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RF-18-1602Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 6/12/20118 Permit" NO. R F-6-18-1602 Permit Type: Roof Won( Classification: Tile/Flat Permit Status: APPROVED Expiration: 12/09/2018 Parcel Number Applicant 93 NW 93 Street Miami Shores, FL 33150-2232 1131010340240 Block: Lot: MARC GREGORY STEAD Owner Information Address Phone Cell MARC GREGORY STEAD 93 NW 93 Street MIAMI SHORES FL 33150- 93 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: $ 21,000.00 Total Sq Feet: 2500 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO TILE AND FLAT TO FL Classification: Residential Scanning: 4 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $12.60 $4.50 $3.00 $4.20 $300.00 $12.00 $16.80 $853.10 Pay Date Invoice # 06/12/2018 06/12/2018 Bond #: 3795 Pay Type RF-6-18-67891 Check #: 12964 Credit Card Amt Paid Amt Due $ 803.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-namec7contracto o do the work stated. Authorized Signature: Owner / Applicant / Contra tor / gent June 12, 2018 Date Building Department Copy June 12, 2018 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 [OOFING ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: q 3 t..)(-,D ` 5 City: Miami Shores County: RECEIVED A N 1 2 2018 BY. �1 FBC 20 I674+ - Master Permit Nol2F i e - (GO 2_ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 33 \ Sd Folio/Parcel#: //— 310 / - 0 39 - 0240 Is the Building Historically Designated: Yes NO Occupancy Type: K . Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): i. J C .CC S Q. Phone#: Address: q Q 2) — City: Ir..A ci_cv' : 5 State: '7 Zip: Tenant/Lessee Name: Phone#: Email: 3 31 5e-- CONTRACTOR: Company Name: -T SQg.CS 2(5a •r Phone#: 3a 5 . Address: 1 % 7- 5 V � xt ti , 5a--e ' C1 City: 941i•..ect rr `5CZ, Statc 3 eL Zip: A-1ct " Clan-zgt1 e •Z -34-1. 2-3 4-1 33167 Qualifier Name: Phone#: 305 State Certification or Registration #: 1 3 i 5S.5 9) Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 3 I a a0 Square/Linear Footage of Work: Zip: Q0 Type of Work: ❑ Addition ❑ Alteration ❑ New I "I Repair/Replace ❑ Demolition Description of Work: t e 1 e. *"a An\ .P t 4 i ° Specify color of color thru Submittal Fee $ 50 Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) tile: Rnca.t Sct e `CO c01oC Permit Fee $aCC) ("1°F$ CO/CC$ Radon Fee $ - C DBPR $ '4• Training/Education Fee $ Notary $ Double Fee $ Bond6'V1) ' C TOTAL FEE NOW DUE $ 3 Q 3. 1 0 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1‘ day of ICAs^-4- 20 1 Y by i ‘.--- day of — - , 20 t6 , by ii-4O.CC 54 3.,.3 , who is personally known to I i c;,t✓l 6 ay,, q 1 40z, who is pers� onally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ********** APPROVED BY (Revised02/24/2014) JENNIFER FADUL Notary Public - State of Florida Commission # GG 171862 My Comm. Expires Jan 2.2022 Bonded ,hr,u. Apo oho" identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: JENNIFER FADUL Notary Public - State of Florida Commission # GG 171862 My Comm. Expires Jan 2.2022 Bonded :hrouah Na ionai Notary Assn. *************** ********* Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County C4V:;r� Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-034-0240 Property Address: 93 NW 93 ST Miami Shores, FL 33150-2232 Owner MARC G STEAD KATHLEEN W STEAD Mailing Address 93 NW 93 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,890 Sq.Ft Living Area 1,583 Sq.Ft Adjusted Area 1,773 Sq.Ft Lot Size 13,634.56 Sq.Ft Year Built 1939 Assessment Information Year 2018 2017 2016 Land Value $300,403 $300,403 $300,403 Building Value $79,785 $74,040 $74,040 XF Value $5,811 $5,883 $5,956 Market Value $385,999 $380,326 $380,399 Assessed Value $315,738 $309,244 $302,884 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $70,261 $71,082 $77,515 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 MIAMI SHORES SEC 6A PB 12-54 LOTS 15 & 16 BLK 168 LOT SIZE IRREGULAR OR 19944-2577 09 2001 1 Generated On : 6/9/ Taxable Value Information 2018 2017 2 County Exemption Value $50,000 $50,000 $50. Taxable Value $265,738 $259,244 $252 School Board Exemption Value $25,000 $25,000 $25 Taxable Value $290,738 $284,244 $277 City Exemption Value $50,000 $50,000 $50 Taxable Value $265,738 $259,244 $252 Regional Exemption Value $50,000 $50,000 $50 Taxable Value $265,738 $259,244 $252 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 08/18/2014 $302,000 29363 0878 Qual by exam of deed 12/01/2006 $0 25192- 1899 Sales which are disqualified as a res of examination of the deed 05/01/2005 $389,000 23478 0509 Sales which are qualified 11/01/2003 $282,000 21840 1340 Sales which are qualified https://www.miamidade.gov/propertysearch/ 6/9/2018 Section A/B n� MIAMI.DADE COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section A (General Information) Process No: Isaacs Roofing 93 NW 93 St ❑✓ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type RECEIVED 12 18 B ortar/Adhesive Set Tile ❑ Wood Shingles/Shakes .... El New Roof El Re -Roofing El Recovering El Repair Maintenance • • .. Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what typg;, NatufaI :i LPGX • • • Low slope roof area (ft.2) 700 Roof System Information Steep Sloped area (ft.') 1800 Section B (Roof Plan) Total (ft.2) it • • • • • • • .. • . . • .• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and oveilow drain§. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and IcFatior of parspet!a • Perimeter Width (a'): 3 • . . Corner Size (a' x a'): 3' x 3' . • • • • • • � • • • 40' Section C ROOF SYSTEM MANUFACTURER: Product Approval (NOA): MIAMF� COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: Polyglass 17-1004.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 (P2) Perimeters: (P3) Corners: psf 71.7 108 psf psf Maximum Design Pressure From NOA: 52.5 Roof Slope: 1 /8 " : 12 Roof Mean Height: Parapet Walls: No ElYes Parapet wall Height: psf 10 Deck Type: Support Spacing: • Alternate Deck Type: Existing Roof: —5/8" Plywood— " o/c ft. Fire Barrier: Vapor Barrier: Anchor Sheet: ElastoBase Anchor Sheet Fastener / Bonding Material: 1 1/4" nails and tin caps Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): Elastoflex SAV FR Ply Sheet Fastener / Bonding Material: selfadhered ft. Elastoflex SA P FR Top Ply Fastening / Bonding Material: self adhered Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: " 1/2 Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: El FASTENER SPACING FOR BASESHEET ATTACHM IJ El SINGLE PLY MEMBRANE ATTAChTMEOIT. • • • • •• •••. • • r6N• 9 " o/c • • • ' • row• 1—�--� " o/c. .••. . 3. Corner: 6 " o/c @ Laps & imo•vs•1 "solc • • • • • • • NUMBER OF FASTENERS PER INSUIJiTINI BOARD: • • 1. Field: 8 2. Perimeter: " o/c © Laps & " o/c @ Laps & • • 1. Field: 2. Perimeter: © 3. Corner: • • • • Insulation Fastener Type : • - • • ' • n/a .. . •• • WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a • • EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal — Edge Size: --3" face 26 ga.-- Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE-- Edge Metal Attachment: 1 1/4" nails Coping Material: Coping Size: —SELECT PARAPET WALL COPING MATERIAL-- —SELECT COPING METAL SIZE OR THICKNESS — Hoo k Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: n/a Section C2 M IAM aQADE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. Elastoflex SA P FR Elastoflex SAV FR Elastobase • • • • • •• • • ... . • .... .... • .• .. • Parapet Wall Heigh{,.Ire •:• . . .... • . • .. • • . • • .. • • • • • • '• • • • • • Mean Roof Height " lV , •ic•: • . Tile Roof System MIAMIDE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System Boral Notice of Acceptance Number (NOA): 16-0711.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 Roof Mean Height: "/12" 20 Method of Tile Attachment: ft. --Adhesive, 2 Small Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga.-- --Galvinized Metal-- 1 1/4" Ring shank nail Hook Strip/Cleat gauge or weight: --n/a- Deck Type: —5/8" Plywood -- Optional Insulation: n/a . . . ..• . Optional Nailable Substrgte'; • • n/a • ... •••• . . . • Optional Nailable Substr§tre•Atiachmerit:.- •. I n/a . • Basesheet Type: 30# • . . • . • • • • • •. . . • • • . . • . • .. . . • . • Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet) Type: Polyglass Tile Underlayment Attachment Method: Self adhered l Tile Profile: Saxony 900 Section E eac - rea of the roof, then the tile attachment method is acceptable. • • • • • • • . .. • P1: P2: P3: x xl: x w: x w: x w: - W: - W: =1 1 - W: x cos 0: = Fri: l i xcos 0:®=F2: x cos 0: = Fr3: • re to Obtain Information to complete tile calculations•.. • MIAMI•QADE COUNTY "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: 39.1 68.1 100.7 xX xX xX .315 12.32 21.45 - Mg: - Mg: - Mg: 7.62 7.62 7.62 = Mr1: = Mr2: 4.70 13.83 = Mr3: 24.10 < 31.3 31.3 EOM Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal ly the Fr values, for • •.•. • • • •. • I9OA F' • •. • . • • •.• I NOA F' • • • • • • tIOA F' • • • .• • • • ••• • .•• Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 - S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b. -d on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg ' oduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu : ed Minimum Attachment Resistance F' Product Approval •A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) "Delivering Excellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1, 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 105 3. Common roofs: Common roofs are those which have no visible delineation hetweefi ighboripg. •units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofhig ciontracto,aud/or •• owner should notify the occupants of adjacent units of roofing work to be performed • • • • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the undersideig a roof ileogiiig can be • viewed from below. The owner may wish to maintain the architectural appearance; therefo•re, roofing nail • • •penetrations of the underside of the decking may not be acceptable. The owner provit12s•the option of• maintaining this appearance. . • 5. Ponding water: The current roof system and/or deck of the building may.�ot glrain well and mcy...: cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication o%sth i tural� distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: r 3 Date: Permit Number: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. buil ing because: To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: i-)1Q,t ,4--e ' z t ••••• • • • ••••• �, •a 1 a . C`2 ��� Property AJJ����. • • • • • • • •••• • • •• • Roofing Permit Number: Dear Building Official: I 1-11 arC 54-eczc:3 certify that I am not required to retrofit the roof tdtt1g11tnnecneps of my • • •• •• • •• • • • • • ••• • • • • • • • • • The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please att:Clt ptcof of t • • • • •• • 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) A 5->zkif ch-.;-",0/ Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me - d- of 2 0\ Y Notary Public, Sate of Florida at Large Nota jENNYFER F rY Publi _ ADUC • MYcommss>opi#GG,71gs a When the valuation of the structure for purpose8'1i • just of ad valorem taxation is equal too . - .cbtle.lak Utigagasa of constructed with FBC nor a 1994 ^a No- N SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection ' . gin. Revised on 5/21/2009 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.cov/economv . . ... • .... • • • This NOA is being issued under the applicable rules and regulations governing the use of chhailGLtion materials. Th0 documentation submitted has been reviewed and accepted by Miami -Dade County RER-1'roauct.C•ontrol Secti•on to:i •..: • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic=t�gil fAHJ)� . . . .. . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.l'rAdtict CdnttaLSectio>3 • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve 41i right to have.this . product or material tested for quality assurance purposes. If this product or material fails toperform in ttig .ampted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately.rtyoke, ]Modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the righttb revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self -Adhered Roof System over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 13-1217.01 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 1 of 34 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Materials Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS/APP/TPO Wood -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Elastobase XtraFlex SBS Glass Base Polyglass G2 Base Polyanchor Elastobase P Elastoflex SA V FR (1.5-mm) Elastoflex SA V PLUS FR TABLE 1 • • • • Test Dimensions Specification 65' 2" x 3' 3-3/8" ASTM D 6163, Type I 65' 8" x 3' 3-3/8" ASTM D 6163, Type I 108' x 36" ASTM D 4601 Type II 250' x 48" ASTM D 4601 Type II 65' 8" x 3' 3-3/8" ASTM D 6164, Type I 66' 8" x 3' 3-3/8" ASTM D 6163, Type I 66' 8" x 3' 3-3/8" ASTM D 6163, Type I Elastoflex SA V (1.5- 66' 8" x 3' 33/8" ASTM D 6163, mm) Type I Elastoflex SA V PLUS XtraFlex SBS Base SA Elastoflex SA P FR XtraFlex SBS G SA MIAMI•DADE COUNTY APPROVED 66' 8" x 3' 33/8" ASTM D 6163, Type I 66' 8" x 3' 33/8" ASTM D 6163, Type I 32' 10" x 3' 3-3/8" ASTM D 6164, Type I 32' 10" x 3' 3-3/8" ASTM D 6164, Type I Pro uet Descriatian . • .... • ••. • • • • • . . . .• • .... . SBS modified asphalt coated.f barglassreinforced base sheet. • • • • • • • SBS modified asphalt coated ftbQrglassreinorced base sheet. . . . . Asphalt -coated fiberglass reinforced base•sheet � . • .• . A polymer woven, high performance, synthetic base sheet. SBS modified asphalt coated polyester reinforced base sheet. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fire -rated, polyester reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 2 of 34 Elastoflex SA P Polyflex XtraFlex APP S Polybond Polyflex G Polyflex SA P Polyflex SA P FR XtraFlex APP G SA Polyfresko G SBS SA Polyfresko G SBS SA FR Polyfresko G APP SA Polyfresko G APP SA FR PolyKool 32' 10" x 3' 3-3/8" ASTM D 6164, Type I 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 33/8" ASTM D 6222, Type I 32' 10" x 3' 33/8" ASTM D 6222, Type I 32' 10" x 3' 33/8" ASTM D 6222, Type I 32' 10" x 3' 3-3/8" ASTM D 6164, Type I 32' 10" x 3' 33/8" ASTM D 6164, Type I 32' 10" x 3' 33/8" ASTM D 6222, Type I 32' 10" x 3' 33/8" ASTM D 6222, Type I 32' 10" x 3' 3-3/8" ASTM D6222 Type I XtraFlex Kool APP S 32' 10" x 3' 33/8" SA Polyglass APP Base MIAMI DADE COUNTY APPROVED ASTM D6222 Type I 65' 8" x 3' 33/8" ASTM D 6509 Type I Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyehAene back face and a smooth or sanded to surface..... • • .. Torch applied, polyester reiftforctd, APB' ndciified bitumen membrane with a bug otf polyethylene back face and a smooth or sanded tqg surface. Torch applied, polyester reififeited, APP modified bitumen membrane with a bta3ii b f polVtbyre•ne bad' • • face and a granule top surface ' Self -adhered, polyester reinforced, API modified .• . . .. • . .• bitumen membrane with a$elf adhering back face at j • .... a granule top surface. • Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. APP modified asphalt coated fiberglass reinforced base sheet. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 3 of 34 PG325 Cold Process Adhesive PG100 Asphalt Primer XtraFlex 10 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive XtraFlex 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement XtraFlex 50 Premium Modified Wet/Dry Cement Polyplus 55 Premium Modified Flashing Cement MIAMI.DADE COUNTY APPROVED 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube ASTM D3019 Type III ASTM D41 ASTM D41 ASTM D3019 Type III ASTM D4586 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D3019 Type III ASTM D4586 ASTM D4586 ASTM D4586 ASTM D4586 A fibered cold process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A fibered rubberized adhe:ive,cl •signedforme with • modified bitumen membraneS. • • • • • •• • • • • • A thick, fibered, rubberizeel.fj$Slyng cement for use.in dry or damp conditions. •• • • .• . A thick, fibered, rubberized'Vhing cement for usein: dry or damp conditions. ....• • ••. • • •A thick, fibered, rubberizeMI:Sljing cement. • • • • A thick, fibered, rubberized.flasliing cernont.for use. with modified bitumen membranes. • • •• • A fibered rubberized adhesive designed for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. • • • A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A mastic compound for use as a roof flashing adhesive. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 4 of 34 • APPROVED INSULATIONS: Product Name Polytherm-H Polytherm ACFoam-II ACFoam-III High Density Wood Fiberboard DensDeck, DensDeck Prime H-Shield H-Shield CG ENRGY-3 Fesco Board Multi -Max FA-3 SECUROCK Gypsum -Fiber Roof Board MANMADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Gypsum insulation board Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. . Atlas Rotfi Corp • • • • • •• Atlas Ropfilt•Corp •• • Generic GeorVa~Paci$o G) psum LLC .. . . • • • minter Panels, LLC . . • Hunter Panels, LLC • • Johns Maui111 Corp. • •..Jbltris Mannlls Corp. Rmax Opel'dting, LLC. United States Gypsum Corporation • • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 5 of 34 • APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. Product Name Dekfast Fasteners 12, 14 & 15 HS Dekfast Galvalume Steel Hex Plate #14 Roofgrip Flat Bottom Metal Plate Trufast #14 HD Fastener Trufast 3" Metal Insulation Plate Polygrip Fasteners #12, #14 &#15 Polygrip Hex Plates MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation and membrane fastener A2-SS aluminized steel plate Insulation fastener for steel and wood decks Round Galvalume AZ50 steel plate Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2 7/8" x 3 '/4" Various 3" square 3.23 round 3" round Various 2 7/8" x 3 '/4" SFS Intec, Inc. ••.. • • • ••.. • .• • • • OM&,•I.ic. • . . ...... • • • • • • • • • OM,G, Ir p. • • • Altenloh $rinck & Cc} •• • • • ••....•• • ..••.• U...,•Inc• • • • • • •44nloh, Bri,ick & Co. . • • • U • •.»s • • • • • • fiolyglasp.U$A, Inc • • . .. • Polyglass USA, Inc • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 6 of 34 • APPROVED SURFACING: Product Name PG200 Non-Fibered Roof Coating XtraFlex 20 Bituminous Roof Coating PG300 Fibered Roof Coating XtraFlex Bituminous Roof Coating Fibered PG600 Non-Fibered Aluminum Roof Coating PG650 Fibered Aluminum Roof Coating PG700 Elastomeric Roof Coating PG800 Non-Fibered Asphalt Emulsion Roof Coating XtraFlex 80 Emulsion Roof Coating PG850 Fibered Asphalt Emulsion Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating XtraFlex 65 Aluminum Roof Coating Fibered Polyplus 60 Premium Non- Fibered Aluminum Roof Coating XtraFlex 60 Aluminum Roof Coating MIAMI•DADE COUNTY APPROVED TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non-fibered aluminum roof coating. Fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. An asphalt base, un-fibered clay emulsion An asphalt base, un-fibered clay emulsion An asphalt base, fibered clay emulsion Fibered aluminum roof coating. Fibered aluminum roof coating. Non-fibered aluminum roof coating. Non-fibered aluminum roof coating. Application Rate 11/2-2 gal/sq 11/2-2 gal/sq 11/2-2 gal/sq Specification TAS 140 TAS 140 • . . •. • Manufactur er Polyglass USA, Inc. .Tdlyglass • VSA, Inc.." • • • • •... • • . . . • • . . ASY'Itf rf4479 Polyglass, •.•. • • •••. . . • •.• •. ...L11, Inc! • • • • • • • ••••• 11/2-2 gal/sq AC M'1?4479 'Polyglass 1/2-1 gal/sq 11/2-2 gal/sq 1-1'h gal/sq 3 gal/sq in two coats 3 gal/sq in two coats 3 gal/sq in two coats 1'/2-2 gal/sq 1'h-2 gal/sq 1/4-1 gal/sq 1/2-1 gal/sq ... INA, Inc. • • • • • •• • .• • • • • •.• . ASTM D2824 Type I ASTM D2824 Type III ASTM D6083 ASTM D1227 ASTM D1227 ASTM D1227 ASTM D2824 Type III ASTM D2824 Type III ASTM D2824 Type I ASTM D2824 Type I • Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 7 of 34 • APPROVED SURFACING: Product Name Polybrite 70 Premium Grade Elastomeric Roof Coating XtraFlex 70 Premium Acrylic FR Roof Coating Polybrite 90 High Solids Silicone Roof Coating XtraFlex SRC 9600 High Solids Silicone Roof Coating Polybrite 95 Silicone Roof Coating XtraFlex SRC 8000 Silicone Roof Coating Gravel Slag MIAMI-DADE COUNTY APPROVED TABLE 4 Product Description A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium grade high solids, single component, moisture cure, fluid applied silicone coating A premium grade high solids, single component, moisture cure, fluid applied silicone coating A single component, solvent, moisture cure silicone coating. A single component, solvent, moisture cure silicone coating. To be installed in a flood coat of approved asphalt at 60 lbs/sq To be installed in a flood coat of approved asphalt at 60 lbs/sq Application Rate I-1 %2 gal/sq Manufactur er ASTM D6083 Polyglass USA, Inc. Specification 1-1'/2 gal/sq ASTM D6083 . •'Polyglass VSA, Inc'••••• 1.25 gal/sq 1.25 gal/sq 1.25 gal/sq 1.25 gal/sq 400 lbs/sq 300 Ibs/sq • • • • • •• • •••• • • • • • •• • ••••.. •• . • • ASfMt6694 Ppjyglass• •.•• • • •• •• AS111 116694 • • • USA, Inc. •• . • • • •• •• • ••• • • • • •• •• • •• ASTM D6694... ASTM D6694 N/A N/A MA, Ine. • • •••••• •I6lyglass • USA, Inc. Polyglass USA, Inc. Generic • • • •••••• Polyglass . • • Generic NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 8 of 34 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corporation Trinity I ERD PRI Construction Materials Technologies MIAMIDADE COUNTY APPROVED Test Name/Report 4470 4450 4470 4470 4470 4470 4450 4450 4470 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D903 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D6862 ASTM D6164 / ASTM D6222 ASTM D6164 / ASTM D6222 ASTM D6222 TAS 114(D) — ASTM D1876 ASTM D6222 FM 4470 & TAS 114 ASTM D6163 / ASTM D 4601 TAS 114 & TAS 117 (B) TAS 114 & TAS 117 (B) ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6222 ASTM D4601 / TAS 117 TAS 114 & FM 4474 TAS 114 (H) ASTM D4601 / TAS 117 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6694 ASTM D6694 Report No. 2W7A7.AM 2D5A9.AM 3001334 3000857 3004091 3012321 3014751 3019317 3014692 • • • • • •• • ••.. ••• 11752.09.99-1 • • • • 02764.09.05 • • • • • • 02762.03.05 020841.06.04: • : P1734.07.06-Rt ••• P1738.02.07 •• • P1739.01.07 C8500SC.11.07 P10490.08.08 P10490.10.08-R1 P7400.03.08-R2 P10070.10.08 P10490.10.08-2 P33970.03.11 P33960.03.11 11757.12.00-1-R 1 11757.04.01-1-RI P37590.07.13-1 P37590.03.13-3A P37590.03.13-2-R1 P37590.09.13 P45940.09.13 P41630.08.13 P13760.09.09 P45970.05.14 PUSA-061-02-02 PUSA-062-02-02 PUSA-064-02-02 PUSA-134-02-01 PUSA-135-02-01 Date 08.04.94 06.22.99 02.15.00 01.12.00 01.12.00 0$,;7 03 o6310.Q4 08.05.03 • . ...... '02.08.00 M0U5 03.b.05 •06.q.04 :Q2.27'07 •e2.05 07 • et.2'3.07 11.30.07 08.13.08 10.03.08 10.09.08 10.09.08 10.30.08 03.15.11 03.15.11 04.29.13 04.30.13 07.02.13 03.06.13 02.05.13 09.12.13 09.04.13 08.06.13 09.10.09 05.12.14 01.28.08 12.04.08 02.27.08 05.16.14 05.16.14 ...... • •• • • • • ..... • 00000 • ...... ...... • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 9 of 34 APPROVED ASSEMBLIES: Membrane Type: SBS/APP Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Anchor Sheet: Fastening #1: Fastening #2: ••.• • • • • •••• • •• . ••• . ••.. • One ply of Elastobase, XtraFlex SBS Glass Base, Polyglass G2 Base•,4ly#1ex*, ?�.trgFl$x APP •• S*, Polybond* or GAFGLAS 475 fastened to the deck as described 152ltitie' • *with OMG fasteners and Flat Bottom Metal Plates. ."". •"": •••• . Attach base sheet using 11 ga. annular ring shank and 1-5/8" diamet“ tjl�eaps spaoedsg" o.c. •' • • • in a 4" lap and 8" o.c. in three equally spaced staggered rows in these Q of the sheet. • • . .• • Attach base sheet using OMG #14 Roofgrip fasteners and Flat Bottom Mal P1ates,'l5tkfast. . 14 with Galvalume Steel Hex Plates or Polygrip Fasteners #14 with Polygrip HeiPlatis or : •••• : Trufast #14 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 12" o.c'fn a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. One or more of the following Base Insulation Laver (Optional) Any approved Polyisocyanurate listed in Table 2 Minimum 1" thick Insulation Fasteners (Table 3) Fastener Density/ft2 N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board Minimum '/" thick N/A N/A Note:, Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: MIAMI-DADE COUNTY APPROVED One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 10 of 34 Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See general limitation #7.) MIAMI-DADE COUNTY APPROVED • • • •• •• • • • •• • • ••• •• • •• • • • • • • • • • • ••• • • • • •• • • • • • • •• • • •..• ..• • • •••• ••.. • • • •• • • • • • • • •••• • •• • • • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 11 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. LSystem Type•E(5)) Base sheet is mechanically attached to roof deck. Membranes subsequently adhered tq —�� insulation. '....' • • .. . .... . . . All General and System Limitations apply. Roof accessories not listed in Table 1 of thts1NJA are nbt approved and shall not be installed unless said accessories demonstrate compliance with prescripWivl'rlorida Bdilding •• Code requirements and are field fabricated utilizing the approved membranes listed i>,able 1. • Base Sheet: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P faste?ledto thelletic t described below: • . Fastening: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" dihmett tin ceps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center oifhes'heet. • Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered. Or One ply of Polyflex G, torch -applied Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 30 of 34 . • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire .... ratings of this product. . • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compljrcq with Ppajct Control Approval guidelines. All other layers shall be adhered in a full mopping of ap} tQv 4 asphdl4 applied within the EVT range and at a rate of 20-401bs./sq., or mechanically attached using the•fiateming pattern of the top layer • • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in ap?it 'ed asphalt, panel si2C; • • • shall be 4' x 4' maximum. . . '. 4. An overlay and/or recovery board insulation panel is required on all applicatio � • o .er closed cell foam . • insulations when the base sheet is fully mopped. If no recovery board is used the base$heet $hall by applied using. • •.• spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8.' ribbons in };tir>sls'rbws, ope • at each side lap and one down the center of the sheet allowing a continuous area of vent!ifation. Encircling of the . strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilatitirr.Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 34 of 34 MIAMFDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.cov/economy • . • . . .. . •... ••.. . . . . . • • • ..•• • . . • This NOA is being issued under the applicable rules and regulations governing the use of coMttfiction Materials. The •; • •. documentation submitted has been reviewed and accepted by Miami -Dade County RER - Ptbnet:Contrbl Section tot • • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction iAHJ). . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cdrotirol:Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t$n tigfit to hawk tjiis .• . product or material tested for quality assurance purposes. If this product or material fails to perform in tiie.atc8pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMFDADE COUNTY APPROVED Dimensions 65' x 3'3 3/a" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32' 10" x 3'3 %" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 • • ProJwd' Descriptiae • A fine granular/sand top surface . ilf-adhe- ing, APP polymer modified, fiberglass'teinfptced, 11tt.Mitrious sheet material for use as an uaadaclayment in sloped roof : • . • assemblies. Designed as an ice .& Cain shield.• • • • • .... .... .... .. • . . • • A rubberized asphalt self-adltridg,tlass-f ber/polyeste; ••;. reinforced waterproofing me rnbraxe. Des+gne as a • metal roofing and roof tile underlayment. • • •. • • •• • A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. • A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 • MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P 10870.09.08-R 1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report • • TAS 103 •••• TAS 103/ASTM D4798 (k.,,QJ S ASTM D1970 TAS 103 ••••• ASTM D 1623 •••••• TAS 103/ASTM D4798 & 1155 TAS 110/ASTM D4798 &b1470 ASTM D 1623 ; • ASTM D6164 • • TAS 103, TAS 110 & AS1 t.1S1b23 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 •••Date • • .1•2./04/08 • •0413/09 Q7/01/10 • 01/02/11 • • 04/26/11 .09/01 /11 •'• • • • • • M/19/11 • • 4/07/ 12 • • •07/02/13 •• � 0i/12/14. i9%3/14 10/07/14 10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 04/0 1 /08 11/09/09 02/18/10 02/18/10 • LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMIOADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 • INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck ype 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMIOADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at tminfrpum 4" 4r29d lap. (fbt• •: • base sheet only)• •"• ••• • Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polygt'iele 1 U Max, Bolystick. TU P, Polystick TU Plus, Polystick MTS or Polystick MTS P�ts'SC�f-adh�r��•; See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. • • •• •• • • • • • • • • . . •• • • • • • • • • •• • • • • • • • • • • • • • •. • Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" andititi'1aps shall be a minimum of 6". Roll the membrane into place after removing the release strip.:yerhoal strap:pn of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance witr• pJhcable bii;kll ig code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. • • • • • •• 5. For ridge applications, center the membrane and roll from the center outward in both •directions. • • . •. • 6. Roll or broom the entire membrane surface so as to have full contact with the surface, i)oing spetidl.atfentiorr • • • to lap areas. •• • • . • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly carrent P.roclatt Contfdl"'• •Notice of Acceptance. • • • ..• . .. . • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape.s'hail be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI.DADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations[atityned in • • Section 9. • • •••• Polystick TU P may be used in mechanically fastened roof tile applications with the ettteption otoitittrag set tile applications. • •• • • 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies14ke maximum roof slog shall be as follows: (See Table Below) • • • • • Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick.' MTSSPhjs+: • • . III Siysfwu'(E3) .. MTS Plus with :TM ?ius • • • Flat Tile Prohibited without battens 4:12 6:12 6:12 5:1 Z.' : . fi: j 2 '••'•' • : • Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 6:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. 0. 0 40 POL'iSlICKlU Pus MIAMI DADE COUNTY APPROVED .•. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 ••• • • • • .• • ••• 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6•••rpay be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,•Polystick Dt* J Zeb, • Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, PolystickMIS, Polystick MTS • • Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptamxe • • • • • If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Pd1 %fitk TU P, Pblystick • • TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a requestmay lie.loie to the • Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for apprpyal provided•; • • • that appropriate documentation is provided to detail compatibility of the products, wipil•itgl ft resigtalwe and fire. •.• testing results. • • • .• POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICKAMBRQT1IyS . • . • . ..• . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 61/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any applicatio .of Polyspia• • membranes commences. An approved substrate technical bulletin can be furnished uf5QgteQuest. It is.. recommended to refer to applicable building codes prior to installation to verify acceptabbsubstrates.. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. • ....• • • 13. Questions in regards to the application of Polyglass products should be directed to our ¶Cfijlical letvict, Department at 1 (800) 894-4563. • • • • • • • • • •14. Polyglass recommends that applicators follow good roofing practices and applicable Procedtres asoutlined by • • • . . . . the National Roofing Contractors Association (NRCA). • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMIDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2599 P•(YC6)315-2599 • • www.niamidade eov/economy • • •. • .. • . ••.• • • • . .••. • .. • • . • • •.• •.• . .. . . • . • This NOA is being issued under the applicable rules and regulations governing the use ofienstruction materials. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product•Contrpl $prtion to•tie • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdittio&i'(PHJ).' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product tontroo Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. M1AMI4 DE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane • . • . . •• • . .•. . . •... .... . • • .. • • • • This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sejijggts, Incas describecj in this Notice of Acceptance. For the locations where the design pressure requirements, as d'eismaihed bit AIS}Sresable building code, do not exceed the design pressure values obtained by calculations in compliance+wi:h Roof ng • Application Standard RAS 127. For use with approved flat, low, and high profile rooftile systems usingICP• Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications • • • • • • • • • • • • ••• • •• • • • • Product Descriptiolf • • • • • ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 rooftile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fte 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIANH DE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2of11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 Od/U8794 257818-1PA TAS 101 • • • • 1 /V;5/.%5 •96 • .. ' 25-7438-3 SSTD 11-93 Klie 25-7438-4 . 25-7438-7 SSTD 11-93 •... 11/02195 • 25-7492 SSTD 11-93 . • • • • • /1V45 .. . • • Miles Laboratories NB-589-631 ASTM D 1623 ' ' • 02/01794 Polymers Division • • • •• Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • • • 04/30(93 • • • •• Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMIOADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. • • • • • • 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component?jpllliCation secty4n and the •• corresponding Placement Details noted herein. The roof tile assembly's adhesive attacbunt withtbe1st of IC.P • Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet ore am; the resistance value determined in compliance with Miami -Dade County Roofing Application Standards 11AEr}q7. ThleMlNive • attachment data is noted in the roof tile assembly NOA. •••• • • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance 1,44fi ofing4p,litation. Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and•Maiutenance Booklet. •' • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license8 by ICP Adltasivasand Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicalo irtathe authority havirir • • • jurisdiction. • • • ••• • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMIOADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches • 30• • • Low Profile #2 • 12-14 sq. inches • .... ... • ••• �3Q High Profile #2 17-19 sq. inches • . . . ' ; " 3U • • • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at , head of tile 9-11 sq. inches at.. overlap •••••• ...12 grams peg paddy: • • ... • • • • • . ••• • • • • . • .• .• • _ _ Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal.....17 20-25 sq. inches each • bead • • .. grams per bead •edge) • • • •• . • _.• . Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 gramcund'er pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MANMADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 MIAMIOADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. .... . . 2. Continue in same manner. Insure appr? cMiately 17 (109.7 cm2) — 23 (148.4 cm2) square tnc1 adhesive . • contact with the undersikj'tpe tile. . •••• . . • • • • • . . .. .. . . . Medium Profile / Double Pan The .. • • • • •• • • • • • • . • • •• • •• • . 1. Starting at the eave course, apply a mi m m 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 MIAMIOADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 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 1.7•(1,09.7 cm2) — 23 (148.4 cm2) square inch adhesive Coutacf with the. • •• • • • • underside of the tile. • • • • • • • • • .• •• • • 2. At the second course, applyd Mihimum 2"•(50.8mnt) x 7" (177.8 mm) x 1" (25.41Mfoam PaddQonto the underlayment positioned ass►iown under the strengthening rib closest tQ �k4 QverlocC�o�f tie tile being set. • • • • • 3. Continue in same manner •Insure approximaiely 10: (64.5 cm2) - 12 (77.4 cm2) square inch gdhe,i e • contact with the underside of the tile. • • • Medium Profile / Double Pan Tile • • •• 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • MANMADE COUNTY APPROVED 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 approodimaiely 17 F1a1.7•cm2) — 23 (148.4 cm2) square inch adhesive conjgcilwith the underside of the tile. • • . • . . . .. . 2. At the second course, applya nail imum 2" (50.8mm) . x 7" (177.8 mm) x 1" (25.4'tt f) foam paddy onto the: • • underlayment positioned a!'s?ib'in und$f thepan portion of the tile closest to the overlock of fhe tile • being set. • •• •• • • 3. Continue in same manner.'Ins?r$ appro)tipigely 17 (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Toe Medium Prof MIAMI-DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up frol11 t118 gave edge free of foam to prevent the expariM adhesive from blocking the weej lQles. Insure, • approximately 17-23 in jp9•7-148.4 ce) of adhesive contact with the avlderside of thg tile •• • • • • • • 2. Apply a 4" (101.6 mmpt 4" 6(101.6 tnm) x 1" (254:' mm) foam paddy onto {h'elMerlaymenf just below • the second course line Qositioned foarapAddy under the strengthening Eip•tycl flat tilgb o; under the, • • pan portion of the tile, closest to the•videltock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9of11 Nailthrough h (When required! ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Single paddy order She Ar4ln. **N Single 1=Ain r.idpvia o Ease Course V## Weephole to Es.e closure High ProflloTlle MIAM OADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/," (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 (71 cn) s Aare incil.adhesive contact with the undersideof the the atthe overlap • • • and 7 (45.2 cm2) - 9 (581VI) square inch adhesive contact with t)3M iihtitrside of tfle tile at • • the head of the tile. Coilt • • in sari .raaa$ner. • •• •• • • • •• • ••• •• • • •• .• • • • • • • • • • • • • • • • • •• • •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to adrkve 65 to 70 sq. in. In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 In. from outside edge of cover tilt. Then Install the We. Ensure 20 to 25 sq.In. contact area. Underlayment Eave closure (molar shown) W..pho . Fascia Board Steep pitch applications when required) Sheathing Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile MIAMWADE 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 mary�eJ •biLngingstrp e Q l • • courses up toward the.ridge.Insure . approximately 65 (41941.cm2) — 70.(451.6 cm2). • square inch adhesive contact with the &Terside• • • • • of the pan tile. • . . ..• .. •• • • • .• • . • • • 3. Turn covers upside daigii U osing the underside • . of the tile. Apply a minimum 1" (2t.4 f m) x 1 Q'1 (254 mm) bead of adhe. Aye directly4v tj a innet edge of each side of the cover tile. Sate approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers 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 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: . • •• • • •••• • • • 4. This NOA is being issued under the applicable rules and regulations governing the use of cgrAtggijion nt a nab, . The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prradil'ct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiiftion•(,AHJ).• • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Coptrpl �gction• • ••• • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve Me right to have this product or material tested for quality assurance purposes. If this product or material fails to Penoi in in the ac iepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatgly revoke, modify:or • suspend the use of such product or material within their jurisdiction. RER reserves the right to te'oke this.acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meef the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMEDADE COUNTY APPROVED la 10 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. Forlocations where the pressure requirements, as determined by applicable Building Code, do not•excepd the dgsjg opressgrg.. •. values obtained by calculations in compliance with RAS 127 using the values listetl.in'tlt instalMign section • • • herein. The attachment calculations shall be done as a moment based system. • 2. PRODUCT DESCRIPTION Manufactured b 'Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Length = 17" Split Shake Width = 13" thickness = 1-9/32" Saxony 900-Shake Trim'Pieces MIAMIOADE COUNTY APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS-112 . . • .... . PredgeP:• ••. Desct�l pti8n • • • • Flat profile, interlocking, IIigh pressure: extruded • concrete roof tile with twanail doles. or direct deck, . batten, mortar set or adhesive setapplicatigi: • Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. • . •. . • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 . • 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Aeencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MAMFOADE COUNTY APPROVED Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 • • • (2 Quik-Drive Screws, Direct DaIs) • • Static Uplift Testing TAS 1Q,2.;.. (2 Quik-Drive Screws, Batten*.. Static Uplift Testing TAS 102 • • •• • (1 Quik-Drive Screw, Direct D>st'ljf ' : Static Uplift Testing TAS l J2 •• (1 Quik-Drive Screw, Batter) • Wind Driven Rain , TAS 100 • '• ..• • Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 F'ebb'1 995 • .. • Feb. 1995 • March .1995 .. • ••• Mara', 1995 . (get 1994 .• . . ••. elec..' 991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 • . • . . • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications . • Staxdards listed .... section 4.1 herein.• • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the robf slope t601ess stated • • otherwise by the underlayment material manufacturers published literature. • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements Mali .be in compliance wttir • • the applicable Building Code. 4. INSTALLATION . . .. .. . . . • 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componeots sail be iestama in strict . • • • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. • • • • • • • 4.2 Data For Attachment Calculations ' •• • . . Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - A. (ft3) Tile A. (f 3) A. (ft3) Profile Batten Application Direct Deck Application Saxony 900 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - Me (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MANMADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 .' • • •. 7.4 1 .#8 Screw 30.8 : 3Q.8. ' •' • 18.2 • • • 2 .#8 Screws 51.7 •51.7. .":'.24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 "24.3- ' • .24.2 • ... ' 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 • °{4.0' . • • • . •22.1 ' • . 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 .,9 : • • . • •34.8 - 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 : 3?.9: . . , • •32.2 .., - • .. • • .. . . 00 • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) •„'. • for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3263 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBondt one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar MANMADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". • • • • . .. . . . • .• • . .... • .. .. • LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES.TL PLANT)• LOCATED UNDERNEATH TILE • • • • • •. . . . •• . . ..• ..• •• .• 6. BUILDING PERMIT REQUIREMENTS . •. . . 6.1 Application for building permit shall be accompanied by copies of the following: . • . . 6.1.1 This Notice o Acceptance. • •• •• • • • 6.1.2 Any other documents required by the Building Official or applicable building code Ti Oder to properly evaluate the installation of this system. NAIL HOLES 17" MIAMIOADE COUNTY APPROVED PROFILE DRAWINGS UNDERLOCK I SAXONY 900 - SLATE 13" • • • • • • • 1-5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS • •• 9/32"(g. ) • • • • • V • • • • / • • • • Y • • • • •• •• • .• • 17 " ;:_,.. / 13 " • • .• Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MANMADE COUNTY APPROVED • • • • • • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES 17" MIAMIOADE COUNTY APPROVED PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE . • • •• •••• • •• • • 13" •• • •• • •• ••• • • • • • • • •• • • • • •• • • • •• 1-9/32".4% e) •. •• • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 0 0 e. FL`a I41 INTERNATIONAL ENGINEERING INC Florida International ' igineering.lnc 6175 NW 167 St a et, M;r,rri, I L 33015 Telephone: (305) 378-1991- Fi:;x: (305)3784997,-,, G f r; Miami -Dade Lab Certification # 07-0612.11 Owner's Name: Job Address: Roofing Contractor: 'yi#'Gy FIDO r t 0->Ga 1 SITE SPECIFIC INFORMATION eXatiA-a? u) -35ii -t.=-(o_/0'- /k. a/f/e Permit Number: I kocld Type of Tile: kLR • -t O Approximate Roof Height: t1► feet Slope: It t1Z- Type of Access to Roof: ,/ Ladder Other Required Testingg Force: 35 lbs. b to Instalje�(: *X 1 -4419 CA2b4S-•-44/0-5/41 Approximate Square Footage: gaO Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: (012t l 18 TEST RESULTS P= PASS, F= FAIL ft2 Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 —VW?. 21 � �j � 41 Fir 61 81 2 22 � 42 6282 3 23436383 4 24446484 5 25456585 626466686 72747 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 .i3 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 1 ft Area Perimeter Ridges Units or ft2 I� 1 m� .4,2O.O No. of Tests 1'4 to 41 `o Vin a krisk aAy ONAL State 'Qtik EO9 i ,. �� G� . RESPECyf' G[wt'' , k NSF• 44, ' No.63107 • - Florida International Engineering, Inc. Job Address: 413 1J to-[ 3Sr:, 041 A441 Gjtto is S.��L Contractor: Sketch of Roof (NTS) 4t 4 • ... RvF L 'ot' • 4' (50 A (0 4, 1, ifr 4 ti v 4)1:9 4A Notes Setitg i�-1► • • I Z'-r BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS FBC20 V7 Master Permit No. �c i1i8 - I LOZ Sub Permit No. (e " 339 WREVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q 3 C7 City: Miami Shores County: Miami Dade Zip: 33 ( Sa Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '✓( QCC 5 Address: City: ti fv S C`P'S State: Phone#: 1$� 7:I5. ^V t-t $ a Zip: 3 3 t 6 C'> Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 5C; QCS Address: (•)7-7'6 tom lL 5 2 City: e,1,4-4—a 4 ate: �? Qualifier Name: y -1 State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ ov'?1a. te2_ 13a555'<0 Phone#: —PAL. i 6.r7 $r57 Zip: 9'3 I S 1 Phone#: Certificate of Competency #: Phone#: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: ee•JLS tc.t' -(1.J`C S eclc,i .k\ SP1•'fktv-+x 4 d\ rnckli.A etiNdcri,e. nectl(,nc+ca ch,n .5c) �� �, r. 4 p h o.r•c� — IJC 414410t0 Ltpl Specify color of color thru tile: `( eS Submittal Fee $ O Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ I l a ❑ Demolition Fcz oj1lP - V�ia+E'r l� a 114-r tr`oe-1 (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 (,04.,fleastea_ OWNER or AGENT The foregoing instrument was acknowledged�before me this �b.day of Y , 20 ' _ , by 160 -UZ_ oa wfio is per_ so�ly,known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: • -4„o: My Comm. Expire APPROVED BY JENNIFER FADUL NotaryPublic - State of Florida Commissior. # GG 171862 J*a***20*** ** Notary • n. Signature _ \� CONTRACTOR The foregoing instrument was acknowledged before me this 3 day of 6C-� W�c ,20 0✓by 11 3 & &icI/I otteZ- , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***************** Plans Examiner JENNIFER FADUL Notary Public - State o' Florida • Commission # GG 171862 My Comm. Expires Jan 2.2022 Bonded through Nationa No:ary Assn. *********** Zoning (Revised02/24/2014) Structural Review Clerk Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - 00 NOT PAY 5936084 BUSINESS NAME/LOCA ISAACS ROOFING & INSULATION CORP 17225 S DIXIE HWY 200 PALMETTO BAY, FL 33157. OWNER ISAACS ROOFING & INSULATION CORP ISAIAS f1FI SOI PRFS Worker(s) 5 RECEIPT NO. RENEWAL 6192629 EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR CCC1325556 PAYMENT RECEIVED BY TAX COLLECTOR 45.00 10/01/2018 CREDITCARD-19-000539 This Local Business Tax Receipt only cenfmns payment (Attie Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and regeiremeMs which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAMtDADE „- For mote infotmatmn, visit www.miamidadagov/laxvollector Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 5481221 BUSINESS NAME/LOCATION: ISAACS ROOFING & INSULATION CORP 17225 S DIXIE HWY 200. PALMETTO BAY, FL 33157 OWNER ISAACS ROOFING & INSULATION CORP Worker(s) MIAMI•DADE For more information, visit wwwmiamidade aovi axcollector RECEIPT NO. RENEWAL 5720942 SEC. TYPE OF BUSINESS LBT EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 196 SPECIALTY BUILDING CONTRACTOR 1 CCC1327401 iR PAYMENT RECEIVED BY TAX COLLECTOR 45.00 10/01/2018 CREDITCA RD-19-000545 This Local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt is not a license. permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commareial vehicles - Miami -Dade Cede gee as-276. Section A/B Low slope roof area (ft.2) MIAMMADE COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section A (General Information) Process No: Isaacs Roofing 93 NW 93 St EI Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles REC T _ CT 0 9.2018 El Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type ❑✓ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance • • Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No Roof System Information Steep Sloped area (ft.2) 700 If yes, what typ4.1.3 Natural • ❑ LPGX 1800 • Total (ft.2) VOG . • `• • - . • Section B (Roof Plan) • • • • • • • - - • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers angliqvirljow drains Include - dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and IoCatidn bf parapets. • Perimeter Width (a'): 3 Corner Size (a' x a'): 3' x 3' • • .T- we • • • • • - •• - •• - • • - • - 40' UJ 20' 10' 15' 18' 22' r 19' ca w 0 CC s�. IIVII' IANCE WITH ALL FEDERAL c., r z (. z O rr /NIL /UNIJ I P RULES AND REGULATIONS Tile Roof System . MIAMI DiADE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System Eagle Notice of Acceptance Number (NOA): 17-0822.13 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 39.1 P 2: 68.1 P 3. 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): I40.4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 Roof Mean Height: "/12" 20 Method of Tile Attachment: ft. --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga.-- --Galvinized Metal-- 1 1/4" Ring shank nail Hook Strip/Cleat gauge or weight: --n/a- Deck Type: --5/8" Plywood -- Optional Insulation: n/a • • • • • Optional Nailable Substrafe. In/a • • • •, •• Ow • • • Optional Nailable Substrate Attachment • (n/a Basesheet Type: 30# ••••. • • • • • •• •• •••• • • • • • • • - • • •s • • • • • • • • •• • •- •• Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet) Type: Polystick TU PLUS Tile Underlayment Attachment Method: Self adhered Tile Profile: Flat tile Section E MIAMICIA E COUNTY "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: 39.1 68.1 100.7 xX xX .315 xx.315 = 21.45 - Mg: - Mg: - Mg: 7.62 7.62 7.62 = Mr1: = Mr2: 4.70 13.83 31.3 NOA Mf NOA Mf = Mr3: 24.10 < 31.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater ttia• or equal to the Fr val J ,'r' eac' - rea •of the roof, then the tile attachment method is acceptable. • .....• ' • •••• • P1: P2: P3:1 1 x I: x w: X w: 11111 Ell xw:l 1= ME -W:n= - W: - W: ME x cos 9: ®= Fr1: x cos 9: ® = Fr2: x cos 9: ® = Fr3: • • • • • •• • re to Obtain Information to complete tile calculations • • • • p�• NOA F' • • • • • y�A F' • •• INA F' • • •• • • • • • • Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 - • S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b- -d on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a, Product Approval (NOA) Restoring Moment due to Gravity Mg - oduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu : ed Minimum Attachment Resistance F' Product Approval •A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w = width Product Approval (NOA) MIAMI-DAME E COUNTY 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 MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade. Eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails toZper Th i in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mMfi', or suspend the use of such product or material within their jurisdiction. RER reserves the right• p •yoke this acceptan .e, if it is determined by Miami -Dade County Product Control Section that this product or mate441, fails to flint the • requirements of the applicable building code. '....' This product is approved as described herein, and has been designed to comply with the Florida$uildint Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • DESCRIPTION: Low Profile Concrete Tile • . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ancf 1io71owing 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.16-0314.06 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino MIAMI.DADE COUNTY APPROVED NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 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 Dimensions Low Profile Lenght = 17" Concrete Tile Width = 12 ''A" Thickness ='/" Low Profile Concrete Tile Low Profile Concrete Tile Low Profile Concrete Tile Low Profile Concrete Tile Trim Pieces MIAMI-DADE COUNTY APPROVED Lenght = 17" Width = 12 V." Thickness ='/z" Lenght = 17" Width = 12 '/4" Thickness ='h" Lenght = 17" Width = 12 '/a" Thickness ='h" Lenght = 17" Width = 12 1/4" Thickness ='A" 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 Description Flat profile concrete-ooi'tile equipped with two.•.• nail holes. For adhesikt set, diregrdeels or • • battened nail -on applicabaons. "" .... .... . • Flat profile concrete rppate equfgiNci with twp... nail holes. For adheci.set, direct desk or • • battened nail -on applications. ••.•. • Flat profile concreteroof the wit i.sJ .finish equipped with two nail koles. For adhesive solt,...: direct deck or battened nail -on apilIeathons. • • • 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, concrete roof pieces for use at hips, rakes and ridges. Manufactured for each tile profile. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies 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 ATL of South Florida MIAMI.DADE COUNTY APPROVED Test Identifier ERPF-001-02-01 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix II P0402 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 RT0706.01-17 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 TAS-112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 • •' T 1 v 1994 •• • • .... . • . • •Oct. 1994 . • . •••• • • �••'eb.199��••• • •. • :.1Mrch, 1995•••• • • • • • • • sec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 09/25/17 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code. 4 INSTALLATION: • 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components shail be i>as'ttat11sd in strict •. compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. • ••`• 4.2 Data For Attachment Calculations 1••• . . .... . . . . Table 1: Average Weight (W) and Dimensions (I x w ), • ; • • •. • • • • Tile Profile Weight-W (Ibf) Lengtp,l.(,tt) • Width-w (ft) . Low Profile Flat Tile 11.4 1'42 • 'I 03 • • • • . . • • • .• . Table 2: Aerodynamic Multipliers - A (ft3) •..•.• Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Low Profile 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 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 2-10d Ring Shank Nails 30.9 38.1 17.2 MIAMIDADE COUNTY APPROVED NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 9 • Low Profile Flat Tile Low Profile Flat Tile 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 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 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'h" from head of tile. • . •••••• Table 5: Attachment Resistance Expressed as a Moment Mf (Ktt-Ibf) • for Two Patty Adhesive Set Systems • •••• •'•' Tile Profile Tile Application AttiachmentResistan'c'e" .... ..•. .... Low Profile Flat Tile Adhesive' 31.3•'� • 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. • • • • • • • . . . Table 6: Attachment Resistance Expressed as a Moment - Mf•(ft-Ibf) for Single Patty Adhesive Set Systems .••.•. " ' Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset®AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of PolyProTM 4 Medium paddy placement of 24 grams of PolyProM Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. MIAMI.DADE COUNTY APPROVED NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 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". ...) EAithL- FLOR!DA .. (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) • • ••• •• • • • • • • • • • • . • •• .. • •. • .. . •• ..• LOW PROFILE 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. MIAMI DADE COUNTY APPROVED • • : • • • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 9 PROFILE DRAWING LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE MIAMI.DADE COUNTY APPROVED • • • • . •• • • •••• • • •••• • • •••• • • .•.• • • • •• • • •••• • •• • • • •••• •• • • • • • • • •• • • • •• • • • • • • • • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 9 17" MIAMWADE COUNTY APPROVED LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE • • • • • •• • ••••..• • •••• • • • • •••• • • • • •••• • • • • •••• • • •••• •••• • • •• •• • • • • • 1 2%„ • • • • • • • •• • • • • •• • • •• • • • •••• • • • • • •• • • • • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 8 of 9 LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE MIAM1DADE COUNTY APPROVED . . • . . .. . ...... ....•. • •... • • ••.. • ...... •••. • • •..• ...... • • •• •• ...... • • • • • • • • • •• • • •••. •••. • •• • • • .. •• • ...... • • .• • • • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 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 have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it.is . determined by Miami -Dade County Product Control Section that this product or material fails.to l t t the requirements. ..... of the applicable building code. • • • • • • • • • This product is approved as described herein, and has been designed to comply with the F1ori¢iruilding CMe• • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TILE BONDTM Roof Tile Adhesive •..• • •••. .... ...... • • • • • •• •• •••• ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city 'gate 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 beem 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.14-0820.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub Category: Material: Roofing Roof Tile Adhesive Polyurethane SCOPE: This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BONDT"I Roof Tile Adhesive. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile Adhesive PRODUCTS MANUFACTURED BY OTHERS: adhesive • . •.••.• • • • • •••••• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA•whtch list attachment . • •••••• • resistance values with the use of TILE BOND roof tile adhesive. • • • • .... • •••••• MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • • • • • •••••• • • •• •• • • • • • R,e§afts 1.83 lbs./ft.3 14.31 psi 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete 2.21 % absorbed by Volume 3.00 Perm / Inch -0.47% Volume Change @-40°C., 2 weeks -4.05% Volume Change @70°C., 100% Humidity, 2 weeks 86.3% • • • • • • • • • • • • •• • • • • • • • • • •••••• • • • . ••••• •••••. • • •••••• • • • . • • • •• • The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation • • 00000• • • •••••. • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 INSTALLATION: 1. TILE BONDTM Roof Tile Adhesive may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BONDTM Roof Tile Adhesive. 2. TILE BONDTM Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment wittrthhe: se of TILE BONDTM Roof Tile Adhesive shall provide sufficient attachment resistance to meet or e3iceed tiny resistance' • •:. value determined in compliance with Miami -Dade County Roofing Application StandareWp•S 127'.'�laq •• .1 •::. adhesive attachment data is noted in the roof tile assembly NOA. • • • • • • • 3. TILE BONDTM Roof Tile Adhesive and its components shall be installed in accordance yyiYll Roofirt V4alicatio i • Standard RAS 120, and The Dow Chemical Company TILE BONDTM Roof Tile Adhesiire.Qperatirlg Ins ruction •: • •• and Maintenance Booklet. • • • ••. •.••• •••• •.••.. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licenseditiye Dow Chemical •� Company. • • • • • • . •..••. • • 5. Pressure treated wood filler block shall be required on all eave course of all tile profile�,Qxcept ont two •piece : • • • •• • barrel tile • • • 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND' Roof Tile Adhesive has been dispensed. 7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMIOADECOUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 3 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BONDTM Roof Tile Adhesive can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDTM Roof Tile Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /-1 F —W 2/ F' M S 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. LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable n arkiiag of • thq • • •:. manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approi'red" or VA Miami- •'' • Dade County Product Control Seal as shown below. • • • • • • • • BUILDING PERMIT REQUIREMENTS: .... •••.•. 000000 •.•.•• '. •.• • ••••.. As required by the Building Official or applicable building code in order to properly evaluatetheirrtallation of this • • system. • • •••••• •••••• • • •• . •• • •••••• • •• • • • • • •••Y• • • • • •••••• • •• • ••.• •••• • • •• • • • • • • ••••. •••••. • TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel #4 11.6 20 MIAMI.DADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 4 of 8 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 MIAMFDADE COUNTY APPROVED •• ••• OOOOOO .••••• ••.• • • ••.•.• • • • • `_ ••.r:i'// rfAro • •• • • 7.14-'1-11' ••• •••••I•��� •• r/ •..••. • • • ••••.. • •••.• •• • • OOOOO •OOOOO • •..••• • • • OOOOOO • •.•••. • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 5 of 8 MEDIUM PROFILE DETAIL #2 MIAMI.DADE COUNTY APPROVED . .. . • . . . • • • • • . . . NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 6 of 8 HIGH PROFILE DETAIL #3 • • • • • •• • • • • • • • • • • • • •• • • • • • ••• • •• • ••'• • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 • BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED • . • .. . • • . .. . • •... . •... . • . • • • . NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 8 of 8