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RF-12-2015Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180664 Permit Number: RF -10 -12 -2015 Scheduled Inspection Date: February 01, 2013 Inspector: Bruhn, Norman Owner: PROPHETE, RICARD Job Address: 190 NW 101 Street Miami Shores, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010230170 Phone: 786- 277 -9540 Building Department Comments REROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed 1a Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 2 of 8 O F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: R.,t � Job Address: . 0 . �°'r a r i Roofing Contractor: Ki.Viii i t & &e-- R.0 c Ft — Permit Number: _t-40' , 2-m t Type of Tile: MO h-t, t - s " F° A- s-1 Approximate Roof Height: 1 l feet Slope: 1 ' t2 Approximate Square Footage: tI 9-0t0 Type of Access to Roof: Ladder OtherRequired Testing Forcp: 35 lbs. Testing Equipment: F.G.E. 1 x Shimpo Instrument Date Installed: 12f (? ( . Date of Inspection: 1 j2 I ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 VA cj 21 ?A's" 41 rs- s4 61 81 2 ` i 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 f 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 ® 40 401 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: -S ft Area Units or ft2 No. of Tests Perimeter I t too ( IQ Field (, vo t Z,,, Corners I ( ft Hips & Ridges . 1 2' RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan V I State of Florida Lie # 63107 1' &'16 IA% LIC j `1. ea. u) lot S M S 13..l.J rd P 62 �- f V+1 1111111111111911110ffainamaisammateummenuanuaimaima .u* ssssssassasnianausa usaa ssaansaine sssssssssnssssssssas samananapasassa ia. 1111111111111111111111sinaminsiassimaimaiiiiinasisma ■ sssssssssssisssussssisssssasssssssisss isssssausa linuaianumai iiisaM:1#.11#i1i111 maseasaansamanammansanamaissuasameamasium sissssssssisisssissssinn umall1sisssslssi 1issss11ssAMTIlku #ikailEe ts1111 1 •1111 111 111111111111111111111WIlitirgitliffiltairiAVAIIIIIIMISIMINIME 1111111111111111111111111, %i* AillehillIBOVIIIIIRMOM-411111111141111111111111Millin simmanummasinswimunisausioressmaimaanuanana s111sissslI •$ *? n#m•1 *EVA1$IIIMMO#RIENIMIRI sssss�s0 11/ 14Mgi �>` A ! � � �f��1��111ssss111s111ss 111111111111111KMNIINVIVARlifiFfiliaigtnautaassionamimma Ssssis 0* satin " "ltata,,i �`' a namainimina a ansaammiimaisaMBINIMIShilitilftWW1111111111111111111111111111a anansionammusnmationamistatommanamansaasaaa Sssf11i11111 11 canisa mmusmis Wit:1111111111111111111111111111111110 ■sssmisasa# anaman iai" :di ill61I1 * * $ * * *RR$U# 11111111111111112111111111111MIUMPIRECJWIMMINSIMIRINEM imanammunummasamanausimurcaosimmummansimis sssisssissssis =ssissisissssisssissssRSiss ■ssaaaa'aaaaas...#isaaaa . aussa.a.R..aa.a 1111111111111111110111111r' -s'�' z,; me; -`. si;rrere #iia un#ii ■ sissamausissssassssis s Rssuussaaaaaaaasa sssissss ssiasssssisssssississsssssssss isrs' ssaSSas ss11aasiaaa *a # *saasassiasaaaI sssissaasss lsuisssissssssassssiusasiis' i sassasssssasissssss ssIsssaasassusissss1 ■ ssuisasa sssssiaNS lsassssssslesasssssss1. ssiss�:�sissisrssis`� ssssss� s�sssssss ss sissssSSS1■ s nissssaSS.issiissasssaisisi " 12fi lez NOM ' t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 YI Permit No. / - / / al; a0/5- d EC Ell E OCT 2 i Iz BU LD G PERMIT APPLICATION FBC 20 Permit Type: PLUMBING n OWNER: Name (Fee Simple Titleholder): RI �.4.rc� P opsh et Address: 1qo wi 1015-1- Master Permit No. Phone #: 305 3g-1 r q 1 b3 City: 1' 41 ho rem State: FL zip: .33 i3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 cj O Vi1/4/ 101St City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 'Ka�,w&\ €4< piao-f i T O Phone #: 305 � 5 / -019' Address: Pt o , Pox 531 051 pp� ��.r'1 City: M 1O ( State: 1 L Zip: X3133 Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: 06 Q 5 0000 ri Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ I d f!O 5quare/Linear Footage of Work: • `00 Type of Work: ❑Address ❑Alteration .p_Fy °New j' ®ktepair/ eplace ❑Demolition Description of Work: r tic"" °V4 �°�J r\ -1),'ek-- ;rc»f ..r Ic ,${'k I \ a, r eva S off) c:ohere+e_-Spoolash- -S roc&h ro c * . ‘/1i -exVL oior ` i !e- Go9de-nrod * ** :***** ** ** * ***** * ** * **** * ** * Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ( j Permit Fee $ /J _ y CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 50`i -RD 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 Owner or Agent Contractor The foregoing instrument was acknowledged before me this LL I The foregoing instrument was acknowledged before me this day of a.-1.:56v- , 20 I Z , by ig i yex (3 ?(-0,0 1,11-..c. , day of , 20 _, by who is personally known to me or who has produced r k-- who is personally known to me or who has produced 9C ✓cir; L .CcoN):. As identificat wo NOTARY PUBLIC:---- , , •orOPia% ROORIGO I PENA )TARY PUBLIC: ��" Notary Public - State of Florida r ' IPA My Comm. Expires Apr 24, 2015 °' Commission 8 EE 87255 S Sign: Prim' (T 6 rJ c� My Commission Expires: 0 9-I2 9 I �o Print: My Commission Expires: +s *************a *****+ x********* *+ x***** *+x ***+r*+x**** ******* six******+ x*+ x****** **** *****+ x+ x+ x **+xa:**+s*** *** ******* *** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: PNIczurrt Pro p heft Property Address: MO M(✓ 10 l St-- Roofing Permit Number: Dear Building Official: I I Prop kete certify that I am not required to retrofit the roof to wall connections of my building because: 'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Date: j O ia14 i Ps- tr Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this i 4 day of rC ‘)9c., Notary Public, Sate of Florida at Large -,$o`z��_ ,,,,�� RODRIGO I PENA tPpr auA( -4 E. ,1 Notary Public - State of Florida �,, I My Comm. Expires Apr 24, 201: Commission # EE 87255 • When the just valuation of the structure for purpose of ad valorem taxationgdal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I I11III 11111111111811111111 I8111111111111 IIll CFN 2012R0784781 OR 8k 28339 Ps 1565; t 1 R S ) RECORDED 11/01/2012 16:0 :5 :51 HARVEY RUV'INr CLERK. OF COURT MIAMI -CAGE COUNTYf FLORIDA LAST PAGE p D i L Space above reserved for use of recording office 1. Legal description of property and street/address: tqo 1V k/ 101 Jtree'l I4I&yHI Shore 6 PL 3313? 2. Description of improvement: WV-O 3. Owner(s) name andddress: Interest in property: U Whet- Name and address of fee simple titleholder 4. Contractor's name, address and phone number. 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(1)(a)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 S 713.13(1)(b), 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 s • WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CO IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE B FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENC OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • ber(s) or Own ' Authorized s _ cer/Director/Partner /Manager Prepared By Prepared By Print Name i r�c ' '> ) Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fq oing instruments acknowledged before me this 21 day of �J ea �' �° . 2_0 ' Z Ul Individually, or ❑ as for L3 Personally known, or 1'produced the following type of identificatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signatures of Owner(s) • Owner(s)'s A hed Officer /Director /Partner/Mana SPa' ^e`�„ o RODRIGO I PENA i • . Notary Public • State of Florida My Comm. Expires Apr 24, 2015 o?e Commission # EE 87255 u' By 129.01 -62 PAGES 9l10 By Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. HIGH - VELOCITY HURRICANE ZONES ECEOVED OCT 2 207 Section A (General Information) Master Permit No. Process No. WA/ Contractors Name A. � eK Roo4 Yl j lqo MA/ 101 -St ROOF CATEGORY yf ❑ Low Slope ❑ Mechanically Fastened Tile IJ Mortar1Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 f ROOF TYPE ❑ New Roof tJ Reroofing ❑ Recovering ❑ Repair ❑ Job Address ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 rloo Ill® 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. AN i t2GI JN (7 r ULES AND REGULATIONS 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. i Section D (Steep Sloped Roof System) Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: JIB &�Zro\r " ype Underlayment: Insulation: *30 F- -ej-}' Fire Barrier: Ridge Ventilation? IV]Ik Fastener Type & Spacing: I' 1��1 �-,� all d Adhesive Type: Mean Roof Height: I 0 2010 FLORIDA BUILDING CODE — RESIDENTIAL ype Cap Sheet: &spha -1+ - 1os j L e Roof Covering :1 Splh --5 Color - Type & Si Drip roar Hi le, 601(1Rh Dd dge: Roof System Manufacturer:orA,, Product Approval Number: 10 - D Il 01 401 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 39 I P2: b1 P3• 1 Od I l7 Maximum Design Pressure Product Approval Specific System: 3$ 9 9 Method of tile attachment p l -foam u. & Kesi tie, t}-- 1 bO Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: JIB &�Zro\r " ype Underlayment: Insulation: *30 F- -ej-}' Fire Barrier: Ridge Ventilation? IV]Ik Fastener Type & Spacing: I' 1��1 �-,� all d Adhesive Type: Mean Roof Height: I 0 2010 FLORIDA BUILDING CODE — RESIDENTIAL ype Cap Sheet: &spha -1+ - 1os j L e Roof Covering :1 Splh --5 Color - Type & Si Drip roar Hi le, 601(1Rh Dd dge: HIGH - VELOCITY HURRICANE ZONES 44.24 Florida Building Code Edition 2010 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 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" (Pt: 3 i I 0..a.33 = ch i l ) - M: 5;93 = Mrt S Product Approval Mr 3 gig xx..a33 . .5%2 b) _ = Mr Product Approval Mt 3Q, (P3 :100.1 x 0a3.9 = cs. $ 44- M. coq = Mr3 r Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height --Er Roof Slope ,i, 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 Fr. If the F' 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" (Pr :xl:= x w:= )- W:_x cos 0.•= Fr,: (P2 : x l: = x w: = ) -- W: _ x cos = Fa: .. . (P3 :xl : x w := ) -W: .x cos 0. = Fa: 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 J. Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions to length vi= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE - RESIDENTIAL MIAMN[aADE COUNTY bellvcrs3, r,vallexceEvely tiq SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 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) ar 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, he existing wood roof deck may have to be renailed in a• erdance 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). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i. . 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed fro °" 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 w ter 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 per- formance 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 fret' 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 th structural assembly (the building itself). The existing amount of attic ventilation should 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 ML/0/3 ‘11901AAJ 14AAAJ2e Date Contractor's Signature Property Address Permit Number 123_01 -154 1/07 MIAMhDAQl= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Spanish `S' Nuevo 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 revises NOA#09- 0331.10 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing High Profile Roofing Tiles Concrete 1. SCOPE This approves a system using Monier Lifetile Spanish `S' Nuevo Concrete Roof Tile, as manufactured by 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 Applicant Dimensions Monier Lifetile Spanish 'S' Tile Trim Pieces 1 =17" w = 9 -3/4" min. .63" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94-084 94-083 25- 7183 -4 Product Description High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck nail -on, mortar set or adhesive set applications. 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) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails 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) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 10-0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc.. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Calculations 3. LIMITATIONS Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 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 Restoring Moment Due to Gravity Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 Feb 2009 Dec. 1998 March 1999 Jan 2009 February 1996 April 1996 December 1996 March 1995 Jan 2009 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Nuevo 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 NOA No.: 10- 0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Spanish 'S' Nuevo Tile 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers - a, (ft_3) Tile A, (ft) X (ft3) Profile Batten Application Direct Deck Application Monier Lifetile Spanish 'S' Nuevo Tile 0.215 0.233 Table 3: Restoring Moments due to Gravity - Mcift-ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Spanish 'S' Nuevo Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 NOA No.: 10-0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 4 of 6 Moment - Mf (ft -Ibf) Table 4: Attachment Resistance Expressed as a For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Spanish 'S' Nuevo Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' I 33.1 I 48.1 I 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 10-0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Nuevo Tile Adhesive 29.3` 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Nuevo Tile Polyfoam PolyPronl 66.5' Polyfoam PolyProTM 38.x' 4 Large paddy placement of 63grams of PolyProm. 4 Medium paddy placement of 24grams of Poly Prom'. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set. Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Spanish 'S' Nuevo Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLWFETILLE LLC, SPANISH 'S' NUEVO TILE (LAKE WALES, 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. t AM}DAEE couwfY NOA No.: 10-0701.01 Expiration Date: 05 /20/14 Approval Date: 09 /29/10 Page 5 of 6 PROFILE DRAWINGS 17" 9 -3/4" MONIER LIFETILE SPANISH `S' NUEVO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10-0701.01 Expiration Date: 05/20/14 Approval Date: 09/29/10 Page 6 of 6 t1IAM1M DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Rov /pera 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144-1000 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 PERA - 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 ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive AH 160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3M' 2- Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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 3Mrm 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPacko) 30 & 100 N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 2- Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsift 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494 -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: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their file 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. MIAMI -DADE COUNTY APPROVED F'— /F' 2/ —w MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MT14 2- Component Foam Roof Tile Adhesive AH -160. 2. 3M1M 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 4 of 7 LABELING: All 3M111/ 2-Component Foam Roof Tile Adhesive AH-160 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMI DADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Sep 21 12 03:52p Paul Kawalek 195443598 78 p.4 * * * x x X x * x X X % X x X X X X X x MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 9/20/2012 1300/223/001TRAA 0016 -0001 Last Seq. #:0001 WI LBT #:00 312939 -2 Local Business Tax $75.D0 CK CHANGE $75.00 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 LOCAL BUSINESS TAX Local Business Tax#:00312939 -2 State /CC #:068S00007 Issued to: PAUL KAWALEK ROOFING CO Type of Business: SPECIALTY BUILDING CONTRACTOR THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector WIC** X x X x x X X X X X I C X S x MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference, Thank you and have a nice day. 9/20/2012 1300 /223 /001TRAA 0017 -0001 Last Seq. #:0001 WI LBT #:30 312939 -2 Local Business Tax $175.00 CK CHANGE $175.00 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 MUNICIPAL CONTRACTOR TAX Local Business Tax #:30312939 -2 State /CC #:O6BS00007 Issued to: PAUL KAWALEK ROOFING CO Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector = a = = a a a a Construction Trades qualifying Board CTQB BUSINESS CERTIFICATE OF COMPETENCY 06BS00007 PAUL KAWALEK ROOFING CO D.B.A.: Powl KAINALEK PAUL Is certified under the provisions of Chapter 10 of Miami -Dade County e') AOIBMe>I 13L8SS61717SSI