside of the tile. Apply a minintimr1•1 (25.4 mm) x 10" . • (254 mm) bead of adhesiyi< ti1i'tly iii ter • edge of each side of the co•Jeftile. Lelve approximately 3/4" (19 m ,t o.1" (25'4tiant from the outside edge ofitlA Ai, inward, free of foam to allow for expansion' ; • • . • 4. Turn cover tile over after €oamilis applied arld place onto pan tile course. Insure a minimta 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 • 4 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: 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). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 1%ww.miamidade.gov/economy This NOA shall not be valid after the expiration date stated below. The Miami -Dade County lirod>..t Contrgl, lotion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right io havethis. product or material tested for quality assurance purposes. If this product or material fails to perfer.i•in the aczkeed manner, the manufacturer will incur the expense of such testing and the AHJ may immediate1 ttttke, modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the right toy Pe�oke this aGGztance,• • if it is determined by Miami -Dade County Product Control Section that this product or materiel A to m: •ettt the requirements of the applicable building code. • • •.• ' '• • This product is approved as described herein, and has been designed to comply with the F1orkia•.Bililding Code • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • �• • DESCRIPTION: BORAL TileSeal • • . • •. • .•• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI•DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 • A APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a 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. Membrane: 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. iiertical strapping of the roof with BORAL TileSeal Underlayment is acceptably. Al? laps,:und Taps without black selvage area shall be sealed under lap using an SBS modified mastic.. • •...• Surfacing: MIAMI DADE COUNTY APPROVED • Note: When used in Tile roof systems BORAL TileSeal Underlayment s l,be bac14 nailed to deck with approved annular ring shank nails and tin caps at a maximum ta•DA. at thEStde taps. No nails or tin caps shall be exposed.• •• •• • '•• Approved for Approved Adhesive Set Roof Tile Systems, Mechanical''1'�sUned Roof•1'ile, • Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemilies.•' ••• .• • . . . . . • . . .. . ... . • . NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 • , ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMFDADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI -006-02-01 NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 NEI -034-02-02 Product Description SBS self -adhering asphalt sheet material with a white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. • • • • •• • • •••• • • •••• Test Name/Report • • • 1 • • 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 • • • • • • •• • •• • • •••• •• • • .• •• • • • "'.D3te 0Z/28/02 :•40018/02 • • ••4, /A1/02 • 07/10/02 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 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 Notice •oiAccept .listing. • BORAL TileSeal underlayment as a component part of an assembly in the Notice ofrkeeeptance. If•BORAI• • TileSeal underlayment is not listed, a request may be made to the Authority Having jdflSeiFtion apit • r the. • Miami -Dade County Product Control Department for approval provided that appro lle: docutn entation is, •: • •. provided to detail compatibility of the products, wind uplift resistance, and fire testing revtll! • • . •• • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any lootta decking panels. Sweep • • the deck thoroughly to remove any dust and debris prior to application. • • 11. When applying the membrane in the valley, start at the low point and work to the high peintprolling the membrana from the center outward in both directions. For ridge applications, center the membrane and roll from iheiha centee 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 •