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RF-09-1568 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL CV00- Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 125263 Permit Number: RF -9 -09 -1568 Scheduled Inspection Date: March 12, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: BUTLER, JOHN Work Classification: Tile Job Address: 500 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060171070 Project: <NONE> Contractor: Building Department Comments rEMOVE AND rEPLACE WITH NEW MONIER CONCRETE FLAT WHITE TILE. Inspector Comments PassedL Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2010 For Inspections please call: (305)762 -4949 Page 3 of 17 sty fla 10050 NE 2 nd Ave ► Miami Shores, FI 33138 _ Phone 305 - 795.2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit# A2 DATE: 09/22/2009 INSPECTION AFFIDAVIT I AGUSTIN EXPOSITO , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC1326046 On or about , 1 did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 500 NE 102 STREET (Complete Job Site Address) Based upon that examination I hatermined the installation was done according to the Hurricane Mitigation Retr Manual as n 553.844 F.S) Sig ur ate of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. SEPEM Sworn to and subscribed before me this 22 da T IEW Pao - ��fi flp��IISSIflN # DD 638230 =: EXPIRES: June 6, 2011 B Pub l ' cUnderwnte' Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck fo inspection C I V I L Reileh Engineering Corp. (Consulting Engineer) j 2370 S.W. 123 Avenue 1i Miami, Florida 33175 -1174 ENGINEER Tel:305- 823 -8008 Fax: 305 - 823 -3300 March 8, 2010 Z Roofing 2524 West 3 Avenue Hialeah; Florida 33010 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 500 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: RF -9 -09 -1568 Date Completion: March 4, 2010 Roofing Contractor: Z Roofing Project Number: 10 -0230 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Atlantis Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on::our test results, we conclude that the installation £the rt�of the the above referenced project meets the.test roquirement outlined in the bovo risen oriel li torn . Attached please find a ccpy`c�f our test repazt for your reer: i Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you I have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation A ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 500 Northeast 102 Street Miami, Florida Reileh Engineering Corporation — Project Number -10 -0230 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 500 Northeast 102 Street Miami, Florida Project Number: 10 -0230 Test Number Test Lead Ib Test status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number -10 -0230 — Page 3 of 6 ................... Test Number 'Vest Load b 'Vest Vitus 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 1 Pass Reileh Engineering Corporation — Project Number - 10 -0230 — Page 4 of 6 Test Number Test Load b Test Stat 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation — Project Number -10 -0230 — Page 5 of 6 Test Number Test Load (M) Test status 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass Reileh Engineering Corporation — Project Number - 10 -0230 — Page 6 of 6 50' 15 55 52 16 10 9 95 92 90 55 94 51 v 52 91 8 86 95 14 n � � 18 96 54 Sy yy 56 89 O 88 12 84 II 59 91 81 2" 58 82 98 65' 8 26 y 80 57 19 99 ZO 100 19 68 58 101 61 69 59 6 6 60 98 5 21 90 62 61 77 65 65 71 41 64 96 'A 52 75 � 12 75 94 I 4 2 242 5 10 -0230 APPROX. ROOF t5f LOGA11ON5 ANP PIWN51ON5 Miami Shores Village 0 p "of D 3 10050 N.E. 2nd Avenue aw IN Miami Shores, FL 33138 -0000 S G3 fig £, f,eGl PRoVd Phone: (305)795 -2204 Expiration: 0312712010 Project Address Parcel Number Applicant 500 102 Street �~ _ 1132060171070 Miami Shores, FL 33138- Block: Lot: BRUCE MARLEY Owner Information Address Phone Cell BRUCE MARLEY 500 102 Street MIAMI SHORES FL 33138 -2455 Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 ... Total Sq Feet: 3000 Type of Work: For Inspections please call: Additional Info: (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $10.20 RF -9-09 -35962 $ 324.10 $ 50.00 Education Surcharge $3.40 " 'J Permit Fee - New Roof $300.00 RF -9-09 -35962 $ 324.10 $ 324.10 $ 0.00 Scanning Fee $3.00 Check #: 2151 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $7.50 Total: $324.10 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. 1 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 September 30, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 30, 2009 1 a! Miami Shores Village Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 795.2204 F ax: 8972 BU ILDING �� UILDING 2 X009 Permit No F q PERMIT APPLICATION M ster Permit No. FBC 2001 ..mw ®pie Permit Type (circle): Building Electrical Plumbing Mechanical Roofm Owner's Name (Fee Simple Titleholder) ah(icwkna, I m bl,(m % GA Phone # �J .9 O NO q � q Owner's Address 14b I N e 1 City gIQYYl1 bh(x'Qs State f�. Zip 331 Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 o D NE 1 0 2 sT r e e City Miami Shores Village County Miami -Dade Zip 33133 Is Building Historically Designated YES NO V Contractor's Company Name 7— RooF1 t9 (a INc- Phone # 3 9 9 � Contractor's Address 262 (,T . City HWea 1 State , Zip 33�iQ Qualifier 'L, (PM �j 4 U t State Certificate or Registration No. 13 Zip N (o Certificate of Competency No. Architect/Engineer's Name (if applicable) N 1 Phone # N 1 4 $ Value of Work For this Permit �7.�x Square Footage Of Work: 3000 Type of Work: ❑Addition []Alteration []New X Repair/Replace ❑ Demolition Describe Work: RigiMOVE ARI &EPL Aeff & NEW LAW (Z �C9 fl.4ftfi W jf lTE� ]I LE i At Submittal Fee $ 0 - Permit Fee $ CCF $ - Notary $ Training/Education Fee $ �Z. yD Technology Fee $ 4 Scanning $ Z) Radon $ Zoning Bond $ 10 Code Enforcement $ 0 Structural Plan Review. $ 4 ,, o I Total Fee Now Due $ -- (Continued on opposite side) . i Bonding Company's Name (if applicable) I Bonding Company's Address City State zip Mortgage Lender's Name (if.applicable) Mortgage Lender's Address City Stat 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 w l of be proved d a reinspection fee will be charged. Signature I Q�. 0a Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this' The foregoing instrument was acknowledged before me this J.1 day of 2Q� 20 n by YI� day of W. 20 �, by who is personally known to known to me or me or who has produced who is pas 21 who as produced As identification and who did take an oath. as identification and who did take an oath. NOT LI PA�:HECO NOTARY PUBLI Sign: , °,,, 5, COMMISSION # DD 638230 YP Sign: .M Print; Ncia Public Underwriters �ondsdTi N ry Print: ACHECO BD 6 My Commission Expires: My Co s i P1RES: June 8, 2011 1G�d 7hru Notary Public underwriters �raF�a+ �wYac�r�:* �r�rt�e�r�ewc�r�wea��rur�e�rae* sk, Y*> Fe>< ar* ��rsa���e�r�e�et�wY�e* sF�* ��e�e�r�r�r�r�rkar ;�r�r�ur�r�r�at��t�r�rs>;�e — +�i`sTr�t5ii� * *�e *�ur��e APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 Zoning t Miami -Dade My Home Page 1 of 2 ' My Home MIAMI - ADE Show Me: Property Information Legend Search By:' Pro perty Select Item 3 - Boundary u� Selected Tax4 only Property ....,...,., -. Propert +Appraiser Tax E stimator "` s � ' Street UJ Propery_AppraiserTax > Highway C omparison Miami -Dade H. Calculator County P ortability S.O. � .N..� : q P wale, Summary Details- �* Folio No.: 11- 06-017 -1070 N ro NE 102 ST �. F Mailing OHN BUTLER & mow, tt ST`S m Address: STINA IMBURGIA JTRS 1461 NE 102 ST MIAMIY' HORES FL 138- Proper Information: ry 1000 Zone: SINGLE FAMILY * st► rims RESIDENCE LUG: 1 RESIDENTIAL- + INGLE FAMILY tha. 3 Dora: Living Units: 1 Footage: 967 Digital Orthophotography - 2007 0 112 ft of Size: 11 500 SO FT Y ear Built. 939 IAMI SHORES SEC 4 D PB 15 -14 LOTS 11 My_kIS?IIIi PrtMtiy..I tonnallm I P.rg L11y axei egal 12 BLK 94 LOT SIZE I My Neighbor_hood I PrgpQ_rly.. W W ription: 100.000 X 115 OR 15232 - 2330 0991 1 COC Home 1,40n.9. 9.9.r.1 e I MOW I Phot —Pir M I Prigacy. I Dis claimer 526 -3353 07 2004 1 R 26926 -2220 0609 01 Assessment Information: ear: 2009 2008 If you experience technical difficulties with the Properly Information application, d Value: $196144 71 731 or wish to send us your comments, questions or suggestions uildin Value: $160.107 194 please email us at Wo-Omaster rket Value: $356,251 65 7 ssed Value: $356,251 7 Exemptlon Information: web Site 2002 Miami -Dade County. ear: 2009 2008 All rights reserved. lHgMes tead: $25,000 $25,000 nd Homestead: I YES YES Taxable Value Information: Y ear: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $306,251 $515,769 unty: $50,000/ $50,000/ $306,251 $515,769 hy . $50,000/ $50,000/ $306,251 $515 769 ool Board: $25,000/ $25,000/ $331 51 0 789 Sale Information: http: / /gisims2. miamidade .gov /myhomelpropmap.asp 9/28/2009 Owner's Notification Form 0 .0 MIAMaDADE a "Delivering Excellence Every Day" 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 of the agreement between the own nd 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 244ressed as part of the agreement between the owner and the contractor. 2. Renailimg 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 Bui ng Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. ,Common Roofs: Commgi; roofs are those which have no visible delineation between neighboring units (i �: wnhouses, c etc.). In buildings with common roofs, the roofing contractor and/or owner g"d notify the occupants o f �djacent units of roofing work to be performed. e xposed Ceilings: Exposgd, open beam ceilings are where the underside of the roof decking can be a . viewed -from below. The owner may Wish to maintain the architectural appearance, therefore, roofing nail penetrons of the underside of the king may not be acceptable. The Florida Building Code provides the option of maintaining this appearanc 5. Ponding Water: The c it roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in 1 � -lying areas of the roof. Ponding can be an indication of structural distress and may require the review o professional structural engineer. Ponding may shorten the life expectancy and performance of the ne roofing system. Ponding conditions may not be evident until the original roofing system is reinov';d. Ponding '; nditions should be corrected. 6. Overflow scuppers (wall irimeter/edge tlets): It is required that rainwater flow off so that the roof is not overloaded froma build up of water. walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are n4 provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. aoe . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior c tural 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: �n Date: Contractor's Signature: Permit Number: Property Address: 1". file: / / /Cl/ Documents %20and %20Settings /sky/Desktop /SECTION 1524r1l.htm9/27/2007 5:46:06 AM 0 s9 ' t t Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Z ROOFING, INC. Job Address 500 NE 102 STREET ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile El Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOFTYPE ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3000 3000 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. *NO GAS OR UL VENT Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: MONIER ATLANTIS CONCRETE Notice of Acceptance Number: 07- 1023.12 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: -45.1 Pmax2: 46 . 6 Pmax3: Maximum Design Pressure (From the NOA Specific System): 40.4 Method of Tile Attachment: MEDIUM PADDY Sloped System Description eck Type: 5/8" PLYWOOD Type Underlayment: 1 #30 ASTM FELT NAILED TO DECK P/ FBC Insulation: I N/A Roof Slope: 4 :12 Fire Barrier: N/A Fastener Type & Spacing: 1 5/8 T.C. 32 GA R.S. NAILS dhesive Type: NIA Ridge Ventilation? N/A Type Cap Sheet: #90 ASTM FELT BACK NAILED @12" oofing Covering: I MONIER ATLANTIS Type & Size Drip dge: 3X3 GALV METAL 26 GA Mean Roof Height: 10 NAILED @4110.C. Florida Building Code Edition 2004 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 M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (p� -45.1 x A .208 - 9.38 ) - M 6.01 = Mr, 3.37 NOA M, 40.4 (P -78.6 x A .208 = 16.34 ) - Mg 6.01 = M 10.33 NOA M 40.4 (p -116. x A .208 = 24.12 ) - Mg 6.01 = M 18.11 NOA M� 40.4 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below NOA M, M,. 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 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 F" values are greater than or equal to the F, values for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127' (P xI:_= _xw:= _)- W:_xCOS 0: =F NOA F (P xl:_= _xw:= _)- W:_xCos 0: =F NOA F (P xI:_= _xw:= _)- W:_xCos 0: =F NOA F Where to Obtain Information Description Symbol Where to find Design Pressure Pi 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 B 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 NOA w =width All calculations must be submitted to the Building Official at the time of permit application. M I A M 1•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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: Atlantis Shake & Slate 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 NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.12 o Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, 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 Product Applicant Dimensions Specifications Description Monier Lifetile 1 =16" TAS 112 Flat, interlocking, high pressure extruded Atlantis Shake and w =10" concrete shake and slate roof tile equipped Slate Tile 1 %a" thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994 (Adhesive Set). The Center for Applied 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7094 -8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover /Reroof) NOA No.: 07- 1023.12 ° Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 Test Agency Test Identifier Test Name/Reyort Date The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (I Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 {1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix lI PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 March 1999 520191 -1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations Moment of Gravity August 2007 Walker Engineering, Inc. Calculations 25 -7094 February 1996 Walker Engineering, Inc. Calculations 25 -7496 April 1996 Walker Engineering, Inc. Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineerins TAS -112 13343.1 June 2007 NOA No.: 07- 1023.12 ° Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (lbf) Length -I (ft) Width w (ft) Monier Lifetile Atlantis Shake & 8.5 1.33 0.833 Slate Tile Table 2: Aerodynamic Multipliers - ft Tile X (ft X (f e) Profile Batten Application Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile N/A 0.208 Table 3: Restoring Moments due to Gravity - M ft -lb Tile 2 ":12" 3 11 :12" 4 ":12" 5 ":12" 6 ":12" 7':12" or Profile g reater Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck Deck I Deck Atlantis N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 Shake & Slate Tile NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbo for Nail -0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nails 30.9 38.1 N/A Atlantis Shake & 1 -10d Smooth or Screw 7.3 9.8 NIA Slate Tile Shank Nail 2 -10d Smooth or Screw 14.0 18.8 N/A Shank Nails 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw 24.3 24.3 N/A Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 N/A Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 N/A Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 N/A Shank Nails Eave Cli � Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 1 See manufactures compo nent approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyf6am Product Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patt f Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Pol ProTm 1184 Pol ProTM' 40.4 3 Lar a paddy placement of 45 grams of Pol Pro'"". 4 Medium paddy placement of 24 grams of Pol ProTm. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 5 See speciffic mortar manufacturers Notice of Acceptance NOA No.: 07- 1023.12 a Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5 of 7 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice 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. NOA No.: 07- 1023.12 © Y Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 PRO ,E DRAWINGS �„ • •..1 7 17' WMERLoOK `•. x.•9.4`` . ;. ' :;. • �'`.�� "ti`s•. •' �. . •�•r DD � M Ta LWOC RLAY r S• l MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.12 a , Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 Xk0d .SAM" 1 11A ye 84 VO40#01t 10050 NE 2 nd Ave * Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305. 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 09/22/09 10050 NE 2 nd Ave Miami Shores, FI 33138 Re: Owner's Name: CRISTINA IMBURGIA Property Address: 500 NE 102 STREET Roofing Permit Number: Dear Building Official: I certify that I have i proved the roof to wall connections of the referenced property as required by the Manual of Hurricane itigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Flori a Building Commission by Rule 913-3.047 F.A.C. Signature Print Name N A License Number State of Florida County of Dade The undersigned, being the firs duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed efore me this day of 20 Notary Public, Sate f Florida at Large (SEAL) FINAL COMPLIANCE mwd SAM" f/aw 94 VCA40"OW 10050 NE 2 nd Ave Miami Shores, FI 33138 Phone 305. 795 -2204; Fax 305 - 756.8972 www.miamishoresvillage.com RE: Permit# DATE 09/22/2009 INSPECTION AFFIDAVIT I AGUSTIN EXPOSITO , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC1326046 On or about , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 500 NE 102 STREET (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual sed on 553.844 F.S) Sig re State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 22 day of SEPTEMBER, 2009 =_•' �* MYC0%jMISSION+DD Notary Public, Sate of Florida at Large: s:junea;2o1l Bonded I m Nct?N PUS 10 n ormters "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 with permit # and address # clearly shown marked on the deck for each inspection 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305. 795 -2204; Fax 305. 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 09/22/2009 10050 NE 2 Ave Miami Shores, FI 33138 Re : Owner's Name: CRISTINA IMBURGIA Property Address 500 NE 102 STR EET Roofing Permit Number: Dear Building Official: I CRISTINA IMBURGIA certify that I am not required to retrofit the roof to wall connections of my building because: IN The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or C wit he pr? i ions f 1994 dition of the South Florida Building Code (1994 SFBC) CRISTINA IMBURGIA Sig ature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 22 day of SEPTEMBER; 2009 a�4pY LiSSET PACH "C® 4 v COMMISS ON -i DD 638230 D Notary Public Sate of Florida at Large FxP�RES:June r � • ° °� BondedThruhldi @NPublicUndenvrRere *When the just valuation of the structure for purpose of ad 4eation is equal to or more`than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. h. t N V 7 "7 ami.sho'es VHFO�� 0VF D BY DATE DFPT FK-DG3 DFFT "l-)RJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS