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RF-17-2440Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 9050 PARK Drive Miami Shores, FL 33138- Owner Information Permit NO. RF -10-17-2440' Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Issue Date: 10/16/2017 Expiration: 04/14/2018 Parcel Number Applicant Address 1132060400020 Block: Lot: DIANE BUTLER Phone Cell DIANE BUTLER 518 98 Street MIAMI SHORES FL 33138-3158 Contractor(s) JOHN BUSTA ROOFING INC Phone CeII Phone (305)219-9699 Type of Work: Re Roof Additional Info: RE -ROOFING SLOPED ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $14.40 $4.50 $3.00 $4.80 $300.00 $9.00 $19.20 $854.90 Pay Date Pay Type Invoice # RF -10-17-65328 10/16/2017 Check #: 2111 10/16/2017 Check #: 2476 Bond #: 3531 Amt Paid Amt Due $ 354.90 $ 500.00 $ 500.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet 1 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 AFFIe r . that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction • d zoj} more, I authorize the above-named contractor to do the work stated. October 16, 2017 Auth. ' ' Signature: Owner / Applicant / Contractor / Agent Building Department Copy October 16, 2017 Date 1 ti� BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC rg ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS • JOB ADDRESS: 9.00 P/ /6 t" RECEIVED OCT 121017 CH SFB� 0 f- _ Master Permit No. - ' Sub Permit No. 0 REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores `� County: Folio/Parcel#: 1/ 3,w6.0. 44 OQ2 Miami Dade zip:33/30- 3/5$' Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO X OWNER: Name (Fee Simple Title/holder): L /A/(/, Inc-/ _ / Address: 5/2 1z5 9/ J7 City: A//A/11/ cCAtie. S State: P2 Flood Zone: BFE: FFE: Phone#:3O� 757-J062/2 Zip: 3/5g1 Tenant/Lessee Name: /� Phone#: Email: F-/%/2�1 VGL. Cw A rr NET CONTRACTOR: Company Name: 40/7/4/ / s7,4 1 • =EXC. Phone#3J' R/9, ' 5 9j2 Address: ,/ 4&70 / i e Q/ (57—./41 City: '` =Pt7j s State: .� • Zip: 335'9 V Qualifier Name: azzvithe.7. RCL % Phone#:2O 2/ 9 • State Certification or Registration #: Ce—" O-' 'O'C� Certificate of Competency #: DESIGNER: Architect/Engineer: A/�`i Phone#: Address: City: State: Zip: ���� o Value of Work for this Permit: $ /29, 0�,%..uar7-9Linear Footage of Work: ❑ Alteration ❑ New [I Repair/Replace Type of Work: 0 Additiond Description of Work: l--RO 'iN�' E(/27F cSl o P6,6 &C g coo 0 Demolition Specify color of color,thru tile: S 6t 1€/5: Submittal Fee $Permit Fee $ �JC)0 - (7‘-1 CCF $ CO/CC $ Scanning Fee $ 9 • L)7 Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ate 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: 1 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. „r—Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /b day of trm BEE , 20 /7 by (a -m. day of ©e7"- ie. , 20 /7 , by JY/?AE BILTI II , who is personally known to %/i(/ R. Bees7.Z , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: SOti Oft' Ltka sa. r rcc 4' Zusrok Print: Seal: ************ SANDRA MIN BUSTA • :*__ MY COMMISSION # FF 159120 EXPIRES: September 14,2018 • Bonded Thru Notary ebbe Undnmlters APPROVED BY . ************************* NOTARY PUBLIC: Sign: C71/1.API a TI,a3a–bL Print: 5CIhc rO( 4• 6,uc5 417. Seal: Plans Examiner SANDRA ANN BUSTA MY COMMISSION # FF 159120 ' EXPIRES: September 14, 2018 *isiadgd#Tleotiger Ik ismiel toric ********** Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations;" and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this By h//4:t. RGe7iQ_ Notary: SEAL: 1 a. day of'e7 ',32ie_ , 20 /, . who is personally known to me or has produced as identification. /44711::, 'Y SANDRA ANN BUSTA MY•COMMISSION i FF 159120 •_ 'EXPIRES: September 14 2018 � A '30 bonded Thru Notary Public tMderrrieers John Busta Roofing, Inc. 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: jrbusta300@aol.com October 6th. 2017 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at 9050 Park Drive Sworn to (or affirmed) and subscribed before me this 6th. day of October 2017, by John Robert Busta. Personally known X \--5CL"AotAitYL. tU&Q:. Sandra A. Busta Print type or stamp Name of Notary o'F ik SANDRA ANN BUSTA a MY COMMISSION 0 FF 159120 EXPIRES: September 14, 2018 ' R „ t4V Bonded Thru Notary Public Underwriters Miami Shores Vnage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ID/4/1/6 &7e. Date: /0 'YD. X0/7 Property Address: 9050 ,"ASG )44 Roofing Permit Number: Dear Building Official: I /)//4/t Q z6e. certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) / GVH Q? 1 L2 deSign'atu`re Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this day of Oe61t'' Notary Public, Sate of Florida at Large Sa ' tib SANDRA ANN BUSTA MY COMMISSION # FF 159120 EXPIRES: September 14, 2018 Bonded Thru Notary Public Underwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ' Property Search Application - Miami -Dade County When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full IMPORTANT market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes., MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 9050 park dr ! Suite 1 PROPERTY INFORMATION Folio: 11-3206-040-0020 Sub -Division: PARK MANOR HOMES Property Address 9050 PARK DR Miami Shores, FL 33138-3158 Owner DIANE BUTLER Mailing Address 518 NE 91 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL - SINGLEFAMILY: 1 UNIT Beds / Bathe / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 3/2/0 1 1 2,515 Sq.Ft 1,769 Sq.Ft 2,100 Sq.Ft 7,535 Sq.Ft 1971 „ 1 http://www.miamidade.gov/propertysearch/*/ '1/3 10/10/2017 Property Search Application - Miami -Dade County Featured Online Tools d Y rj 2016Aenal Photography ,oft 411'1 Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice ASSESSMENT INFORMATION I Year Land Value �P. Building Value l _ Extra Feature Value Market Value 2017 $226,050 $152,250 - _ 51,062 2016 2015 5188,375 5180,840 i $153,468 $154,686 51,074 $877 I 5379,362 $342,917 $336,403 :' Assessed Value 5377,208 $342,917 5336,403 TAXABLE VALUE INFORMATION 2017 2016 2015 COUNTY Exemption Value Taxable Value $0 $377,208 $0 $342,917 SCHOOL BOARD $o $336,403 1 Exemption Value Taxable Value $0 $0 $0 $379,362 5342,917 —-------- ___.. 5336,403 I CITY Exemption Value Taxable Value REGIONAL $0 5377,208 $0 $0] 5342,917 s 5336,403, Exemption Value http://www.iniamidade.gov/propertysearch/#/ 50 50 2/3 Taxable Value Property Search Application - Miami -Dade County $377,208 5342,917 5336,403 BENEFITS INFORMATION Benefit Non -Homestead Cap Type Assessment Reduction Note: Not all benefits are applicable to all Taxable Values (i.e. County, Scholl Board, City, Regional). 2017 52154 2016 2015 FULL LEGAL DESCRIPTION PARK MANOR HOMES PB 86-52 ILOT 2BLK1 LOT SIZE 7535 SQUARE FEET OR 164062950 0694 1 COC 26307-0277 03 2008 3 SALES INFORMATION Previous Sale d 104/30/2009 03/01/2008 06/01/1994 Price $262000 50 5115,000 OR Book -Page Qualification Description 26848-1620 Trustees in bankruptcy, executors or guardians 26307-0277 Sales which are disqualified as a result of examination of the deed 16406-2950 Sales which are qualified 02/01/1989 $0 00000.00000 Sales which are disqualified as a result of examination of the deed 08/01/1973 562,000 00000.00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. Previous Owner 1 JRA INVESTMENT INC TRS 2017 2016 2015 LAND INFORMATION Lend Use GENERAL Muni Zone R-17.5, R-18.5 PA Zone 1000 - SGL FAMILY - 2101-2300 SQ Unit Type Units Calc Value I Square Ft 7,535.00 5226,050 j BUILDING INFORMATION Building Number 1 1 Sub Area 1 Year Built 1971 Actual Sq.Ft. 2,515 .q Building Sketches Available! Living Sq.Ft Adj Sq.Ft Calc Value 1,769 2,100 5152,250 f EXTRA FEATURES Description Chain-link Fence 4-5 ft high Patio - Screened over Concrete Slab Year Built 1971 1971 Units Calc Value 1 60 $342 5720 144 ADDITIONAL INFORMATION • The information listed below is not derived from the Property Appraiser's Office records his provided for converdence and is derived from other goverment agencies. http://www.miamidade.gov/propertysearch/it/ 3/3 Master Permit No. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) /O-/7- 4'b Contractors NameJO/7//} 8e6_574 - ,/VCS Job Address 9Os-7 PAl , ❑ Low Slope ❑ Asphaltic Shingles O New roof 0 Repair ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Process No. RECEIVE? OCT 12 1017441L4104 1 • . . 0 Maintenance Reroofing if• ; RectwirlB• • ROOF SYSTEM INFORMATION . Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF� OM Total (SF). dO : ' . . . . . Section B (Roof Plan)•• • •'�• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andbverflogv drains. Inc4• Jde dimgrl . J: sions of sections and levels, clearly identify dimensions of elevated pressure zones and location df parapets. • • .• • . • .. . ... . •S•%.• 1 11 1 1 1 1 1 I • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 1 I 1 1 1 1 1 1 1 1 1 1 1 11 1 34 2. Z - o \, n g . L xt D L ib < s F. - - - - . - - - Miami Shen J1�__-..---- -•__ _.._.._ 1 ` I. z, /4 APPROVED ZONING DEPT -() J a_ ❑ I W IEW ZD ..J p Q ,_ tP, FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 1 I 1 1 1 1 1 1 1 1 1 1 1 11 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: CT/A/ //�g pjoo,J�s' OF�� /1 LLC Notice of Acceptance Number: �4 _ /Oj%6j , OZ Minimum Design Wind Pressures, If Aplicable (From RAS 1 7 or Calculations): P1: 39./p P1: 6g / P1: /00.7 Roof Slope: : 12 Deck Type: Ridge Venti tion? N Waz- 'Way-Po/wool) Type Underlayment: Insulation: AsrM bZ26 - 7%OETl . . . .. . Fire Barrier: 1 Mean Roof Height: ZS . .... . . ... • ,V/A . Fastener Type & Spacing: Adhesive Type: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e. • • 2 sEedc-A61/iekb • • Type Cap Sheet: l Aolys..77 Roof Covering: Type & Size Drip Edge: _-- - 41 1, s 1 •• J 1 1 1 1 Z66 7•6,4C_V , 1 1 FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL(CODE COUNCIL • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 1 1 1 1 1 fi 1 1 1 1 1 1 1 1 1 1 High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M1. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "yoment Based Tile Calculations Per RAS 127" (P1:, x 7�t3(3 = 47.29:)- Mg:(p. Q9= M„;�c Product Approval M, (P2:4j xX, t3)3 = - Mg: (o, Q9= Mrzl z Product Approval M, (P3:)7x1,3(3 =3 SF)-Mg:(p,q9=M� Product Approval M, 4'.S `S Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' ; . . 2:12 34.4 36.5 38.2 39.7 • • 42.2 3:12 32.2 34.4 36.0 37.4 • ••:37.8 t 4:12 30.4 32.2 33.8 35.1 '--x,'7'.3 5:12 28.4 30.1 31.6 . 32.8 .•••r9 i 6:12 26.4 28.0 29.4 30.5 ••••32.4 , 7:12 24.4 25.9 27.1 28.2 • • • 030.0 ' •- 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Cpunty board of Rub• s and • • Appeals. • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F"fides are graa▪ tar than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • • •• •. • 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" 1 (P1:_ x L = x w: = ) - W: x cos O = Fr, Product Approval F' 1 (P2: x L = x w: = ) - W: x cos O = F,2 Product Approval F' 1 (P3: x L _ = x w: = ) - W: x cos 0 = Fri Product Approval F' 1 1 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M8 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL, CODE COUNCIL! FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio an Jun 8, 2015 10:32:12 AM pursuant to License Agreement No further reproductions authorized. 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. m i am idade. jov/economy Crown Building Products of Florida, LLC 6018HWY72 Arcadia, FL 34266 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 rerl.modi07, or suspend the use of such product or material within their jurisdiction. RER reserves the rig n to xevoke hi%acceptancg if it is determined by Miami -Dade County Product Control Section that this product or .material fa,ils.t'b meet.th4. requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with.th,e.floridir $I.rifding °facie. including the High VelocityHurricane Zone of the Florida Building Code. DESCRIPTION: Tuscany Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or lett, City, state knsl 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 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI-DADE COUNTY APPROVED ,,,—NOA No.: 14-1006.02 Expiration Date: 01/29/20, Approval Date: 01/29/15 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1 1. SCOPE This approves a roofing system using Tuscany Roof Tile, as manufactured by Crown Building Products of Florida, LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does 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 .111§4 y R127rf9'tlg . .. •. •. . Tr• am Pieces • • . . • .. • . .. . Dimensions • . L = 17" .•W = 13" H=2.3" Thickness: 0.5" .... .... • L = varies W = varies • Varying thickness Test Product Specifications Description TAS 112 Low profile, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 . 2.1 . PRI1I t TS M,&NIUFACTURED BY OTHERS rioduct Name Product Description 3MTm 2- Component Foam Roof Tile Adhesive AH -160 'Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Two component polyurethane foam adhesive. TILE BOND' Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile mortar. Bonsai Roof Tile Mortar Premixed, pre -bagged roof tile mortar. "Quikrete" Roof Tile Mortar, FL -15 Premixed, pre -bagged gray roof tile mortar. 2.2 MANUFACTURING LOCATION 1. Arcadia, FL MIAMI•DADE COUNTY APPROVED Manufacturer (With 'Current NOA) 3M Company, The Dow Chemical Company Bermuda Roof Co. Inc. Bonsai American The Quikrete Companies, Inc. NOA No.: 14-1006.02 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 2 of 7 2.3 SUBMITTED EVIDENCE: Test Agency . Test Identifier Redland Technologies 7161-03 Appendix III 7161-03 Appendix II Letter P0631-01 P0402 The Center for Applied. Engineering, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. American Test Lab of South Florida MIAMI-DADE COUNTY APPROVED 94-083 94-084 25-7094-(1, 4, & 7) 25-7183-(1, 2 & 7) 25-7214-(2 & 6) 25-7487-1 25-7496-(2 & 3) 25-7804-5 528454-2-1 520109-2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0908.02-14 RT0912.02-14 Test Name/Report PA 102 & PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 PA 102 PA 102 PA 102 PA 102 PA 102 PA 101 PA 101 • • . . .. • • •.•. • • ••• • Aerodynamic Multiplies-.'..' 25-7183 25-7094 • • 25-7496 : .'. 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System •. • TAS 112 Restoring Moments Aerodynamic Multiplier Date Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 ••• doe. 1995 .. gyp. 1996 •• • • • . • .. Sep. 1998 :. • iMac. 1998 • • : • 'M ch 1999.. • . March 1995 .' :, ary :. • April 1996...: bePceinber 1996 December 1996 December 1996 December 1996 April 1999 April 1999 • 09/18/14 09/18/14 . . NOA No.: 14-1006.02 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 3 of 7 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 Miami -Dade Product Control office 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 and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 • `Tuscany l ogf 'I jle and its components shall be installed in strict compliance with Roofing Application • •'3tfifidard RAS' r18, RAS 119, and RAS 120. • • 4.2 'Sita For At4chi1ient Calculations •••• , . • • ....table 1: Average Weight (W) and Dimensions (1 x w ) Tile'Prbfae • • • 1 • • Weight -W (Ibf) Length-1(ft) Width -w. (ft) Tdscany Rodf Tile :•:' • • . 10.0 1.42 1.08 da . . • • • • : • • • • Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Tuscany Roof Tile 0.289 L--0:313 , J Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" `^' 3":12' 4":12" 5":12" 6":12" 7":12" or greater Tuscany Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.06 7.06 r -'6:99- 16.99 6.88 6.88 6.73 6.74 6.57 6.57 6.38 6.39 MIAMI-DADE COUNTY APPROVED NOA No.: 14-1006.02 Expiration Dater 01/29/20 Approval Date: 01/29/15 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for,Mechanically Attached Systems Tile Profile Tile .Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Tuscany Roof Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 ;;; •••• • "•'• 34.8. 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 '31.'9 •1 • • ••• • •• • 32.2":'•, • 2-10d Ring Shank'Nails1 43.0 : 67.4 • • • • • • •• ,.•.. 50.&•..:, • 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/z" from head of till.' ' "' : • ' Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Tuscany Roof Tile Adhesive2 26.13 2 See manufacturer's component approvalfor installation requirements. 3 TILE BONDTM Roof Tile Adhesive; Average weight per patty 11.4 grams. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160; Average weight per patty 8 grams. MIAMI-DADE COUNTY APPROVED NOA No.: 14-1006.02 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 5 of 7 Table 6: Attachment Resistance Expressed as a' Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems TileTile Profile Application' Minimum Attachment Resistance Tuscany Roof Tile 3MT"" 2 -Component Foam Roof Tile Adhesive AH -160 86.614 3M TM 2 -Component Foam Roof Tile Adhesive AH -160 L 45.55,1 4 Large paddy placement of 54 grams of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. -1 -21 6"--Mediuin.paddy placement of 24 grams of 3M -2 -Component Foam Roof Tile Adhesive AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile - Profile • Tile Application Attachment Resistance Tuscany Roof Tile Mortar Sets 20.6 6 See spaoi4omortar manufacturer's Notice of Acceptance • &• .LABEEING . . • . .• • •A 'UVles shall bear the .ionpr nt or identifiable marking of the manufacturer's name or logo (See Detail Below), or • io�lowing statement: "481.1'6 -Dade County Product Control Approved". • .• .• . • •. . • • .• •. • • •L.._. ...__1 • • • • . • • •• . . • • • . •.• • • ••. •. ECZA\NY TUSCANY RooF TILE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 14-1006.02 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 6 of 7 PROFILE DRAWINGS FASTENER HOLE FASTENER HOLE 13" MIAMI DADE COUNTY APPROVED TUSCANY ROOF TILE END OF THIS ACCEPTANCE 17" • • • •••• • • •••• • • •• •• • • •••• • • •••• • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • •• • • • ••• • • • • • NOA No.: 14-1006.02 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 7 of 7 s DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately re Broke, n�bffif ?,'or suspend the use of such product or material within their jurisdiction. RER reserves the right tare' ke thi9 asseeptance, .' if it is determined by Miami -Dade County Product Control Section that this product or matefiat firms to medithe requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Flom dnildin4CAA. including the High Velocity Hurricane Zone of the Florida Building Code. .. .. .. . •• . . 111.. DESCRIPTION: PolyglassPolystick Underlay menu . • • . . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,:city,'state acid 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., MIAMI-DADE COUNTY APPROVED NOA No.:_17-0614.22 Expiration Date:- xp Approval Date: 07/06/17 Page 1 of 8 . ROOFING COMPONENT APPROVAL Category: Sub-Cateeorv: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Dimensions Polystick IR -Xe Manufacturing Location 111 & #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:PIus (Surface Printing) Manufacturing Location #1 & 112 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED 65' x 3'33/8" Or 65'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 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 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 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Destivitis a metal roofing and roof tile underla}tnenf. • • A rubberized asphalt self-adl rg,polyesterreinforcod • waterproofmg membrane. DBgighbtl as a a rotf tile • .•.. underlayment. • • •..• A rubberized asphalt waterprbb tgmemlrape" glass- fiber/polyester reinforced, wall a pranulai'sui'f'Ice • • . • designed-for-use:as.a.tile ,roof unde;layment. •• .,.yrs•. -•!Az • A rubberized asphalt self-adlhering,.glass-fiber/polyest ...;� reinforced waterproofmg membrane. Designed as a metal Leoofing and roof tile underlaymenti TAS 103 and ASTM D 6164 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic 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 polyolefmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test A2encv Test Identifier Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. P10870.09.08 -R1 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 RX 14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103&TAS 1123..••• ASTM D1970 & ., TAS 103 TAS 103 • .... •••••• TAS 103/ASTM D4798 &.Q155 TAS 103/ASTM D4798 &•6155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & Gd S TAS 103/ASTM D4798 &66-15� Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 :..1.0/17/14 • 06/27/16 •.•gide./i7/16 09/29/06 • 44/40/07 • • • • • 07j06/09 • • • • • •• 04/01/08 • • .. U/Q9/09 • 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMIDADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at ami um 44 hearlap. (fEx•... 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 ni ambrene selfadhered.: . . .. .. .. . •• . • .. . One or more plies of ASTM D 226 Type II or ASTM D 2626. .. •. . Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. • • . . .. • • .... 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and PolystiJJ MTS Iylug ¶nay blr. • . • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofmg, roof:iie+systen 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 roofn}g nil roof t1esystems. • 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 outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 6:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 6:12 • • • The above slope limitations can be exceeded only by using battens in accordance with the Approv •d. T.1e System • Notice of Acceptance and applicable Florida Building Code requirements. When battM ah'requirec},•they shaf 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.t�o.avoid &Weft g of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loatkgg ppocedire1 two tiles•: • • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, fota total of 6ttles — fdr• • •; • all underlayments except Polystick MTS which shall be loaded onto battens. • • • ' • • d 0. 0 11) N r m POL`rSTICK1U Rus 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 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LLVIITATIONS 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..Instillers are cautioned to refer to applicable local building codes prior to direct deck installation tooensige this ¢•acttptable 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. eam as peat Polyglass . • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1,04 metal dis as required in Miami -Dade County or simplex type nail as otherwise allowable in other rbgicire, at a Ihtiiittleim rate.... • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail xi/pa:ea para. clavar" on ' • the face of membrane, with the above stated nails and/or disks. The head lap membrane isq4.3 coverthe•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, uniformlayer- of Poly last Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/a"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMI•DADE COUNTY APPROVED • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 . 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LINHTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMFDADE COUNTY APPROVED • • •• ▪ • • •• . •••• • ..•• •••• • • •.• •. • •. •• • • •• • • .• • • •▪ . .• • .•• • •. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MAIM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miatnidade.cov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet thumirements of the applicable building code. • •• •. • ..• . • This product is approved as described herein, and has been designed to comply with the. Florida Bjy11jng Coilg.;:. including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: IGP-Adhesives•Polyset®AH-160 •... • . . . .... • •. • . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or log+d,•cin, state and following . • statement: "Miami -Dade County Product Control Approved", unless otherwise noted: "Miam• . . . RENEWAL of this NOA shall be considered after a renewal application has been filed anct there has teem 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 m the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA.No.: -17-0322.03 Expiration Date: • 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofmg Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: .... . • .... . . .. .. .. • • .. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current WA:Mach list attachment •resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive.• '• MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • .. . Results ... • .. . 1.6 lbs./ft.3 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test A>:encv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 963 7-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 • • • • . ... • .... • • .... • . .. . . . . . • . . .. . 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 O4/. 132 02/21/12 .... . . .... 1Q/23./28 . . ... . 03/02/99 . • . • LIMITATIONS: 1. Fire classification is not part of this acceptance: Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or•ICP • Adhesives ProPack® 30 & 100 dispensing equipment only. .• • 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. •••• . .• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutas•ag ICP Adhesives . Polyset® AH -160 has been dispensed. • •• • • • •• 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accQiCaN" with the • 'Placement Details' herein. Each generic tile profile requires the specific placement notelthgtin. ; • • • • MIAMIOADE COUNTY APPROVED . . . . . • • . • .• • . • . . ••• • • • .• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4of11 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 JLow.Profile X12=14 sq. inched '-------30, ,----#2— High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches Mk 34 gramLurd pan Ank A. LABELING: • .• •• • • •••• • . •••• ••• • •• All approved products listed herein shall be labeled and shall bear the imprint or identifiable mfg of thy • • . • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Appwwed" •cw the Miami- • • Dade County Product Control Seal as shown below. •. •. • '•. • MIAMIOADE • AP—RG ED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • • • • • • •• • • ••• • •• MIAMI-DADE COUNTY APPROVED • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 MIAMIDADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a miniptin 2" (50.8 mm) x 10" (254 mmi2 x. It; (25.4'mm) foam paddy onto the underlayment positioneKis'shown under the pan portion of jlle, pik closest to t'he overlock of the tile being set.. • • .... . 2. Continue in same mannet.krsure apprxiniately 17.:.•' (109.7 cm2) — 23 (148.4 Ctnn2) square inclrad'hesiva • contact with the underside bi?I a tile. • • •. • •• • . • . . •• • High Profile / Single Pan Tile • • ••• • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement. (when rewired) Paddy (Beneath TII•) lava COW** MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the,tile. • • . • •• • •••. • • • •••• Medium Profile / Double Pan 'fit; • • • •••• • • • • 1. Starting at the eave course, a Dr) a minifnum 2" (50.89; • •. mm) x 10" (254 mm) x 1" ('1 ylFm) foam Paddy onto the underlayment positipppLas shown lender the. • pan portion of the tile closett td tine overjock pf the • tile being set. Insure appro imatey 17 (ln9'7tm2) —. . 23 (148.4 cm2) square inch adhesive contest with the. underside of the tile. • • 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square incltadh4sive contact with the underside oftte tile. • .•.. . . • •.•. • • •••• . • •• •. •••• • •• •• • • • . • • .- • • • . • • • • • • •• • • . • �• ••• . - • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile The Madam Profile Tile 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 from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the u iq1 k for the second course tile to be iugttlled.'Insure approximately 8-9 in2 (51.71-581 cm2) bi'a$laesive contact with the undersi e ilie tile. • •••• • • •••• • (Instructions continued on novtroge) • • • •• • • .• •• •• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • ••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nigh Pro/IloTila MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • •• • •••. •••• • •••• • • • • •••• • •• • 1 • • • • •• •• • •• • 1 • • • • • • • • • • • • •• • ••• • • • • • �• 1 • • • • •• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10of11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 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 tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Eave closure (motar shown) Weephole Fascia Board Sheathing Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 min x 10" (254 mm) bead of adhetivq tlirectlyon the inner edge of each side of the cover tile. Leave • approximately 3/4" (14. Millo 1" (2.5..4 mm) from the outside edge ottlletite, inrarkfree of� foam to allow for expatirioa • • 4. Turn cover tile over afters foam is appf ed and place onto pan tile coutte.;1ti ure a minimum of 20 (129 cm2) - 25 (161'3 cm2) squarely contact area on each side of the cover tile to the pan tile. Continue in same manner. fi i ay any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. • •• • 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. vt-� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renaifed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Exposed Ceiling: Exposed, open beam ceilings are where the unJriideof the roof d• cking can be viewed from below. The owner may wish to maintain the architectural app mce; thergfpjg,• roofing nail penetration of the underside of the decking may not be acceptable. air:provides the option of . • maintaining the appearance. • .. •. • Overflow scuppers (wall outlets): It is required that rainwater flows o'so that the rbbf is • not overloaded from a buildup of water. Perimeter/edge wall or other roof extenlionm2y block this,'. discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to.install operflw scuppers in accordance with the requirements of Sections R4402, R4403 and f74a13.: ... . • • . •. c Owner/Agent's Signature Date /& /o. /7 90.CO PAteiz Aok . Property Address Revised on 7/9/2009 LD;07/01/2015; 1 Contractor Signature t0._ ec . Date Permit Number Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-294923 Permit Number: RF -10-17-2440 Scheduled Inspection Date: January 17, 2018 Inspector:.;- \'J I Mcknnv Owner: BUTLER, DIANE Job Address: 9050 PARK Drive Miami Shores, FL 33138 - Project: <NONE> . t Contractor: JOHN BUSTA ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060400020 Phone: (305)219-9699 - Building Department Comments RE -ROOFING SLOPED ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-290406. BY BUSTA January 16, 2018 For Inspections please call: (305)762-4949 Page 19 of 41 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175-1174 Tel : 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com January 2, 2018 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138-3130 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 9050 Park Drive Miami Shores, Florida Information provided by client: Permit Number: RF 1017-2440 Date Completion: December 22, 2017 Roofing Contractor: John Busta Roofing Project Number: 17-1252 (Testing Laboratory Certificate #11-0715.04) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface arca was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Tuscani Crown Roof Tife.. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in ihe perimeter area, ridge caps and one (1) test in each corner were conducted. Based on,our testresults, we conclude that the, installation of the roof tile at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review.. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation i ohama. Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 9050 Park Drive Miami Shores, Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 17-1252 Reileh Engineering Corporation -- Project Number - 17-1252 — Page 2 of 5 { Report of TILE UPLIFT TEST for Residential Home 9050 Park Drive Miami Shores, Florida Project Number: 17-1252 Test Number Test Load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 1 7-1252 — Page 3 of 5 Test Number Test Load (1b9 Test Status • 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 17-1252 — Page 4 of 5 Test 1-14 Corner, 15-19 Ridge Caps, 20-38 Perimeter, 39-56 Field Reileh Engineering Corporation -- Project Number - 17-1252 — Page 5 of 5 Test Number TestLoad(Ib!) Test Status • 55 35 Pass • 56 35 Pass Test 1-14 Corner, 15-19 Ridge Caps, 20-38 Perimeter, 39-56 Field Reileh Engineering Corporation -- Project Number - 17-1252 — Page 5 of 5 ' 85' • 5 56 57 6 4 52 55 55 20 9 7 51 50 52 51 54 55 54 56 56 41 59 40 22 5 11 12 O 18 40' 15 16 2 15 1 50 48 49 47 55 45 45 44 42 46 25 1 29 28 25 24 0 14 -27 26 NUM1313 OF T5f PEVIMET F - 1600 5F O t? pa CAP TEST ILOCAT10N HELP - 18 COC?NEk - 140 5F CEN - 14 PEPIME1Et? PI5fANCE, a - 3' [3 PENOTF5 0O TLE pI17GE CAP - 5 CO1NEt; AREA - 31X 3' 17-1252 APPFOX, FOOF Tt5T ILOCA110N5, A1TA5, ANP PIMFN510N5