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RF-11-802(0\74 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 _ c-7-1 7. Permit No. e# Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 0465 . 4 Phone # Owner's Addres s es X''. 9/ City "%7jt 67-674,1 State 010/21 Zip g3 O54P Tenant/Lessee Name Phone # Job Address (where the work is being done) 'APO if-r7 e e?/ City Miami Shores Vill • e County Miami -Dade Zip FOLIO / PARCEL # "./..1320 6-€94/Q406 2, 9 Is Building Historically Designated YES NO 4---- Contractor's Company Name /1�- }� Phone # C 6 /0 / / Contractor's Address 7&O / 15 7 , City dta°vyi6 State / 7. Zip 1/02 4, . Qua lifierName C ' � PZ/ Phone # P 6 /O / / State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ,J , Square / Linear Footage Of Work: 0,23 3) /' Phone # Type of Work: ❑Addition , alt:'' • tio�n ❑New ❑ Repair/Replace 0 Demolition Describe Work: * * * * * * * * * * * * * * **a ****, tt ******** * *i* ** ***** * * ***** ** * * ** ***** *fie * * ** ** Submittal Fee $ Permit Fee $ Jf CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ e —® See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a . permit and that all work will be performed. to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 jdb site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contracto The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 by day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission E M� MY CQN(MIS9{q 14 (4 _ �'l $3i 7)398-0153 -- _- Fbrfdallotarygervlce.corn 1 as identification and who did take an oath. NOTARY PUBLIC: * ** Sign: Print �"r`u PATRICIA BAR CS M y Co �� litilfWMMISSiQRi # t?D999473 (407) 398.0153 FlorldallotaryServlce.com APPLICATION APPROVED BY:47a 42'f Plans Examiner Engineer Zoning (Revised 02/08/06) Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pres ures, If Applicable (From RAS 127 or Calculations): Pmax1: . o'% Pmax2: ' 2 Pmax3: e5207,79 Maximum Design Pressure (From the NOA Specific System): Method of Tile Attachment: (tke`r1.L Roof Slope: :12 eck Type: Sloped System Description Type Underiayment: nsulation: Fire Barrier: # .4 o 7-Zz‘ 7,fro •: oar°::: Fastener Type & Spacing: dhesive Type: • • -... • • ..f •• • •• f • •• .lti Y //i•••• • • • • • • ype Cap Sheet: J4 • oofing Covering: Type & Size Drip Ia.s�e .3 Poit awe err u 775( it? SvcneA_, .i "e. Ga .1 dge: Lc \IV-- Miami Shores Village APPROVED ZONING DEPT BY • • • • • DA TE SUBJECT TO COMPUANCE WITH ALL FEDERAL ULATIONS Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M. If the Mr 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 "Moment -Based Tile Calculations Per RAS 127" (p1 :.15-• ixA,Zrei= /.aQ )- mg: 77/=M„ 424' NOA M, cPq (P2:173. (ex ,1 . 2r7 _ .10.71)- Mg: 7.79= M�� NOA M, (P3: /J 4-x �l • 2eJ 'J = .031a)- Mg: `7 7 = Ma p,j -", NOA M, - Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 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 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 • 30.0 .. *Must be used in conjunction with a list of moment -based tile systems endorsed bq•tte•Broward• • : County Board of Rules and Appeals. • •••• •• • For Uplift -based tile systems use Method 3. Compared the values for F1 with thoaelks ford',■ • • • If the F1 values are greater than or equal to the F, values for each area of the roolothAn the tile . attachment method is acceptable. • • • • • • • Method 3 "Uplift -Based Tile Calculations Per RAS 127" • • • • • (P,:_ x I: = x w: = - W:_ x cos 0: = F,r: NOA r' • • _._ _) • • (P2:_ xI: W:_xcos 0: =F,2: NOA H• • _= .,_xw:= _)- (P3:_ x I: = x w: = - W:_ x cos 0: = Fa: NOA F' • _ _ _) 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 prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d NOA Restoring Moment due to Gravity M,, NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. MIAMI DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Entegra Roof Tile, Inc. 1289 NE 9th Ave Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile • • • • • .. • • .•• • • •••• •••• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lggp j ty, stttp anod following statement "Miami -Dade County Product Control Approved ", unless otherwile inot&I herain• • . • RENEWAL of this NOA shall be considered after a renewal application has been file fileVaIfdlhereltip.igeo no change in the applicable building code negatively affecting the performance of this proo1p ; • • TERMINATION of this NOA will occur after the expiration date or if there has beena revision or change in tbe..:. materials, use, and/or manufacture of the product or process. Misuse of this NOA as art en4 tsemertt olt any • product, for sales, advertising or any other purposes shall automatically terminate this MA. Vailur .t mp1y • 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 revises NOA No. 10- 0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 10- 1202.01 Expiration Date: 12 /08/15 Approval Date: 12/30/10 Page 1 of 5 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product ,Anulicant Dimensions Specifications Description Plantation Tile Length: 16%2" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces 3. LIMITATIONS: Length: varies Width: varies Thickness: varies TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations •• • •... • • • .. • 3.1 Fire classification is not part of this acceptance. • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test uiggordanee wtth TAS 106 may required, refer to applicable building code. •.... • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certif oil Laborato> ' to perform quarterly test in accordance with TAS 112, appendix `A'. Sach.testing shail•6e submitted to the Building Code Compliance 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 • wn:r f 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 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations MIAMFDADE COUNTY APPROVED NOA No.: 10-1202.01 Expiration Date: 12 /08/15 Approval Date: 12/30/10 Page 2 of 5 • • •• • Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) ; Length-1(ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile 3 "• 12" ?. (ft3) Batten Application X (ft3) Direct Deck Application Plantation Tile Greater than 7 " :12" 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 " :12" 3 "• 12" 4 "• 12" 5 ": 12" 6 "• 12" Greater than 7 " :12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Plantation Tile 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) For Nail -On Systems Tile Profile .Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19132 ". plywood) • Battens •.... • • • • • • •• • • • Plantation Tile 2 -10d Ring Shank Nails 30.9 • 38.1' 17.4 1 -10d Smooth or Screw Shank Nail 7.3 9.8. " ". •••• :'4.9`. •• 2 -10d Smooth or Screw Shank Nails 14.0 18.8.'..• :f'4•• • 1 #8 Screw 30.8 30.A .: :ltla. 1'24.4. 2 #8 Screw 51.7 51.? .'. 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3" • :244. • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 • 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4° tile headlap and fasteners are located a minimum of 2 /s° from the head of tile. MIAMI•DADE • NTY APPROVED NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12 /30/10 Page 3 of 5 • • • • • • • • • • • • • • Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile PolyProTM 118.94 PolyProTM 40.4° 4 Large paddy placement of. 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PoIyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING • • • • • •• • • • •••• •••• • • • •• • 5.1 All tiles shall bear the imprint or identifiable marking of the manufaett Bids name or logo as seen below or following statement: "Miami -Dade County Product at 1ttQ1 App eyed 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following Mr►arkings: USA "E" • • USA, "E ", Entegra "E ", where the E is a stylized logo. • • •• • • • • • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tlil:s fdtowing:: • • 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE .... • • • • • • •••• •• • • •••• . • • •••• • • •• •• • •••• • • • •• • • •• • • • • • •• • • • •• • • • • • • • • • •• .• • • • NOA No.: 10-1202.01 Expiration Date: 12 /08/15 Approval Date: 12 /30/10 Page 5 of 5 • • • • • • • • • • • • 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 480 NE 91 Street Miami Shores, FL 33138- 1132060190020 Block: Lot: LESLIE SANCHEZ Owner Information Address Phone CeII LESLIE SANCHEZ 480 NE 91 Street MIAMI SHORES FL 33138 -3151 480 NE 91 Street MIAMI SHORES FL 33138 -3151 Contractor(s) ISTUETA ROOFING CORP Phone 305/266 -1011 Cell Phone Valuation: Total Sq Feet: $ 19,665.00 2330 1 Type of Work: Re Roof Additional Info: COLOR THRU & FLAT Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $12.00 $4.50 $4.50 $4.00 $300.00 $15.00 $16.00 $356.00 Pay Date Pay Type Invoice # RF -5 -11 -40854 05/11/2011 Credit Card 05/06/2011 Credit Card Amt Paid Amt Due $ 306.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 11,2011 Date May 11, 2011 1 I r — .6(1)044' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 IE MY 0 6 2011 11 Y: .... .. Permit No. 2c:1 1 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) )401,(6441/11,ket., Phone re,e1.0 c7c) (v 7,3 Owner's Address 41,590 Afe i . City 1441m. at,o-teb State Av Tryda__ Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 44F40 Are • 07 d, City Miami Shores Village County Miami-Dade FOLIO / PARCEL # Zip g3/3d° Is Building Historically Designated YES NO Contractor's Company Name .2"'"6,4__ Phone # (.() 026 /Off Contractor's Address 7gt 7 city Ilea? "frte State k70 f ida., Zip Qualifier Name # State Certificate or Registration No. 1C1 054 75 Certificate of Competency No. ea5i40 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: DAddition DAlteration , []New 121 1<pair/Replace 0 Demolition Describe Work: ***************************************Fees********************************************* Submittal Fee - 111 - Notary $ Tratning/Education Fee $ Permit Fee $ Yooe'a CCF $ CO/CC Technology Fee $ Scanning $ Radon S DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 ) - '' ` ) Si Owner or Agent The foregoing instrument was acknowledged before me this The forego' instrument was acknowledged before me this day of j� :_ 201 ! , by bi tZ n lt_e t �@ /' °l f , day of �' 20 1/ , by who is perso y known to me or who has produced who is persona1l own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Contractor .4/ 7L'i NOTARY PUBLIC: Sign: Print My Commiss A wow. PATRICIA BARNES • * * * * * * * * * ** • o> o, x' S: (a 7 e 398 -0153 EXPIRES July 28, 2013 Florida NotaryServlce.com APPLICATION APPROVED BY: (Revised 02/08e NOTARY PUBLIC: Sign: Print: My C ********************************* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Rft\ ? FOLIO NO.11,32O -4/9- OOW STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 11 1111nm iim nm mu um uui uu mi THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement CFN 2011R0296215 OR Pk 27679 Ps 0841; (1Ps) RECORDED 05/06/2011 09:06:19 HARVEY RUVIN, CLERK OF COURT 11IAMI -DADE COMM FLORIDA LAST PAGE Space above reserved for use of recording aft 1. Legal description of property and street/address: � Sae /96-4?-ten 8.k / on of improvement .ate' 2. Description 3. Owner(s) name and address: . "ireL71117Z2- gr. Interest in property: ea�- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: .427 /tie/ a- Fver/14G ,(� 7.561 co. 7: f /- c0i�ti..5 -he'tz O/F4 (W.) c244, 10 t/ 5. Surety: (Payment bond required by owner from contractor, if any) 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(1Xa)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED' IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FL RID • " •' • P • • • RTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB slit 'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMF,i1LT .•••,q. ur • • 1.1. • e Signature(s) of Owner(s or Prepared By Print Name Title/Office • A er(s)' Authorized Officer/Director/Partner/Manager _.--_; E Prepared By. dose / % • P Print :Name :. ' ' ! - %''' itr. - Title/Offft e 7 STATE OF FLORIDA COUNTY OF MIAMI -DADE The f. o •oing lnst nt B /if r.: i, ed before methis Individually, or ❑ as for. - ❑ Personally known, or ❑ produced the following type of Identificati Signature of Notary Public: Print Name: (SEAL) . RIFIC,TIO . • URSU • S • N9 25 • t1D Under penalties of perjury, I declare that l have read the :foregoing an that the facts stated in it are true, to the best of my knowledge and Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partr er anag = `who s By --!� ^._. By. tl QS STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ISTUETA, JOSE FRANCISCO ISTUETA ROOFING CORP 7501 NW 7TH STREET MIAMI FL 33126 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 BA:f i„i NL ABAr r BATCHNUMBER SEE OTHER SIDE DO NOT FORWARD ISTUETA ROOFING CORP JOSE FRANCISCO ISTUETA 7501 NW 7 ST MIAMI FL 33126 ill 1111 111131 111111/ 11 11 1tt11ti111111et11111111111111110Al A� ° CERTIFICATE OF LIABILITY INSURANCE DATE X20 1 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CCAONNTACT Laura Buratt: (AC.NO ). (954) 943 -5050 �a ,No): (954)942 -6310 E -MAIL laura@furmaninsurance.com ADDRESS: PRODUCER 00005952 CUSTOMER ID #: INSURER(S)AFFORDINOCOVERAGE NAIC# INSURED Istueta Roofing Co g rporation 7501 NW 7th Street Miami FL 33126 INSURERA:Starr Indemni Liability Indemnity & Liabilit 38318 INSURERB :Travelers Indemnity Co of 25666 INsuRERc:Bridgefield Employers Ins Co 10701 INSURERD: $ 1,000,000 INSURER E : DAMAGE TO RENTED PREMISES (Ea occurrence) INSURER F : :10 -11 AATO/ 11- • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR OF INSURANCE ADDL ADDL INSR SUER WVD POLICY NUMBER POUCY EFF (MM/DDIYYYY) POUCY EXP (MMIDDIYYYY) OMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR SIPG— GL00107 -00 3/1/2011 '- 3/1/2012 _ EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50 , 0 0 0 CLAIMS -MADE X MED EXP (Any one person) $ 5, 000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X EC LOC $ 8 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS ' BA164M8195 10/8/2010 10/8/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ X $ $ UMBRELLA IJAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E (Mandatory In NH) ESE, N under D DESCRIPTION OF OPERATIONS below N / A 83040491 1/1/2011 1/1/2012 WC STATU- OTH- X TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 $ 100,000 $ 500,000 E.L DISEASE - EA EMPLOYEE Et DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) • CANCELLATION VILLAGE OF MIAMI SHORES 100-50 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /LB ACORD 25 (2009/09) INS025 (200909) The ACORD name and logo © 1988-2009 ACORD CORPORATION. All rights reserved. ogo are registered marks of ACORD Master Permit No. Contractor's Name Job Address Met 0. Miami Shores Village PPROVED BY DATE ZONING DEPT DG • EPT 4%f Florida Building Code Edition 2 ,W31 ;.1I CT TO COMPLIANCE WITH ALL FE EFAL High Velocity Hurricane Zone Uniform Permit pplication Form 1A t r AND COUNTY RULES AND rirou TIONS Section A (General Informatford Low Slope ❑ Asphaltic Shingles Process No. 480 ,trE 47/5it ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 Z rtar /Adhesive Set Tile ❑ Wood Shingles /Shakes ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance jjhr� / ROOF SYSTEM INFORMATION 6.I: Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ,a52 2030 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■� ■■_�■■■■■■■ 1 IIIU1i1111ii111 • •••■••••••••111111••• ._■ ■_Y_ ■ ■ ■ ■ ■ ■_ ■ ■■ • ■■_1•■•••■■ ••••• :: _■ li III �111111�N _■.1• l••••••._ 1 IlII1011lRllh1Ii.______ T 9111Prr .IIIIIM 1 IIIIiiiiIiflhl hi11' iu:11i1 1 ■�■■. . '■■11■■■■■ ■_mot' ■mss ��• _1■ee■__■■■•111111•w�■ra•III_ •■••••••••••1 ■ IF 1 YM'I4 ■ =MUN ■I1■M•11■ ■ ■_■ ■■1116. •u —. ■ ■ ► \ ■ ■r_ •YYYYY®111•1 LAM M& mY1<■ 1!g. aJIYaG•Y■ _■1I111■1iId 111 1 il l l IlllIIS 11 11111 I ll rir- IL•IME 11,10.Illa■11.n10PAII•■■ ■Yr_.� . Effl..�' 11®11111Iii I' !�!!M 1111111 ii 1 i■ it 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: vLt Notice of Acceptance Number: 07— o7/0 06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1:,,,e1QS Pmax2: orer,66 Pmax3: /c /2' Maximum Design Pressure (From the NOA Specific System): e,,. d' �' C iy-a 4) Method of Tile Attachment: Roof Slope: ' • : 12 eck Type: Sloped System Description 40frtetee "00vd€ / "-, 'Type Underlayment: nsulation: STM x.72 ?2zc Fire Barrier: Fastener Type & Spacing: Ridge Ventilation? 0/A- 1 Mean Roof Height: /2' dhesive Type: I .pf_ 4 /a® 1 ype Cap Sheet: l doe 7"-- tLwd i 4/Weir- ,/r oofing Covering: Type & Size grip dge: 2%ax21, v• &u,Z)re(� l�ea� ,P'ex , f Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr 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 "Moment -Based Tile Calculations Per RAS 127" (P1: ,/S 7 xA .o 200 = cr. Off) - Mg: 7-07 = M .96" NOA M 9 r, ..JJ (P2:78.(x A v ZOO _ / . a. ) -Mg: 7,07 =M, P NOA M, q ,free.- (P3:f, -x A 0 4O0 = ,3P 2 ) - Mg: 7-0 7. Mt, /6, /7 NOA M, `6 S' Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 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 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based tile systems use Method 3. Compared the values for F' with the values for F; If the F1 values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (PI: I: = x w: = - W: cos B: = Fr,: NOA F' _. _ _.) (P2:_ xI: =_xw:= W:_xcos 8: =Fr2: NOA Fl _ _)- (P3: I: = x w: = - W:_ x cos 0: = F, : NOA F' _ _) 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 prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity MQ NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not use��, -iyie • tify a "NA ") System Manufacturer: % / A' el- W_, NOA No.: ®� °®2- 24 a ®'0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From t Specific NOA System: ./.,4. Deck: Type; ovae, Gauge/Thickness: ..rrik, c rr Slope: �t Anchor/Base Sheet & No. of Ply(s):/P 1(76' 5ewAtaii- aKwv ®.s@ e/ ` p Anchor/Base Sheet Fa tener Bond Material: /0-7-,,,,„,,p3 AB,,y gi,.„,,L Avg Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: al Top Insulation Layer: tot Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): 6614 AP Base Sheet Fastener/Bonding Material: A" PIy Sheet(s) & No. of Ply(s): PIy Sheet Fastener/Bonding Material: Top PIy: � �d P t p 4_ Top Ply FastenerBondin•_Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: , " oc @ Lap, # Rows @ 4 " oc Perimeter: ." oc @ Lap, # Rows4 @ oc Corner: zi " oc @ Lap, # Rows , 2 @ oc Number of Fasteners Per I ulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ear a- d iqe Mean Roof Height VW & ie PFD n ' ,,te ° f2" °A" 4 Owner's Notification Form MIAMI -DADS : ,P •eiisrs :_ .._.`fi['r7 %t Lt ,E.ry r..;.a)" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, 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 section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box 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) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). l/•'" 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. V..s► 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of 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 Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signatur Property Address: Date: Permit Number: file:/ / /q/Documents %20and %20Settings/ sky / Desktop /SECTION_ 1524[ 1 ].htm9 /27/2007 5:46:06 AM /0 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. Atter,' NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and 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 Test Applicant Dimensions Specifications Monier Lifetile LLC 1 =16'" Saxony (Shake, Slate w = 12-3/8" and Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness Product Description TAS 112 Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail-on, mortar or adhesive set applications. TAS 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier 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. 7161 -03 Appendix III 94-084 94 -060A 25- 7183 -6 25- 7183 -5 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102, (2 Quik -Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. LIMITATIONS 25- 7214 -1 25 -7214-5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity 129 TAS -112 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 3 of 8 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - A (ft3 Tile A, (ft3) X (ft3) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split 0.185 0.200 Shake) Tile Direct Deck Battens Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 • 6.18 6.66 6.02 6.48 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Feld Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.3' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 5 of 8 Table 7: Attachment Resistance for Single Patty Expressed as a Moment - Mf (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Ufetile Saxony (Shake, Slate and Split Shake) Tile PolyProTM 118.9" PolyProTM 40.4° 3 Large paddy placement of 45 grams of PotyProTM. 4 Medium paddy placement of 24 grams of PotyProTm. Table 8: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set" 43.9 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". Or BORALLIFETILE MONIERLIFETILE LLC, SAxONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 6 of 8 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWINGS 1 3/18 " (slate 1 5/16 " (shak 17 " u'z / OVERLAY WATERLOCK 12 3/8" MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE RooF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 8 of 8 MIAMI•Di14DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 lam idad e.gov /build1na/ 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 BNC - 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. BNC 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: Polypro 17 A11160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A.11.160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using Polypro'? AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro+? AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro+? RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. 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 1.61bsift.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change © -40° F., 2 weeks +6.0% Volume Change ®158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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: I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro AH160 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 Polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. _W 2 F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyprolD AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tle assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. Polypro® AH160 roof file adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and PoIyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro' 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foanipro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproo AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro (14 AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAM1•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY MIAMI•DADE • NTY APPROVED 1) Piaca enough adhesive to achieve 1T to 2$ square itches In coated with the pan tile 2) Turn covers upside down. the adhesive 112 In. To 1 ht. From outside edge ofcoveTtll. Then talon thetfis. Option] legs for steep pitch applications Nag through plastic cement Undedaymont 1 toppatlan etas we course cover tile. Abut tosecand course of pen files. Erwure eeve end of pen end cover tiles sre flash ot ease line. Fin dosure Weephote Fouls (mortar shown) Sheathing Optional on on Ioihtdinl edges ofthe NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL SINGLE PATTY Nall through plastic Dement Undarlayment Paddy (Sanaaih Tile) 7 in Eave Course MIAMFDADE COU APPROVED Fascia Eava Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tilo) Single paddy 3 In. under UIe x 3 ln. Single paddy on under - laymont Single paddy on top oft the e course In. X 7 In. medium the paddyeave Faacla course only Nall through plastic cement Single paddy on underlayment Nall through plastic cement Single paddy under tile Underlayment Single paddy between tile 2 in. x 7 In. medium size paddy eave _- _- _--- _--_�_ � �►�,,,�,� Bourse only In.x 3 in. Single 4 in. paddy on under- layment Single paddy on top of tile ItoCourse Fascia Weephob Eave closure Drip edge Single paddy between tile In.x 3 In. Single paddy on top of tile Eave i eume Eave Closure 2 I x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE M ECQ APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 MIAMI•©A1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MLT 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 NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product MLT TileSeal Dimensions 36" x 33.3' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Aaencv Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier R14610 . 02 -012 NEI- 006 -02-01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Wood, non - insulated, new construction 1542" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of MLT TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with MLT TileSeal Underlayment is acceptable. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 2 of 3 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. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT 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. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MLT TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high 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. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 3 of 3 • M1AM1•D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Palyglass Self - Adhered Roof System over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 0822.10 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 1 of 20 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS /APP/TPO Wood -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Elastobase 65' 2" x 3' 3 -3/8" ASTM D 4601 Elastobase P 5' 2" x 3' 3 -3/8" ASTM D6164 Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 Vent Elastoflex SA V 32' 6" x 3' 3 -3/8" ASTM D 6163 FR Elastoflex SA V 32' 6" x 3' 3 -3/e ASTM D 6163 Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 FR Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 Polyflex SA P 32' 6" x 3' 3 3 /8" ASTM D 6222 Polyflex SA P FR 32' 6" x 3' 33/8" ASTM D 6222 Polyfresko SBS 32' 6" x 3' 3 -3/8" ASTM D 6164 SAP Polyfresko SBS 32' 6" x 3' 3 -3/8" ASTM D 6164 SAP FR Polyfresko APP 1 SAP 32' 6" x,3' 33/$" ASTM D 6222 APPROVED Product Description SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. Partially self-adhered, fiberglass reinforced, SBS modified bitumen membrane with a self- adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self-adhered, polyester reinforced, SBS modified bitumen membrane with a self- adhering back face and a granule top surface. Self-adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self- adhering back face and a granule top surface. Self-adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self-adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 2 of 20 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32' or greater plywood or wood plank, fastened to supports spaced 24" o.c. and to blocking members spaced 48" o.c. with #10x3" wood screws spaced 6" o.c. System Type E(5): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening: Attach base sheet using 12 ga. ring shank nails and tin caps spaced 4" o.c. in a 4" lap and 4" o.c. in four equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self - adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Elastoflex SA P, Elastoflex SA P FR, Elastoflex SA PG self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -112.5 psf; (See General limitation #7.) Deck Type 1: Wood, Non - Insulated Deck Description: i9/32" or greater plywood or wood plank, fastened to supports spaced 24" o:c. with #8x3" wood screws spaced 6" o.c. System Type E(6): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening: 12 ga. annular ring shanked nails and 1 -5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered rows. Tin -caps are primed with PG100 Asphalt Primer or Mule -Hide 121 Asphalt Primer. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self-adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PoIyBianko, PolyKool or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: - 112.5 psf; (See General limitation #7.). MIAM •DADECOUNTY APPROVED NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 19 of 20 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer 3. AlI standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter. circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0226.06 Expiration Date: 10/11/12 Approval Date: 01/28/09 Page 20 of 20 380 2007. ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Membrane: One or more layers "DUPLEX ", "DUPLEX G ", "POLY- BOND", "POLYBOND G ", "POLYFLEX" or "POLYFLEX G" (modified bitumen),' heat fused. Surfacing. Fields "F350 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating", 1-1/2 gal /sq. 19. Deck NC • Incline: 1/2 Barrier Board: 1/2 in. gypsum board. Insulation: Polyisocyanurate, any thickness. Base Sheet (Optional): Type G2, "ELASTOBASE ", " ELASTOFLEX V" or "DUFLEX". Membrane: "POLYFLEX G FR ", "DUPLEX G FR" (heat fused), "ELASTOFLEX G S6 FR" (hot mopped), "ELASTOSHIELD TS4 FR" or "ELASTOFLEX VG FR" (heat fused or hot mopped). 20. Deck C -15/32 • Indine:1 Insulation: 1/4 in. thick G-P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. • Ply Sheet Type G2, mechanically fastened. Membrane: "POLYBOND ", "POLYFLEX" (modified bitumen), heat welded. • Surfacing: Monsey Products "Endure Aluminum . Roof Coating ", "Weather Check" or 'Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 21. Deck NC Incline: 1/2 Insulation Polyisocyanurate, perlite, glass fiber or wood fiberboard, any thickness. • Base Sheet On ply Type G2, hot mopped or mechanically fastened or "ELASTOBASE ", heat fused, hot mopped or mechanically fastened. Membrane: " ELASTOFLEX G S6 FR" or " ELASTOSHIELD TS4 FR," hot mopped or heat fused. 22. Deck: ,C-15/32 Incline: 1/2 Base Sheet One ply Type G2 or "ELASTOBASE ", mechanically fas- tened. Ply Sheet One ply Type G2, hot mopped_ or "ELASTOBASE ", hot mopped or heat fused. Insulation (Optional): Polyisocyanurate, perlite, glass fiber, any thick- ness. Membrane: " ELASTOFLEX G S6 FR" or " ELASTOSHIELD TS4 FR," hot mopped or heat fused. 23. Deck C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite / polyisocyanurate composite, perlite/urethane composite (2 in. min). Base Sheet: One or more layers " DUFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened). Ply Sheet (Optional): One or more layers "DUPLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped). Membrane: 'TOLYALL ", `TOLYRAM ", "DUPLEX G FR" or "POLY- FLEX G FR (modified bitumen), heat fused: 24. Deck: C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite / polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet One or more layers "DUFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" 'or Type G2 base sheet (hot mopped or mechanically fastened). • Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped). • . Membrane: " ELASTOFLEX G S6" or "ELASTOFLEX VG FR" (modified bitumen), hot mopped. • 25. Deck: C -15/32 Incline: 1/2 Note:. Unsupported plywood joints are covered by a min 6 in. wide strip of Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet nailed in place prior to roofing. Base Sheet: One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). Ply Sheet: One or more layers "DUFLEX ", "ELASTOBASE ", " ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Membrane: "POLYALL ", 'TOLYRAM ", " DUFLEX G FR ", "POLYFLEX G FR" or (modified bitumen), heat fused. 26. Deck: C -15/32 Incline: 1 Insulation: 1/4 in. thick G-P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet: i Type G2, mechanically fastened. Membrane: 'POLYFLEX ", heat welded. Surfacing. Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 27. Deck: NC Incline: 1/2 Barrier Board:. 1/2 in. gypsum board. Insulation: Polyisocyanurate, 2 in. max. Base Sheet: One or more plies Type G2. • Membrane: " ELASTOFLEX VG FR ", heat fused or hot mopped. 28. Deck: C -15/32 Incline: No Limitation Base Sheet Type G2, mechanically fastened or hot mopped. Ply Sheet Type G2, hot mopped. Membrane: , TOLYALL PLUS ", 'TOLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 29. Deck: C -15/32 Incline: No Limitation Insulation Polyisocyanurate or polyisocyanurate composite (2 in. min.), glass fiber (7/16 M. min.), perlite (3/4 in. min.) (mechanically fastened or hot mopped). Ply Sheet Type G2, hot mopped. Membrane: "POLYALL PLUS ", "POLYRAM PLUS" or 'TOLYSTEEL PLUS ", heat fused. 30. Deck: NC • Incline: No Limitations Insulation Polyisocyanurate, polyisocyanurate 'composite, perlite, any thickness, mechanically fastened or hot mopped. Ply Sheet • Type G2, mechanically fastened or hot mopped. Membrane: "POLYALL PLUS ", "POLYRAM PLUS" or 'TOLYSTEEL PLUS ", heat .fused. 31. Deck 1 -1/2 T&G Incline: No Limitation Base Sheet: • Type G2, one or more layers, hot mopped, loose bind or mechanically fastened. Insulation: Polyisocyanurate, 1.5 in. min. Insulation: Perlite, 3/4 in. min. Ply Sheet " ELASTOFLEX V ", heat fused, hot mopped or mechanically fastened. Membrane: "POLYALL PLUS ". 32. Deck C -15/32 Incline: 2 -1/2 Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints. • Base Sheet • Type G2, mechanically fastened. • Membrane: 'POLYFLEX G FR ", heat fused in place. 33. Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber any combinations, any thickness, mechanically fastened. Base Sheet Type G2, mechanically fastened. Membrane: 'TOLYFLEX ", 'TOLYBOND" or "DUPLEX ", heat fused in place. . Surfacing: "300 AFX" Aluminum Roof Coating at 1 -1/2 gal /sq. 34. Deck: C -15/32 Incline: 2 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet "ELASTOBASE" (poly /sand), mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: "POLYFLEX SA P FR ", "ELASTOFLEX SA P FR ", " ELASTOFLEX SA V FR ", " ELASTOFLEX SA V FR HT", (self adhered) or "POLYFLEX G FR ", "DUPLEX G FR ", " ELASTOFLEX S6 FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS 4 FR ", heat fused. 35. Deck: C -15/32 Incline: 112 -Insulation (Optional): Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet Type G2, mechanically fastened followed by "ELASTO- BASE", mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V FR BASE" (self adhered). Membrane: 'TOLYFLEX SA P .FR", " ELASTOFLEX SA P FR ", • " ELASTOFLEX SA VG FR" (self : adhered) or "DUFLEX G FR ", " ELASTOFLEX G S6 FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS 4 FR ". heat fused.