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RF-08-2055Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 08, 2009 Inspector: Rodriguez, Jorge Owner: AUVERT, DIANA Job Address: 1223 NE 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050250140 Phone: 305/244 -7501 Building Department Comments Wednesday, January 7, 2009 Page 1 of 1 Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 7, 2009 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 NOV nuM P. Permit Type (circle): Building Electrical Permit No. aster Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ,b//gAJ4 Ao y k r Phone # g?$(s • 34i /4,38 Owner's Address %3 iV E lea �aE €T CityM,A1.'(1 SilokCS State FL. Tenant/Lessee Name ---- -- Zip 331 3S' Phone # --- Job Address (where the work is being done) 1Z Z3 ti 102. —r City Miami Shores Vill. e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO t' Contractor's C o m p a n y Name Po V Po-lc-Ex) P m , di p N.1 Sex- e Q cj . Phone # Contractor's Address Sel I o el 3 P L, City y ;, State t . ' Qualifier Name d " 1�' ' � �v Phone # l'1 ( 3 - 21(- 0(. 3 Zip 33 i °13 State Certificate or Registration No. C.,(0, c- 0 r l Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ / 9', 4-0o. 00 Square / Linear Footage Of Work: 27 V 4 Type of Work: ['Addition ['Alteration ❑New Describe Work: lRepair/Replace ❑ Demolition 6 CAAA 111Z5�0� Submittal Fee $ ***** *** * * * * * * **** * ****** ter * ** *,r***** * *�FFee��s ***** t******** * * *** * * * * ** *** * ** * * * * * * * * * * **** w Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ DPBR $ Bond $ G % :F ' e Double Fee $ Structural Revie ?.:S 7C . Total Fee Now Due $ Zoning $ ea MIAMI SHORES VILLAGE See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all.work will be done.in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 9 day of P%b , 20 a` by who is personally known to me or who has produced 812,0 — if 3 — l ".. $ ?y -OM identification and who did take an oath. NOTARY 'r;�x„urt<'� _* m . -MY #DD529131 EXPIRES: M h 15, 2010 Sign: 'viii aqs,,, BandedThru (r.:r bileUndenwn'mrs Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of Pe , 20 by V ,g° who is personally known to me or who has produced as identification and who did take an oath. NO S. Prin My Commission Expires: t�tl%1�L R. SOUS ION #DD 529131 IRES: � . 5, 2010 M2Plans Examiner Engineer Zoning Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 January 6, 2009 Advanced Construction 645 West 65 Drive Hialeah, Florida 33112 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 1223 Northeast 102 Street Miami Shores, Florida Information provided by client: Permit Number: RF 11 -08 -2055 Date Completion: December 31, 2008 Roofing Contractor: Advanced Construction Project Number: 09 -0021 (Testing Laboratory Certificate #06- 0501.15) 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 proj ect was reported to be Flat Concrete 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. l on our test esults. we co is the test requirement ou` test report for'your review Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 roject Manager TILE UPLIFT TEST Residential Home 1223 Northeast 102 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 09 -0021— Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1223 Northeast 102 Street Miami Shores, Florida Project Number: 09 -0021 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 Re ileh Engineering Corporation -- Project Number - 09 -0021— Page 3 of 5 Test Number e Load (lb 24 35 25 35 26 35 27 3.5 28 35 29 35 30 35 31 35 33 33 3 5 36 37 3„ 39 4 !) 41 4 2 4 1. 45 [46 n 9 35 35 35 35 35 35 3) 3.5 35 35 3J 75 35 35 s ai Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reil fi Engineering Corporation -- Project Number - 09 -0021— Page 4 of 5 • 52 35 Pass 53 54 55 56 57 58 :,9 60 61 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 09 -0021— Page 5 of 5 60' 3 20 2 66 55 57 54 25 56 58 52 66 66 28 6 51 49 50 Z9 41 � e 48 46 10 45 24 44 II 25 12 27 69 61 41 60 59 11 19 18 42 16 15 40 q6 14 26 14 60' 09-0021 APPPDX, POOP t51- LOCATIONS ANI7 PIM�N510N5 NOTICE OF COMMENCEMENT A RECORDED COPY.MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOI h TAX FOLIO NO. I' ' 3�o5 4.)C 0J49 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 2OO8R.i a96s_O88 OR Bk 26666 Ps 2995i alas) RECORDED 11/26/2008 15 :57.20 HARVEY RUVIl4 CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE it I is "' ice" d EC622C 1. Legal description of property and street/address: PG '12 2 1 t 5'I r J 1223 s . '4"1t, r3k itft 2. Description of improvement: `r; ?J 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: v to N c.,v Cam, v s--t- RAJ s� to 13 P L . f'^^ F- - L 33 113 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: STATE OF FLORInRi =NW Amount of bond $ 6. Lender's name and address: HEREBY CERTIFY Milt Haas cr y/;1u! t!_d in "is ',Irk-. c';; F. DAuE `ln� -v of '•= `.Y;AD Cad £pp, xy :fy CEE1 1fi't � 7. Persons within the state of Florida designated by Owner d• n�� •u� y- . t provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: yry�� p1, 1 c:'�LLEl� �`e�U ➢ w e is d umerits itkybe..4004c1 as ®.G. • 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 and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ignature of Owner Print Owner's Name Poo L;4,04 Ao ,,A N o Sworn to and subscribed before me this Pf5 day of Notary Public Print Notary's N m My commission ex . __ Prepared by 4- .mar.' caej ,20 n Ad ress: A. Gon 4ez "to w 123.01 -52 PAGE 4 12/05 Prepared by and Return to: RICHARD A. GOLDEN ESQ. FRAMER 6 GOLDEN, >6.A. 1175 NE 125 STREET SUITE N. MIAMI FL 3316. RGPA FILE NO #113 -08R 111111 11111111111111111111111111111111111 1111 512' c , x,44.,- Y� Parcel ID Number: 11- 3205- 025 -0140 Warranty Deed This Indenture, Made this 1\ day of Robert B. Vickers, a married man of the County of Miami -Dade . state of Florida , grantor, and Diana Maria Auvert and Roberto Burguera, her husband whose address is: 1223 NE 102 Street, Miami Shores, FL 33138 of the County of Miami-Dade , State of Florida , grantees. Witnesseth that the GRANTOR, for and in consideration of the sum of . S TEN DOLLARS ($10) whereof is hereby acknowledged DOLLARS, and other good and valuable consideration to GRANTOR in band paid by GRANTEES, the receipt granted, bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Miami-Dade State of , Florida towl Lot 6, Block 186, BAY BREEZE SECTION, according to the plat thereof, as recorded in Plat Book 42, at Page 25, of the Public Records of Miami -Dade County, Florida. A /R /A 1223 N.E. 102 STREET, MIAMI SHORES, FL 33138 November CFN 200880939449 DRRECORDED 26656 11 Pss 3794 - 3795; /19/2008 12:46;10 2pas) DEED DOC TAX 2.280.00 il4IANIYDADEICOUNTY, FLORIDA RT , 2008 AD.. Between Subject to restrictions, reservations recorded in Plat Book 42, at Page 25, Miami -Dade County, Florida, and taxes The property herein conveyed DOES NOT property of the Grantor. The Grantor 101 STREET, MIAMI SHORES, FL 33138. and easements of record, as of the Public Records of for the year 2009. constitute the HOMESTEAD 's HOMESTEAD address is 1401 NE and the grantor does hereby" y warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. In Witness Whereot,the grant has hereunto set his hand and seal the day and year first above written. Signed, sealed and delivered in o presence: STATE OF Florida COUNTY OF Miami -Dade The foregoing instrument was acknowledged before me this Robert B. Vickers he is personally known to me or he has produced his Florida driver s license as identi NOTARY PDBLICSTATE OF FLORIDA Richard A. Golden Commission #DD674209 Pri Facpir m: JULY 01, 2011 Notary • lic My Commission Expires: Gemdcd at, 0 Display Sy,ay ba, 2008 (863)7634555 Farm FLWD$ K-2 Robert B. Vickers P.O. Address: 1401 NE 101 STREET, Miami Shores, FL 33138 (S) day of Nov emper , 2008 by 113 -08R kd BONDEDTHRn ATLANTIC aeNDIIrG CO., INC. Book26656/Page3794 CFN #20080939449 Page 1 of 2 • POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That DIANA AUVERT, has/have made, constituted and appointed, and by these presents do make, constitute(s) and appoint(s) DEANNA BELLOSO as her true and lawful attorney for her and in her name, place and stead for the specific purpose of representing her in the remodeling of the property legally described as: Lot 6, Block 186, of BAY BREEZE SECTION, according to the Plat thereof, as recorded in Plat Book 42, at Page 25, of the Public Records of Miami-Dade County, Florida. with specific authority to execute any and all documents, including but not limited to, contracts with contractors, building permits, utility services and any other documents which may need approval and signature. She is further empowered have any and all communications with the Miami Shores Village Hall on my behalf; giving and granting unto the said Attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes, as they might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that the said attorney or her substitute shall lawfully do or cause to be done by virtue hereof. DA'Z'ED, this (q day of /1/0V- , 2008. JZ:4f Witness/Print: % % "0J / Wiiness/Print: r DIANA STATE OF FLORIDA ) )SS: COUNTY OF MIAMI -DADE ) The foregoing instrument was acknowledged before me this / day of /'(/" , 2008, by MARIA AUVERT who (V) is personally known to me or ( ) who has produced ' as ide ifica * : n. Print Name: „— Notary Public, State of Florida My Commission Expires: Nom' ^" T. BENDS MY COMMISSION # DD 412645 EXPIRES: Aprn 6, 2002 '' j Eic tedliou Notary P Undanwiters I �If Olr O5!5 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form iJ A d# j 23 NE 102 ST MIA! SHORES Section A (General Information) Process No. CED CONSTRUCTION SERVICES GROUP ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PanevShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ New Roof o Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) AP 2744 2744 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. 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HHI. IuI► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1III 11111111/ ■■■■■■■■■■■■ OM MI 1■ C_ ir■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■\■■■■■■■■■■ ■1I..... ■ ■■ �I. I IIIIIIUIIIIIIiihi IIIIIIIIIIIIIIIIIIIIIiII IIIIIIIIIIIIIII IIIIIIIIIIIIILI�.��I I ■■■■■■■■■■■■■■■ i�... nP■ r■■■■■ L�. ii■■■■■i iElm ENN' i■■. i. .....r�..._m___..r■ ■■G■■■■■■■■■ Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EAGLE ROOFING PRODUCTS Notice of Acceptance Number: 06- 0526.10 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxi : 45.2 Pmt: 95.4 Pmax3: 95.4 Maximum Design Pressure (From the NOA Specific System): 40.4 Method of Tile Attachment: POLYFOAM MEDIUM PADDY Roof Slope: 3 :12 eck Type: Sloped System Description 5/8" PLYWOOD Type Underlayment: nsulation: 30# ASTM D226 TYPE II N/A Fire Barrier: N/A Fastener Type & Spacing: Ridge Ventilation? N/A dhesive Type: 11 -1/4" RS NAILS @6- 12 "O.C. IPOLYFOAM Type Cap Sheet: 90# HOT MOP oofing Covering: Type & Size Drip dge: BEL AIR Mean Roof Height: 10 3X3 GALVANIZED 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 Mr with the values from Mr If the Mf values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (p1: 45.2 x, 0.278 = 12.56 ) _ Mg: 7.71 = Mr, 4.85 NOA Mr 40.4 (p2; 95.4 x ), 0.278 = 26.52 ) - Mg: 7.71 = M2 18.81 NOA Mr 40.4 (p3: 95.4 x A 0.278 = 26.52 ) - Mg; 7.72 = M2 18.81 NOA Mr 40.4 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed 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 F1 values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P,:_ xI: )- W:_xcos 0: =Frf: NOA Fl _= _xw:= (P2:_ xl: =_xw:= W:_xcos 0: =Fr2: NOA F1 _ _)- (P3:_ xl:_= _xw:= W:_xcos 0: =Fr3: NOA F1 _)- 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 .i NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance M, NOA Required Moment Resistance Mr Calculated • Minimum Attachment Resistance F1 NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Budding Official at the time of permit application. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCr CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NO.\ 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 deterrr fined 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. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LAI3E 1,I NG: 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 ", »nless 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 he available for inspection at the job site at the. request of the I3uildine Official. This NOA consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does nurexceed 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 Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces Test Dimensions Specifications L= 17" W =12%" Thickness ='h" L = 17" W= 12%" Thickness ='/z" L= 17" W = 12' /4" Thickness = W =121/" Thickness = %" L= 17" W= 12'/" Thickness = Y" I= varies w = varies varying thickness TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product Description Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive . set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 2 of 9 2.1 SUBMITTED EVIDENCE: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redlaa Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. l'he Center for Applied Engineeri ng, 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. Cc1wex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier ERPF - 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix 111 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 75-7214-(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 3 of 9 3. LIMJTATIONS 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 underlayments 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 undcrlayment material manufacturers puUfished literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with r oofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) fnr Naii-fln Cvcfomc Tile Profile Table 3: Restoring Moments due to Gravity - Ma (ft-ibf) Tile 3 " :12" 4 " :12" 5 ":12" 6 ":12" Greater than _ _Profle 17.2 1 -10d Smooth or Screw Shank Nail 7.3 7 " :12" Bel Air, Bel Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Air Double 2 #8 Screw Deck 51.7 Deck 24.4 Deck 24.3 Deck Deck Eagle, Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 31.9 32.2 _ 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 3" tile headlap and fasterners are located a min. of 2 %z" from head of tile. Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) fnr Naii-fln Cvcfomc Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagl , Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat File 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 -1Od Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 _ 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 3" tile headlap and fasterners are located a min. of 2 %z" from head of tile. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 5 of 9 i dUle 3; Hnacnment Kesistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Bel Tile Application Minimum Attachment Resistance Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 31.33 _2 __See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. _ -_ Pol oam Product, Inc. Average weight •er •a 8 'rams. Table 5A: Attachment —for Single Resistance Patty--Adhesive-Set- Expressed as a Moment Systems - - Tile Application - Mf (ft-Ibf) Minimum Attachment Resistance Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 118.94 PolyProTM 40.4b 4 Lars() 'add •Iacementof45. rams ofPol ProTm. 5 Medium paddy placement of 24 grams of PolyPro TM. Table 5B: Attachment Resistance for Mortar or Adhesive Expressed as a Moment Set Systems Tile Application - Mf (ft-Ibf) Attachment Resistance Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Setb 43.9 6 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAGLE® ,' FLORIDA AIR, 13EL AIR DOUIiLF.EAGLE PONDEROSA, GOLDEN;EAGLI<:, l'ONDEROSA DOUBLE, , EAGLE CONCRETE ROOF TILE LAI3EL, SUMTERViLLF, PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 6 of 9 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. PROFILE DRAWINGS BEL Am NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 7 of 9 BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 06-0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 9 of 9 HUD -1 A.. Settlement Statement U.S. Department of Housing and Urban Development OMB No. 2502 -0265 B: Type of Loan Q 1. FHA 0 2. FmHA • 3. Conv. Unins. Q 4. V.A. 0 5. Conv. Ins. 6. File Number AUVERT - MACARENO ID: 7. Loan Number 8. Mortg. ins. Case Num. C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked °(p.o.c.)° were paid outside the dosing; they are shown here for informational purposes and are not included in the totals. D. NAME OF BORROWER: Address of Borrower. E. NAME OF SELLER: Address of Seller. F. NAME OF LENDER: Address of Lender. G. PROPERTY LOCATION: H. SETTLEMENT AGENT: Place of Settlement: I. SETTLEMENT DATE: DIANA MARIA AUVERT and ROBERTO BURGUERA, her husband 1223 NE 102nd Street, Miami Shores, Florida 33138 ROBERT B. VICKERS 1401 NE 101st Street, Miami, Florida 33138 MERCANTIL COMMERCEBANK, N.A. 220 Alhambra Circle, 2nd Floor, Coral Gables, Florida 33134 1223 NE 102nd Street, Miami Shores, Florida 33138 Ana Marta Angulo 5975 Sunset Drive, Suite 503, South Miami, Florida 33143 11/14/08 DISBURSEMENT DATE: 11/14/08 TIN: TIN: 59-2387815 Phone: 1 T. dOOe:Gi s3arri. ,.. Y::. .m • ' '40p .ti.., ,u ialiab` i a 3 e v 380,000.00 101. Contract sales price 380,000.00 401. Contract sales price 102. Personal property 402. Personal property 103. Settlement charges to borrower (Une 1400) 13,779.96 403. 104. 404. 105. 405. =,'Ad B$t ifetris; ::1r • 1; " 1l8f s'. a%1 a <'• 106. City/town taxes ,.> Ad , c ree•. • 47 r- tfb ft1,-- fTi Ohs Zi< 406. City/town taxes 107. County taxes from 11/14/08 to 12/31/08 1,306.95 407. County taxes from 11/14/08 to 12/31/08 1,306.95 108. Assessments 408. Assessments 109. 409. 110. Waste L oeII 11/14/08 to 12/31/08 24.61 410. Waste from 11/14/08 to 12/31/08 24.61 111. 411. 112. 412. 120. Gross amount due from borrower. 395,111.52 420. Gross amount due to seller. 381,331.58 :"200 AirioiTiits old'`di #Tdfi`airaftti6W5VVia r' ,..:WriTin r. '100 rREdi`idtloir ili"ti`rui'IntdiattdVell frC n '=Vil,- r. t 201. Deposit or earnest money 38,000.00 501. Excess deposit (see Instructions) 202. Principal amount of new loan(s) 266,000.00 502. Settlement charges to seller (line 1400) 40,950.87 203. Existing loan(s) taken subject to 503. Existing loan(s) taken subject to 204. Principal amount of second mortgage 504. Payoff: Washington Mutual 320,137.78 205. 505. Payoff: Washington Mutual 3,000.00 206. 506. Deposits held by seller 207. Principal amt of mortgage held by seller 507. Principal amt of mortgage held by seller 208. 508. Overage due to WAMU 17,242.91 209. 509. X1" ushn�ilb#a -am °li::'air - e .sA• .? . v ^" 210. City/town taxes 510. City/town taxes 211. County taxes 511. County taxes 212. Assessments 512. Assessments 213. 513. 214. 514. 215. 515. 216. 516. 217. 517. 218. 518. 219. 519. 220. Total paid by/for borrower. 304,000.00 520. Total reductions in amount due seller. 381,331.56 X50: +'esa:;f! ' 4ma'1 Mk, 395,111.52 4 e : eie •i :I$ -i:eGi ,dr 301. Gross amount due from borrower (line 120) 601. Gross amount due to seller (One 420) 381,331.56 302. Less amount paid by/for the borrower (line 220) (304,000.00) 602. Less total reductions in amount due seller (line 520) (381,331.56) 91,111.52 0.00 303. Cash ( 0 From • To ) Borrower. 603. Cash ( • To • From ) Seiler: Substitute Form 1099 Seller Statement The information contained In blocks E, G, H, and I and on tine 401 Is important tax information and is being furnished to the IRS. If you are required to file a return, a negligence penalty or other sanction will be imposed on you ff this item Is required to be reported and the IRS determines that it has not been reported. Seller Instructions: If this real estate was your principal residence, foe Form 2119, Sale or Exchange of Prindpat Residence, for any gain, with your tax return; for other transactions, complete the applicable parts of Form 4797, Form 6262 and/or Schedule D (Form 1040). DoubieTime® HUD -1 U.S. Department of Housing and Urban Development Page 2 t Sek1ehie) Gil ii -n ''' _ 1•.- Paid from Borrower's Funds at Settlement Paid from Seller's Funds at Settlement 700. Total Sales/Brokers Corn. based on price $380,000.00 @ 5.0000 % = 19,000.00 701. 9,500.00 2.5000 % to KELLER WILLIAMS EAGLE REAL ESTATE 702. 9,500.00 2.5000 % to DUFFY REALTY 703. Commission paid at settlement ($19,000.00 less deposit held $9,500.00 = $9,500.00) 19,000.00 704. to �xi�c :o0 .t- �:.x,. .i, wa n WWF � ;i3a :e.x : ,Yam %tr 4... -,V .'kb � - is .s r 801. Loan origination fee % to MERCANTIL COMMERCEBANK NA "C. 2,660.00 P 802. Loan discount % to 803. Appraisal fee to CERTIFIED APPRAISAL OF SOUTH FLORIDA 300.00 804. Tax Service Fee to LAND AMERICA 65.00 805. Flood Cert Fee to CBCinnovis 18.00 806. Processing Fee to MERCANTIL COMMERCEBANK NA 300.00 807. Sec. Instrument Prep Fee to MERCANTIL COMMERCEBANK, NA 200.00 808. Attorneys Fees to DE OLIVEIRA & ASSOCIATES, PA 350.00 809. Courier Fees to DIRECT COURIER 50.00 810. to 811. to r iCir -S' >e i)7 b i aft , :. + ;7 r .: =y ss 1.. F t.> li "04 __ 901. Interest from 11/14/08 to 12/01/08 @50.1027 /day 851.75 902. Mortgage insurance premium for months to 903. Hazard insurance premium for years to CITIZENS 5538.00 904. Flood insurance premium for years to 905. years to 1001. Hazard insurance 3 months @ $461.50 per month 1,384.50 1002. Mortgage insurance months @ per month 1003. City property taxes months @ per month 1004. County property taxes 3 months @ $831.07 per month 2,493.21 1005. Annual assessments months @ per month 1006. Flood insurance months @ per month 1007. months @ per month 1008. months @ per month 1009. Aggregate accounting adjustment 1 OOMfg hose§ - ., . ;:. a a A.,..: -; o'' ; . ,a € Ham ;; 1101. Settlement or closing fee to 1102. Abstractor title search to ATIF /A.Angulo 125.00 225.00 1103. Title examination to 1104. Title insurance binder to Ana Maria Angulo 295.00 1105. Document preparation to 1106. Attorneys Fees to RICHARD A. GOLDEN, ESQUIRE 2,500.00 1107. Attorneys Fees to Ana Marta Angulo 500.00 (includes above item numbers: ) sA 1108. Title Insurance to Attorneys' Title Insurance Fund, Inc. 2,000.00 (includes above item numbers: ) 1109. Lender's coverage (Premium): $266,000.00 ($25.00) 1110. Owner's coverage (Premium): $380,000.00 ($1,975.00) 1111. Endorse: 6-25;8.1-25;F9-200.00 250.00 1112. Recertification of Title to Ana Maria Angulo 225.00 1113. to 416 . ,*Ti .a = a n S 1201. Recording fees Deed $18.50 Mortgage(s) $231.00 Releases 249.50 1202. City/county tax/stamps Deed Mortgage(s) $532.00 532.00 1203. Statetaxlstamps Deed $2,280.00 Mortgage(s) $931.00 931.00 2,280.00 1204. to 1205. to ''''J 94 gfiE, .i °± x,. T""- k. .' "' ;;ys ti "' 1301. Survey to MOJARENA & ASSOCIATES, INC. f. 's Sc: ':b,,:. 400.00 1302. • to 1303. Lien Searches to ABRAMOW ITZ TAX & LIEN SERVICE, INC. 149.00 1304. to 1305. Courier Fees to Ana Maria Angulo 100.00 1308. 2008 real property taxes (Nov. And) to Dade County Tax Collector 9,965.47 1307. Amts. due Waste to VILLAGE OF MIAMI SHORES 206.40 1308. to 1309. Additional expenses (See Attached Addendum) 6,625.00 ( Enter on lines 103, Section J and 502 Section K) 13,779.96 40,950.87 DoubleTimee HUD -1 SETTLEMENT STATEMENT ADDENDUM FILE NUMBER: AUVERT - MACARENO NAME OF BORROWER: DIANA MARIA AUVERT and ROBERTO BURGUERA, her husband Address of Borrower. 1223 NE 102nd Street, Miami Shores, Florida 33138 NAME OF SELLER: ROBERT B. VICKERS Address of Seller. 1401 NE 101st Street, Miami, Florida 33138 NAME OF LENDER: MERCANTIL COMMERCEBANK, N.A. Address of Lender. 220 Alhambra Circle, 2nd Floor, Coral Gables, Florida 33134 PROPERTY LOCATION: 1223 NE 102nd Street, Miami Shores, Florida 33138 SETTLEMENT AGENT: Ana Maria Angulo Place of Settlement: 5975 Sunset Drive, Suite 503, South Miami, Florida 33143 SETTLEMENT DATE: 11/14/08 DISBURSEMENT DATE: 11/14/08 Itemization of Additional HUD Line Items Description a ee Borrower POC Seller POC Borrower Seller Short Sale Processing Fee KRAMER & GOLDEN, PA. 6500.00 Couriers KRAMER & GOLDEN, P.A. 125.00 Total HUD Line 1309 Expense: 0.00 0.00 0.00 6,625.00 This addendum is attached to a HUD -1 Settlement Statement executed by the aforementioned parties and Is attached to said HUD Statement for the purpose of itemizing expenses reflected on line 1309 of page 2 thereof. Blower's Initial(s): Seller's Intttal(s): DoubleTime® r HUD -1 SETTLEMENT STATEMENT ADDENDUM File Number: AUVERT - MACARENO I have carefully reviewed the HUD -1 Settlement Statement and to the best of my knowledge and belief, it is a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction. I further certi that 1 hav1 ceived . copy of the HUD -1 Settlement Statement. Borrower(s) ROBERT B. CKERS �n -Settlement Agent The HUD- eme to em 'nt which I have prepared is a true and accurate account of this transaction. I have cause or a the funds to be disbursed in accordance with this statement. Seller(s) BY: will Maria Angu i Date: /q/0 f WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010. DoubleTime® 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 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. A1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. S17 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Ys 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 43 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in exten • _:.: + - —aE,: ce life of the roof. wner's /Agent's Signature 1223 , E l02 M. S1104-5, Property Address Y til0y/08 Date Permit Number on : - c or's Signature