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Rf-18-1513Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address (Permit Parcel Number Issue Date: 7/6/2018 Permit NO. RF-6-18-1513 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: OV02/2019 Applicant 330 NE 97 Street 1132060135850 Miami Shores, FL 33138- Block: Lot: JAMES & VICTORIA NOVACK Owner Information Address Phone Cell JAMES & VICTORIA NOVACK 330 NE 97 Street MIAMI SHORES FL 33138- 330 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ROOFER MIKE INC (305)519-7879 of Work: Re Roof itional Info: REPLACE CONCRETE TILE ROOF ,sification: Residential nning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $15.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $5.00 Notary Fee $5.00 Permit Fee - New Roof $325.00 Re -Inspection Fee 1st Occurence $75.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $962.13 Valuation: $ 24,800.00 Total Sq Feet: 3200 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-6-18-67782 07/06/2018 Credit Card $ 912.13 $ 50.00 06/04/2018 Credit Card $ 50.00 $ 0.00 Bond #: 3820 Avaname inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof 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 cerly that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction apd,zoniM Fut more, Lauthorize the above -named contractor to do the work stated. July 06, 2018 Autf(o�i d igitature:Int / Applicant / Contractor / Agent Buildin D part Copy July 06, 2018 RE: Permit JORGE F. GONZALEZ (Print name and circle License Type) License #: 34241 Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 9/26/18 licensed as a (n) Contracto Engineer Architect, FS 468 Building Inspector On or about 9/25/18 , I did personally inspect the roof deck nailing (Date & time) work at 330 NE 97TH ST., MIAMI SHORES Based upon that Manual (Bas Signature State of Flod of Da(, - County. (Complete Job Site Address) I have determined the installation was done according to the Hurricane Mitigation Retrofit F.S) The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swornto and subscribed before me this day of r NATALIE MARQUEZ Notary Public Sate of Florida at Large _ �� : state of Florida Notary Public •� Commission a GG 220819 My Commission Expires May 22, 2022 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof wish permit # and address # dearly shown marked on the deck for each inspection 0-d—A M nrInMUIrMnnno CFN: 20180552693 BOOK 31135 PAGE 4350 DATE-09/11/2018 05-04:58 PM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE of COMMENCEMENT A REMUM 03PT NUSf BE POSTS ON THE JOB SITE AT Tdit OF FIFIST IWECMN PEFtMrr Nof4' 6481 is TAx FOUo No. 11-3205-013-5850 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following intormation is provided in this Notice of Commencement 1. Legal description of property and street/address: MIAMI SNORES SEC 1 AMD PB 10-70 LOT 7 LESS E20FT & LOT 8 8LK 43 330 NE 97 STREET - MIAMI SHORES FL 33138 2. Description of improvement: Concrete file roof reolacernent 3. Owner(s) name and address: JAMES E NOVACK 330 NE 97 STREET MIAMi SHORES FL 33138 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and prone number: Roofer Mike Inc 473 Plover Ave 4(l5 519 7$7A Miami Sping, s. El 33166 5. Simety: (Payment bond required by owner from contractor, ifany Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number._ 8. in addition to himself_ Owners designates the 'Mowing person(s) to receive a copy of the Lienor's Mice as provided in Section 71&13(IW', Ftwids Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: to fixpkab+ dare is , year from the date of :cording wtew a dirfere data is sued) WARNING TO OWNER. ANY PAYMRM MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENC ENT ARE CONSIDERED IMPROPER PAYMENTS UNDM CttAPTER 713, PART 1, SECTION 713.13_ FLORIDA STAUTIES, AND CAN RESULT IN YOM PAYING TYIRCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENOM OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT- signature(P) one") o }' onzed Officer/DirectoriPartner/fAanager XX Prepared BY Prepared By PrkA Name Print Name Trtlef4ffice cti«�ne/ Title/ollice STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 1 day of 1 —1 BY_ _ JAMES F NOVACK Q Individuft or U as for Personally known, or U produced the foilowing type of iderltfipaijan: n Signature of Notary Public: -" Print Name. I t Z r8E►u VERISCATION PURSUANT" SEGr*N 92.525 Ff..ORIQA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the bast of my knowledge and belief. 10 0 �� � j Aly CooftgiWGG 138M arw Evi►e60B12sQr2021 DOI Si s) of O Owmer(s}'s Authorized OfficerlRirector/PartnerlNlarrager who signed above: RECORDING AFFIDAVIT STATE OF FLORIDA COUNTY OF MARTIN BEFORE ME, the undersigned authority, personally appeared Giselle Benavides, who after being first Duly sworn, deposes and says of her personal knowledge the following: 1. E-Recording Inc. was established with the Department of Corporation, State of Florida on July 14, 1988. 2. E-Recording Inc. receives legal documents and submits the document for electronic recording in the Official Records. 3. E-Recording Inc. is the recording agent and processed the recording of the Notice of Commencement recorded in Official Record Book 29548 Page 1467 in Miami -Dade County, Florida E C By: E-Recording Associate STATE OF FLORIDA COUNTY OF MARTIN Sworn to and subscribed before me this 23rd day of March, 2015, by Giselle Benavides who is personally known to me and who did take an oath. C. DONNAL.Olt,,R, No Public State of Florida '. c ►'y �c M s 4 EXF1RES: Ao l7, ";+'•' :�•r Bonded 7hru Naz Y PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC Miami Shores Village 1\4Eo RECE Building Department JUN AIN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20I�- Master Permit No. J Sub Permit No. VROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 330 NE 97 ST ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-5850 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JAMES E NOVACK Phone#: 305 323 9327 Address: 330 NE 97 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: victoria.novack@gmail.com CONTRACTOR: Company Name: Roofer Mike Inc Phone#: 305 519 7879 Address: 4-73 Plover Ave City: Miami Springs State: FI Zip: 33166 Qualifier Name. Michael R. Slattery Phone#: 305 519 7879 State Certification or Registration #: CCC1327413 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: Value of Work for this Permit: $ 24,800 Square/Linear Footage of Work: 3200'sq Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Replace concrete tile roof Specify color of color thru tile: 1lafk Submittal Fee $ Permit Fee $ 325 - 03 CCF $ N Repair/Replace ❑ Demolition CO/CC $ " Scanning Fee $ Radon Fee $ �J • 2 S' DBPR $ 4, R 2 Notary $. Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $//rr TOTAL FEE NOW DUE $ 13 .:fT 3 � t�f Bonding Comp 'any's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip I 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,f Signatu OWNER or AGENT The foregoing instrument was acknowledged beforemethis 3 n 1 day of ' _ I a 20 by Tomes Nov a uk) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: F I IZq big I_ Seal: Ehtaabetit lbarras of Ron* �w my Cwwowion O�C,ts 196245 Expi "T, "1, ZiPI�1]37 The foregoing instrument was acknowledged before me this _ day ofu� 20 1e , by ,S e `i ,, who its personally known to me or who has produced '1" 11� as identification and who did take an oath. Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 6/4/2018 Property Search Application - Miami -Dade County 0 � '» 1, " THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-5850 Property Address: 330 NE 97 ST Miami Shores, FL 33138-2406 Owner VICTORIA W NOVACK JAMES E NOVACK Mailing Address 330 NE 97 STREET MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,573 Sq.Ft Living Area 1,838 Sq.Ft Adjusted Area 2,170 Sq.Ft Lot Size 9,200 Sq.Ft Year Built 1965 Assessment Information Year 2018 2017i 2016 Land Value $276,110 $276,110 $230,092 Building Value $151,032 $151,032 $151,032 XF Value $2,077 $2,093 $2,109 Market Value $429,219 $429,235 $383,233 Assessed Value $328,779 $322,0171 $315,394 Benefits Information Benefit Type 2018 20172016 Save Our Homes Cap Assessment Reduction $100,440 $107,218 $67,839 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). IShort Legal Description I MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 LESS E20FT & LOT 8 BLK 43 LOT SIZE 80.000 X 115 OR 11397-23 0382 4 COC 26289-3541 03 2008 5 Generated On : 6/4/2018 Taxable Value Information 2018 9n171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $278,779 $272,017 $265,394 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $303,7791 $297,0171 $290,394 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $278,779 $272,017 $265,394 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $278,7791 $272,017 $265,394 Sales Information Previous OR Sale Price ` Book- Qualification Description Page 02/11/2010 $335,000 27194 Qual by exam of deed 4423 03/01/2008 $0 26289- Sales which are disqualified as a result of 3541 examination of the deed 07/01/2007 $0 25808- Sales which are disqualified as a result of 4793 examination of the deed 03/01/1982 $105,000 11397- Sales which are qualified 0022 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ()NVNER'S AFF IDAVITOF EXEMPTION ROOF TO NN'"ALLCONNECTION I I URRICANEMITIGATION RETROFIT FOR 1,"XISTINC. SITE- BuiLT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION -553.844 F.S. To: Miami -Dade Count!, Building &Neighborhood Compliance Department 1) 805 Coral Way, Suite I I I 1, NlianiL FL 33171, Re: Owner's Name JAMES E NOVACK Property Address - 330 NE 97 ST; Miami Shores, FL 33138 Roofine Permit Number Dear Buildina, Official: JAMES E NOVACK connwions of my building because: certify that I am not required to retrofit the roof to wall IVI I The just valuation for the structure for purpose% ol'ad valorem taxation in less than S300,000.00. LJThe building was constructed 4) conipliancc with the provisic'm of the Florida Building Code (FBC) or 41th the provisions of the 1994 edition of the South Florida Buildino Code (1944 SFBC). S Si2t atureoffr' m0wner i2 , LJr, )r, ope 7 JAMES E NOVACK Print Name STA'11" OF 11 0fUDA COUNIN OF NIJAMI-DARE' Swom lougisub%4'rihcd hergin me this 3 I day of NM" Public State of Florida Efizab@M 1bwa My Canwfts" GG 138745 Ex 0812012021 04M ON it Prodweil Idoitificafion When die just valuation of the structure for purpows ol'ad valorem taxation is equal to or more than $300,000,00, and die building was not constructed in compliance with the FBC nor with 1994 Sl'BC, and affidavit of Roof to Wall Connection I lurricane Mifiention Retrofit must be provided. RECEIVED JUN 0 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Sectlon A M211aml InformWon) 1018 Yasar Parma No. Proca" No. C Canlrsctor'e Nano ROOFER MIKE INC 1 A&Z 330 NE 97 St; Miami Shares, FI 33138 ROOF CATEGORY ' . . .... ...... Cl Low Slope 0 Mechanlaily Fastened The CXMortad/Adgtp*W.SetTI%. • : ....:. E3 Asphai0c 13 Metal PanellShingles E3 Wood Shk SYr 90takes Shingles 0000• • • • • • E3 PrewAove aUR ms 1 So Are tft N . ...... ..... Gas Vent Wtks3 . yesueemect•••• ••••• ROOF TYPE Type: Natural. AJMX a •:. • • • • • • Now RCW X1 Re-Rooftng © Recovering i3 Repair E3•, •661rdinanw ....:. ROOF SYSTEM INFORMATION ' .. • .. : • • • • : v Law Slope Root Area (Sn Step Sloped Roof Area (SF) 0 3200 Tate! (8n 3200 Section 8,(40f Plan) Sketch Roof Plarx Illustrate all levels and sections, roof dralhs, scuppers, averfiow scutwers and overflow drains. Include dlmonal ns of sections and levers. dearly ��a■rrrr■ - Iwerr'aar { {:s��..rrr -rrr aw■-- I onrru■ rar.raarr mIr■wrmtrr ■r■ ■a■t■rrrrr rrrarrru rrr=sr o rirrcrr■ orr arrrlrrrw r■L�irrrr■= �rta:lrrr ►rue�aaa�ir nr.e�r.rr ■Isar ■ in" r■ {■ rmra■:amr■ Orrry.■■ra■ rrarr "woman ! ralrrrrar rlirrerrr :�"�:r�irr�w WHO at ■ijrr■ s: w"0.arrr■ .a. ■rrr at.trta wagon ■Elloon rr■ a■. . . a'llaaa�{ago war■■ sua ■■ ru .raR.Ir:`0 { I:Esflaie■ aM.lr Notaii:ri: .■c r yral�n■■rs r■n .a.■i.rrra i ttI:i�'4aa�aM irli tl�oC■r rc�.�r.grs .rrr ...rrr■a■ uoar.r■u an NOW � altn n�3n rr pru i{■lrre ■■ rM�a+`� i:a■�!■ r■ruar m r 5 u■ru Ion I.rrrrrlrrarr araasr : � � enrra rra rr ■1.1 terra{ urnr +�! ■ ■t i�r ar M■ Arr.rrar■ ■rsra Marl ■r■rrr ■■ was M■a rr ■sssr■:n l.m�t r■t E �i ,lrrarrr■ N1 Tile Roof System MIAMFDIADE Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Eagle Roofing Products, LLC Notice of Acceptance Number (NOA): 1 16-0314.06 ee Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -31.3 psf • • • • • • Fill in the specific roof assembly components. If a component is not required, insert not applicable tn/af in then eUbox. ffil"11, �� Deck Type: 1 --1" x 6" T & G-w .... Al Roof Slope: "/12" Roof Mean Height: 12 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: --3" face 26 ga.-- Drip Edge Material Type: --Galvinized Metal-- Drip Edge Fastener Type: 1 1/4" galv IRS roof nail Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- •••••• •••• ••••• Optional Insulation: • • ' .. .... ...... na ...... • . . • Optional Nailable Substrates • • • na Optional Nailable Substrate Attachment: na Basesheet Type: 301b felt Fastener Type for Basesheet Attachment: 1 1/4" galv RS roof nail & 1 5/8" tin cap Tile Underlayment (Cap Sheet) Type: Boral Tile Seal Tile Underlayment Attachment Method: self -adhered Tile Profile: Low (flat) Velocity Hurrleane Zone Unifotfn Refrnit Section E (Tile Calculations) Eagle Bel Air For Aloment based the systems, choose either Method t or 2. Compared the values for M,wilh the values from il1r. if the Mr values are treater than or equal to the Mr values, for each arcs of the roof, then the file attachment method is wcepinble. Method t "Moment Hased Tile Calculations Per RAS 127" -39.1 x k -278 = 10.869 - Mg; 7.71 • M,r 3.159 NOA Mr 313 =27.994) — Mc: 7.71 • M,s lU l NOA Mr —^ Method 2 "Simplified Tile Calculation Per Table Belorv" Required Moment of Resistance (M,) From Table Wow NOA Alt 000000 equ red Moment Resistance' • 0o 9 ♦ Roof stops tV 20' 25 30 • • • • • y0' 2AZ 30.7 33.4 • J0.7 112 29.7 31.3 33.4 .1 4:12 266 30.9 32. • :1 Z 24.5 21i 32.5 5:12 22 5 24,5.2 27.9• • 7:12 Z0.0 2L6 47 25.4 27.5 • • "Must be used in eonjuneftan wltb a list of moment based file systems endorsed by the • • Itrowant County Board or Rules nerd Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for F,. If the F' values ate t renter than or equal to the F, values, ror each are a of the roof; then the file attachment method is acceptable. Method 3 "Uplift Bascd Tile Calculations Per RAS 127" (Pr:__,xl:--_x w:-_ I—W:_scos •_■ F,,:� NOA F' (P,:,�,xl• -�x w:-�)—W:`xcos O._. F,i: NOAF' (Ps:_xl•_--x w:-)—W_xcosO.•_= F,s=_ NOA F' Where to Obtain Information Doscri tion Symbol Where to find ip eve or ore HAS 127 Table I or by an taswwi•t sayid pmpwcd by an 7 can Job Site 0 ob 104 Acmdynoralc Nt 3 NOA Kcsirting Momcni dLw ra Unnity AUnctmimb sntc= w A fd kcsisraxa . �o a tesirmnoe et'l3A YtcquGcj UNUrep—mice- Avcrape w A'9A .rev— "width N AD coUvR26am mom lic sa tc ro ithc lhildmpwno m dto cane of pemr Awicuc any RE ENV D JUPd 0 5 1.Q � MIMI®DiADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count froeuct Control Section':' (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve4w right to blyC this ... • product or material tested for quality assurance purposes. If this product or material fails to pe;form in theaccepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedi4tty te�voke,•mothfy, or : • • suspend the use of such product or material within their jurisdiction. RER reserves the right 18 fevoke thtf AcceptaflCe' • • if it is determined by Miami -Dade County Product Control Section that this product or maj*erial•;ails to-mikllhe . .. .. . ...... requirements of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Mrida $uildiff Code ....:. including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino NOA No.: 17-0530.10 MIAMMDADECOUNTY Exp iration Date: 07l31/18 ,...e Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Identifier R14610 02-012 Test Name/Reporf' " Follow up Service: : • TAS 103 • • NEI-006-02-01 TAS 103 NEI-008-02-01 TAS 114 (H) NEI-045-02-01 ASTM D 4798 & ASTM G 155 NEI-053-02-01 ASTM D 4798 & ASTM G 155 NEI-076-02-01 TAS 103 / ASTM D4798 NEI-034-02-02 ASTM D 1970 .... ...... . Data"•'• .03/28/02..:. 02/202...: • • • • 04/01 /02 07/30/02 08/08/07 05/01/08 02/ 14/ 11 01/29/13 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the merabrar3e is app4d.'VertiG4]f... strapping of the roof with BORAL TileSeal Underlayment is acceptable All end.larc and laps .' without black selvage area shall be sealed under lap using an SBS nb'difled mastic? • • • • • Note: When used in Tile roof systems BORAL TileSeal Underlaymep*jjsDnll be ba � mailed to • deck with approved annular ring shank nails and tin caps at a maxirawauC o.c. at t1w side lap$; . . • . . . . No nails or tin caps shall be exposed. •• •. •• ...... Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastenac Rohf Tile*" Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle asse"blr�s. • • • • 0.9.6 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed Vpro�val of tlei��roduct with specific prepared roofing products. '..' : .... .' 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • •' • • • • ' •. • • • • 9. BORAL TileSeal underlayment may be used with any approved roof covering 44LN*of Acjgjtance 1igting0 BORAL TileSeal underlayment as a component part of an assembly in the Notice* of.41ceptalwc.Of BQR4L TileSeal underlayment is not listed, a request may be made to the Authority Havinge3n sdiction JA�HJ) or.Me.' Miami -Dade County Product Control Department for approval provided that apprdlhiate Sddumentatim-!J- provided to detail compatibility of the products, wind uplift resistance, and fire testinjresUfs. ' '. ...... 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any bo we.deckir�•A'56s. Seep the deck thoroughly to remove any dust and debris prior to application. • • • • 0 • • 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below CMIAMDADE MCMOUNTY END OF THIS ACCEPTANCE NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 MIAMEDADE MIAMI-DADE COUNTY �a'1fiJf! PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ill Wj,aIs. The..... documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product tontrol.S"ion to be • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdi0tivrP EAHJ)0 • • • • • • •' • ...... . This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyJ'roduct Contsol.Sectlort • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve A"isight to have0i's • •; • • product or material tested for quality assurance purposes. If this product or material fails to MrftMn in the:ItMpted ' • •' • manner, the manufacturer will incur the expense of such testing and the AHJ may immediattfy evoke, modify, or • • • • : • suspend the use of such product or material within their jurisdiction. RER reserves the nigh; toe yoke this acceptance, ., ; • if it is determined by Miami -Dade County Product Control Section that this product or matelial fails to rb08t Me . . requirements of the applicable building code. •.. • : .. . : • 0 • This product is approved as described herein, and has been designed to comply with the Florida Building E3nda including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 4-4A- MAPGOMECOMW ® NOA No.Date: -03 4.06 5/21 Expiration Date: 10/OS/21 Approval Date: 06/16/16 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: 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 • • • • • 000000 • . .• .... . 2. PRODUCT DESCRIPTION: * • 0.0 • • • Manufactured by Test $fdddrt ."". ' Applicant Dimensions Specifications Desgig ion.000 • Bel Air Lenght = 17" TAS 112 Flat profile concrete roof the equilnW with two• • • • Concrete Tile Width = 12'/4' Type 3a nail holes. For adhetvert, direct deck or •. Thickness ='/2" Class III battened nail -on applications. ;...:. Bel Air Double Eagle Lenght = 17" TAS 112 . . 0. ...... Flat profile concrete roof the equ?pgn ,loth two Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesive set, direct deck or Thickness ='/2" Class III battened nail -on applications. Ponderosa Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/z" Class III direct deck or battened nail -on applications. Ponderosa Double Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width = 12'/4' Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Golden Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width = 12 '/4' Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Aizency Test Identifier PRI Asphalt Technologies ERPF-001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 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 Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(l , 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 Test Name/Report Date TAS 112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 Static Uplift Testing Dec. 1991 TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. '.Sapi. 1993..... smooth shank nails �••� : •••• •+ Wind Tunnel Testing:**:** thug. 199i TAS 108 (Nail -On) .... Wind Tunnel Testing **. 'Adi. 1994*:... TAS 108 (Mortar Set) + . . .. .... ... Static Uplift Testing • • May 1994 •, TAS 101 (Mortar Set)* Static Uplift Testing •..' .Act. 1994r"": TAS 102 • Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 Restoring Moments Due to Gravity Sep. 2006 TAS-112 12/17/15 NOA No.:16-0314.06 �wu�aut�'t� Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with RoofingAq�ication 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. W1iliA.-w (ft1• .... Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.,V • • . •••*1.03 •.. . Table 2: Aerodynamic Multipliers - A (ft3) .. .. , ;•• Tile Profile It (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Flat Tile Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Ponderosa, Golden 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 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 • •2.2 ..... • 2-10d Ring Shank Nails' 50.3 65.5 "':" ••48&3 .. 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/" from hFircr of tile. • Table 5: Attachment Resistance Expressed as a Moment Mf Vi-A 1 :::. •• for Two Patty Adhesive Set Systems ..'..' • Tile Profile Tile Application acEhment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' : . •. 34 . Eagle, Ponderosa Double Eagle Flat Tile " . • • • • 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 Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProT"". 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE,�� FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE E"LE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE AFFF.CYEi� NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 • GOLDEN EAGLE '"" • . • END OF THIS ACCEPTANCE . . .... ..... NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 M IAM I•DAD "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. 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 renai'led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zoneslpf.the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).•••••' ...... .. . .... • 3. Common roofs: Common roofs are those which have no visible delineati'dY Wtwee;veighborirbR.:. un is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roof*r4pontracJgrj and/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 underside tlf ttte roof•deeking cauhr.. viewed from below. The owner may wish to maintain the architectural appearance; there ire, roofing nail •, penetrations of the underside of the decking may not be acceptable. The owner provites.the optonlotP , •0••; .6 maintaining this appearance. " ' . • • • •..... 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause(water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 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. E-1 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: L 1 Property Address: F30 NE 97 St Date: Permit Number: . ... . . . ... ' • • MIAMI-DADE COUNTY M1AMbOADE PRODUCT CONTROL SECTION a' • • • • "' .: 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY A�NP tCvQNOM C I1f $OtJR4ES IRER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRAT)ON DLWISIOV.. ' . ... T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv ICP Adhesives and Sealants Inc. .. • • • • • " 12505 NW 441h Street • • Coral Springs, FL. 33065 .. • : ' : : • • • • 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 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. 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 ... . . . ... . 0:0 • .:. ••• '.' •:• ... • • see . : .. ... .. . . . .. SCOPE: '.. ..: : •: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMMADE COUNTY NOA No.: 17-0322.03 e b Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 . ••• . ... . . . . .. . EVIDENCE SUBMITTED: Test Amency : • • I�ct Ideittftie� .' . Test Name/Report Date Center for Applied Engineering ' •' • • • •'#94'060 "' TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 .. 25-14181 • ," SSTD 11-93 10/25/95 , ... •2�-T,�38-51 • „• ; '25-704A-7•0 ••• SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 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 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 00 INSTALLATION: ' . . 1. ICP Adhesives Polyset® AH-160 may be used with ari)%roof file 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 i;Conpplienee 4ith2ht CoViponent Application section and the corresponding Placement Details noted herein. Tie roof=ilp*4s;Alj"ja Aesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient atlaclibeht resistance tvmeet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before 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. NOA No.: 17-0322.03 MIAMFDADECOUNTY 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 •• ; . Wa FWnt.D*tail . .Minimum Paddy Contact • Minimum Paddy Gram .• •.• .., , .. Area Weight Eave Course - Flat, Low, High All EaXe C.qurv.. .. 17-23 sq. inches 45-65 Profiles • • • Flat, Low, High Profiles ; ; ; ; #1 V a . 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MAMtOADE COUNT Y t BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMMA4DECOUNTY Expiration Date: 05/10/22 f l Approval Date: 04/27/17 Page 5 of 11 ... . . .. ' • ADHESIVE PLA•CEAIENT.DETAIL.#1 e .. :tC:w"h plastk cee+•nt Paddy tt3e.wasl►iie) • t• roquk ) Urd.ruyMere • • - 101n. ratteroptional D fowls Ea.• Cloture NaD through ptaslk cement iwhen rewired) Paddy 0meoth IM"Mir 7M FBI& KA thmuo platsie Paddy is rraatbTil•1 (when requiredM ttsKD.ri.ynt.ae . Mime 2 In. wide y ` ea"W1 optbnai • fare courso Fads ,V Weephote 10 in. Can deasvee Drip edge APPROVED Fbta,o0 Proldi Tila 1. Starting at the eave course, apply a minimum 2" ' • . X5Q.-� n;m3 x• IO" (254 mm) x 1" (25.4 mm) foam • �&(Cy OfiDp Ylre underlayment positioned as shown, ' • • • ;uWr tale stf=gthening 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 cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 . ... . . ... . . . . .. . ADHESIVE PLACEMENT DETAIL # 2 Wil Omw9h plastic am•nt • p* tt•n h ] • • terMtt►egetred) 1 .. . .• • • ttatteas aptfonai • EaW Caursa �. lei '-, Fascia Erne clos"t Nail throeph plastic cement twhen ret kedl Paddy t6aneath Tile) und•claym.nt .�. ti 2 battens optional Es" Oeswe Eav Ceursa Fascia 0,a • APPROVED • FjAiVLow 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 Tile Starting at the cave 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 ADHESIVE PLACEMt?JT BETAJL # 2 (CQ:4TINUED) Nall through phstic ce &Aen requlmd) Itiddp lEenamhTile) tMd.rbYnxnt eattenseptionalf Ears Course ascis tMpf'oh 1 U in. 2 K EM closure OApedge • APPROVED High Profile / Single Pan Tile • ly �tarte4 at the Hie course, apply a minimum 2" (50.8 )0 �0t•(•i5Xmm) x 1" (25.4 mm) foam paddy • • onto the dWeriayment 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 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 Mali through plastic cement . . Paddy ("In toi • (when required) . • • • Battens optlaul • • • • • • • • • • • •1. Padd y (under tile) {M Isinglepaddy �4 x s in. Sirrglepaddy rn 2 in. Eaveaosue Flat/Law Proftle Tile Ha0 throw plastic cement Single paddy under the (when required) Paddy (between tiles) Rattem paddy (under tile) optimaI sbxfie on toppad p �xain. sin. singlepaddyan undf 0 cr. `!`2 in Fare Closure Fare Course Fascia Medlum Pro8leTile • ; 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 in (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 underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ... . . . ... . ADHESIVE PLACEMIENX DETAIL# (CQLITINUED) Hatt throeo piastic Single paddy miler ttk (when required) PaMylbetween tiles) Battens Paddy(undetdW opdonai 4� S:Jd 4:41n. swe 2X4 �4w ppa�d�dy OA We ti (cave Coarse �" asda Weephole 101n. 2 in. Eave dosure Drip edge Hlgh ProflleTAe APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" • • • • • (19anru) paddy on top of the eave course the :;urfke:as shofn, on top of the strengthening rib zotdiat* ij o: 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 cm') - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL • NYOPIFCE BARREL • Two Piece Barrel (Cap and Pan) Tile 1) Place enough adhesive to achieve 6S to 70 sq. in. :'cttPFt' in contact with the pan tile.Z erwei 2) Turn covers upsidedown. Place adheto 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area, IUnderlayment Eave dosurc (motar shown) Fascia 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 MUU+IFQADE COUNTY U192"(0:1111 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 cmz) — 70 (451.6 cmz) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmz) - 25 (161.3 cmz) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11