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RF-13-264Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 185569 Permit Number: RF -2 -13 -264 Scheduled Inspection Date: February 22, 2013 Inspector: Bruhn, Norman Owner: GATO TUERTO LLC, Job Address: 74 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060130750 Phone: 305/244 -7501 Building Department Comments TILE ROOF REPAIR 30 SQ FT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PasseVijj_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 21, 2013 For Inspections please call: (305)762 -4949 Page 8 of 10 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.VIC1 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. 111111111111111111111111111111111111111111111 CFN 2013R01-32906 OR Bk 28495 Ps 1179; (las) RECORDED 02/19/2013 13:1031 HARVEY RUVINp CLERK OF COURT MIAMI-DADE COUNTYp FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: X 74- 1-1.< - 4.1 -17 / 2. Description of improvement: IF-eV-0ot 101-) C 3. Owner(s) name and address: 11.).- Lt. OP Interest in property: S & t ";0 0 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: hia) 6412• ice:. )9 9L aal–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(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 Section 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 unie,ss 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. FLORIDA STATUTES, AND CAN RESULT IN Y. R PAYING TWICE FOR IMPROVEMEN S TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TH ' • aiTiBEFORE T FIRST INSPEC ON. IF YO 1 • 41 or: AIN FINANCING, CONSULT WITH YOUSIMIEFOFFFLORID*Itani '''1,4; 5 OR RECORDIN4Y0 :-• ,OTICE OF COMME CEMENT. I HEREBY CERTIFY that this . 11: *, : of the GING Signature(s) ii, ner(s) or Owner(s)' ho - • • • er/Director/Partner/Ma filed in this office Prepared By h....e._ -.....-■.....■Allike Prepared By Print Name IlleeirAMIAIIIIIIIIL P Title/Office Tirtiinet Name WITN cee STATE OF FLORIDA By COUNTY OF MIAMI-DADE The fore oing ey t a9Igawledged before me this I.. day of li004,10X :ff. \ I V • vidually, or U as for • -rsonally known, or Li produced the following type of identificatio : Signature of Notary Public: CL3 3131 Print Name: (SEAL) kxtNV) utl-aA) 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. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Mar 014 HOPE NAVARRO KHAN MY COMMISSION # OD 934958 EXPIRES October 21, 2013 i•tata nfies,som By By 123.01-52 PAGE 3 9/10 ACORDTM CERTIFICATE OF PRODUCER ADVANTAGE INSURANCE OF AMERICA 4520 NW 7th St Miami, FL 33126 305)649 -5566 INSURED ADVANCED CONSTRUCTION SERVICES GROUP, INC 5910 SW 93 PL MIAMI,FL 33173 DATE(MMlDO/YYYY) LIABILITY INSURANCE 2/12/2013. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 111I5 CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NA1C# INSURER A. ATLANTIC CASUALTY INSURANCE COMP INSURER B'. INSURER G: 1 INSURER 0 INSURER E. EFFECTIVE POLICY EXPIRATION OAT COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L, LTR !NERD 1 TYPE OF INSURANCE GENERAL LIABILITY ! X '. COMMERCIAL GENERAL LIABILITY I 1 CLAIMSMADE X ` OCCUR GEN'L AGGREGATE LIMIT APPLIES PER- PRO- POLICY ; LOC JECT i AUTOMOBILE LIABILITY I I ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS IHIRED AUTOS NON- OWNEDAUTOS GARAGE LIABILITY r ANY AUTO POLICY NUMBER POLICY DATE D I L174000308 102/10/13 LIMITS EACH OCCURRENCE DAMAGE 1 OREN1 ED PREMISES (Ea occurence) MED EXP (Any one person) $ 02/10/14 PERSONAL SAD rGENERAL AGGREGATE S PRODUCTS - COMP/OP AGG S $ 1,000,000 $ 100,000 5,000 vINJURY $ 1,000,000 2,000000 2,000,000 COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY -EA ACCIDENT 1 $ EA ACC S OTHER THAN AUTO ONLY AGG $ EXCESS /UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE AGGREGATE L WORKERS COMPENSATIONAND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER I5 IS S $ S WC STATU OTti- TORY LIMITS ER i E L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ 1 E L. DISEASE - POLICY LIMIT ' $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS REMODELING CONTRACTOR 97 %,ROOFING CONSISTING OF 5% COMMERCIAL,95% RESIDENTIAL CERTIFICATE HOLDER CITY OF MIAMI SPRINGS BUILDING DEPARTMENT 201 WESTWARD DRIVE MIAMI SPRINGS FL 33166 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) 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 BUILDING PERMIT APPLICATION Permit No. Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 14 l' 'T1 +) City: ry Miami Shores County: Miami Dade 60(.4571 Zip: Folio /Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: 1 1�, City: 11, AtAti ta12A:5-"c State: -V " Zip: Tenant /Lessee Name: Phone #: Email: '&7:0 Tu 2Tc �- Phone #: 30s-- 3 3 3 q7-- Le. ere CONTRACTOR: Company Name. 4046443e: Phone #. 1yr3 251 Zip: —6 3 Phone #: - --1 '9 Address: 4-2.77 Sci6 1,5- ,&der '.,l -re- L City: kit i IThekki State: Qu lifier Name: i2L11-114 State Certification or Registration #: 4f)6> t'Z 7 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect /Engineer: Phone #: Value of Work for this Permit: $ Square /Linear Footage of Wor Type of Work: El Addition ❑ Alteration ❑ New D it /Replace ❑Demolition Description of Work: ‘&11-46t..) C 4:5:45-11 61-`,C Aso—) 0 .41.-1-A, ' l i2-°t) OAP M.t I1'Ct—Y-g-- kg P�TO__ T ► t pa Perk- Color"tff ile: J T� t 4 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee ,$" Permit Fee $ ,%©D era CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training /Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ z() Bonding Company's Ndme (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 who e property i the job site •r t rst inspection whic notice, the ir.11ection will not be approv: chment. Also, a certified copy of the recorded notice of commencement must be posted at occurs seven (7) days after the building permit is issued. In the absence of such posted d and a reinspection fee will be charged. Signature Owner r Agent The foregoing i5,srtrumentwas ack o ledged b05 mef \" this ay of 0 \ >by • �►� ,�, rsonally know to me or who has produced identification and who did take an oath. who is Signature Contractor The foregoing instrument was acknowled d before me this 44 day of ` VP", 20 1"4V -d)44 who is personally known to me or who has produced V' as identification and who did take an oath. NOTAR Sign: `'( Print: NOTARY ARIANGEL GONZALEZ Not Public - State of Florida C . Exsires May 24, 2014 Sign: My Commission Expires :a APPROVED BY Print: � OPE NAVARRO KHAN gi' MY COMMISSION # DO 934958 '?a iti EXPIRES October 21, 2013 (407)3918-0153 FloridallotaryService.com kJ iJ Plans Examiner My Commission Expires: Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) T Miami Shores Viiiage 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 Date: 31- 10050 NE 2nd Ave Miami Shores, Fl 3313 �y , Re: Owner's Name: `, � Propert Address: —et >v Lc)1 1=1 '' L., Roofing Permit Number: Dear Building Official: -0;) 1 AtJ.DfLE5 poLL'7a- certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. d The building w. • _ ed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions ition of the South Flo ida Building Code (1994 SFBC) Signature State of Florida County of. -Dade GVV\1 The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this _, , day of It Vt, C,12) Print Name Notary Public, Sate of Florida at Large 19PE NAVARRO KHAN MMI8SION # DD 934958 ONRSS October 21.2013 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. P ,isad nn 5I2119nnq BC nor a 1994 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 20 High-Velocity Hurricane Zone Uniform Pam* Applicatio 1 Seclinn A (General information) 4F.)3-A9Dt Miami Shores Village APPROVED BY DATE ZONING DEPT 73LDG DEPT 12D n F01111. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND MINTY RULES AND REGULATIONS Master Permit No. 140. Contractor's Name 06AAISA)C;C-9 sus-Nt4L- . 646 AP Job Address -44 cqrA- 11L ons_s 0 Low Slope 0 Asphaltic Shingles 0 New Roof Low Siope of Area (SF) ROOF-CATEGOY o Mechanically Fastened Tile O Metal PaneUShingles 13 Prescriptive BUR-RAS 160 0 Reroofing pi! Pt ROOF TYPE 0 Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) t 30 -5 0 P-ntion B (Roof Plan Sketch AOPI : II Wargo all fels and sections, roof drains, scuppers, overflow scuppers and overflow drains. ,( S) Para . Include npons of sectione ld levels, clearly identify dimensions of elevated pressure zones and location of iNgl .r.- --4. 11111111111111111111111111111111111111MIMICAIME1111141111111 INIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIERIMMUIUINIUB W1111111111 1111,11111111111111111111111111111111manammons gibliMill 11111111111111111111111111111111111111111111111111111111E011111111111111 Ell 1111111111111111111111111111111111111111111111111111111••• • 1111111111111111111111111111LB111111111EIMMI11111111111111 NEE Imummirmlassur Z111111111111111111F41111111 MEM MEMEMPITIM ErEEM1111111111101111111111M1 1111111111111•111111111PUMUR 11111111111FM2111110111 REIM MIER 1111111111111M111111 U1111111111111111111111111111111111 KRIM IIIIIIIIIIIIIIIIIINIIIIIINIIIIIWIIIII Shiiiiiiiii III MINI •11111111111211111111111M1111E1111/ 1111111111111111 KA• own Ennormusirmommizira....-iimmant. 11111111111111111111111111MEMENNEMIS WENIIIIIIIIIIII 1111111111111111.1111111111111111M11111111111111111111111111111111111111 1111111111.11911M11111111111111111111111111111111111111111111 ••••• ., Mortar/Adhesive Set:Tile 0 Wood ShinglesfShakes epair 0 ▪ - Maintenance Total (SF) FLORIDA BUILDING CODE — BUILDING Section D (Steep Sloped Roof System) Roof System Manufacturer: Entegra Roof Tile Notice of Acceptance Number: 11- 0414.09 Minmum Design Wind Pressures, lfApplicable (From RAS 127 or Calculations): P1: 45.1 P2: 78.6 P3: 116.2 Maximum Design Pressure ;fir(ni the NOA Specific System): 40.4 Method of tile attachment: / 4e-es i'f - Steep Sloped Roof System Description, Deck Type: Roof Slope: 3Z .12 0od rt ype Underlayment: nsulation: Fire Barrier: Ridcte Ventilation? N/A 30 #ASTM D226 type II N/A N/A astener Type & Spacing: -1/4" r.s. nails @ 6 -10" o.c. dhesive Type: Mortar /adhesive set type ype Cap Sheet: 90# cold process oof Covering: Bermuda -Tit Type & Size Drip dge: 3X3 gauge 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 Mrwith the values from Mr. If the Mt 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" (pi: 45.1 x )i3O.205 as 9.24 ) — Mg 6.96 = mt2. NOA Mt31.3 (p2: 78.6 x x,0.205 = 16.1 ) — Mg: 6.96 = NOA 11� (P3: 116.2 x ), 0.205 =24.3 ) — Mg :6.96 = X17.3 NOA 1431.3 Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M� Mr Required Moment Resistance* y w 15' 20'' f � — Roaf Slope 36.5 IIIMMEIIIIIIIMIll �1■� ..0 37.4 11 'Ai, 30.1 ■�:�■� ilimi ■■ 28.0 �� ■■ i ■■■ IIIIIIIaa. ' .0 *i!ust be used in conjunction with a list of moment based tile systems endorsed by the P' ',ward County Board of Rules and Appeals. F a r Uplift based tile systems use Method 3. Compared the values for F' with the vaes for Fr. If the F values are greater than or equal to the Fr values, for each arra of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" � b x1: = x w:= ) —W: xcos8: = Fri: NOA F' (1 _ x 1: = x w: = ) — W: x cos 8: = Fry; NOA F' x w: - ) - W: x cos 8: = Fr3: NOA F' Where to Obtain Information ption Design Pressure Symbol Pl orP2orP3 Mean Roof Height Roof Slope Aerodynamac Multiplier ring Moment due to Gravity Aftachment Resistance Required Moment Resislance 11 9 Ms Mr Where to find RAS 127 Table 1 orbyan analysispreparodby PE based onASCB 7 Job Site Job Site NOA NOA NOA Calculated MM, mum Attachment Resistance Required Uplift Resistance P� F: Average Tile Weight Toe Dimensions w length - width NOA Calculated NOA NOA ions must be submitted to the Building Official ate time ofpermit aplication. SECTION R4402.13 HiGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contr ctor. The owner's initial in the designated space indicates that the item has been explained. 1. `T Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of pronsing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues ch as color or architectural appearance, that are not part of a zoning code, should be addressed as part of tlq agreement between the owner and the contractor. X 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renail d in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or wner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vi - from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the riginal roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflo scuppers (wall outlets) are not provided. it may be necessary to install overflow scuppers in ccordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the re assembly (the building itself). The existing amount of attic ventilation shall not be neficial to consider additional venting, can result in extending the service life of.the Revised on 7/9/2009 L Contractor Signature JAN -29 -2013 14:58 MIAM C O a BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD ANI) CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Estegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 P.001 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION NOS SW 26 Streot, Room 208 Miami. Florida 33175 -2474 T (786) 315 -2590 F (7136) 315-2599 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 I3NC - 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 net 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: Bermuda Concrete Flat 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 # 10-0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Datc 05(26/11 Page I of 6 JAN -29 -2013 14:59 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete P.002 L SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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 AgRjk ent Dimensions Entegra Flat Tile 1 =16" w = 10" Trim Pieces I = varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 E'viDENcE &mow TED Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Tent Specifications Test Idgatifier 7161 -03 Appendix III 94084 94 -060A 25- 7094 -2 TAS 112 TAS 112 Product Description Flat profile, interlocking, high pressure extruded concrete roof the equipped with two nail holes. For mechanical, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Na1ne/Report Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Oct 1994 PA102 (4" Headlap, Nails, Direct Deck, New Construction) NOA No. 11- 0414.09 Expiration Date: 06107/16 Approval Date: 05/26/11 Page 2 of 6 JAN -29 -2013 15:00 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Red land Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, 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 Engineers 25 -7094-8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 RI.894 R2.894 R3.894 395 - 40011 -1 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 P.003 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) 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) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 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 Restoring Moment, M2 Two Patty Adhesive Set System TAS 112 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06108 NOA No. 11- 0414.09 Expiration Date: 06/07/16 Approval Date: 06/11 Page 3 of 6 JAN -29 -2013 15:00 P.004 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain die 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 and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications, Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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 (lb() Length4 (ft) Width -w (ft) Entegra Flat Tile 9.7 1.33 .833 Table 3: Restoring Moments due to Gravity Table 2: Aerodynamic Multipliers - a. (f't) Tile ProM6e Tile 4 ":12" a, (ft) 6 ":12" a, (f ;I) Profile Battens Batten Application Direct Deck Application Entegra Flat Tile Battens 0.189 0.205 Table 3: Restoring Moments due to Gravity - Me (ft -ibf) Tile ProM6e 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Entegra Fiat Tile Battens Direct Deck Battens _ Direct Deck Battens 'Direct Deck Battens Direct Deck Battens` Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No. 11- 8414.99 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 4 of 6 JAN -29 -2013 15:01 P.005 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) . for Naii -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Entegra Flat Tge • 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 (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Rini Shank Nails' 50.3 65.5 1 48.3 I installation with a 4" tile headlap and fasteners are located a min. of 234" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile 11Ie Application Minimum Attachment Resistance Entegra f=iat Tile Adhesive 31.34 2 See manufactures component approval for installation requirements. 3 Fledbie Products Company Tils tond Average weight per patty 13.9 grams. Potyfoarn Product, inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile PolyProme 118.9" PotyPro Ill 40.4' 4 Large paddy placement of 45 grams of PolyProT". S Medium paddy placement of 24 grams of PolyProTM. NOA No. 114414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 JAN -29 -2013 15:01 P.006 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 1• 16' 10' 16' FIELD TILE END 01? THIS ACCEPTANCE NOA No. 11-0414.09 Expiration Date: 06/09/16 Approval Data: 05/26/11 Page6of6 TOTAL P.006