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RF-10-570 f ff :fr�j * s °R a Miami Shores Village r 7 z• 10050 N.E. 2nd Avenue rrxift Type; i� I t OlaS s flan its t � Miami Shores, FL 33138 -0000 e Phone: (305)795 -2204 oai Expiration 10/05/ Project Address Parcel Number Applicant 10125 2 Avenue 1132060480020 E Miami Shores, FL 33138 -2349 Block: Lot: EUNICE DAVIS Owner Information Address Phone Cell EUNICE DAVIS 10125 2 Avenue MIAMI FL 33138 -2349 Contractor(s) Phone Cell Phone �- -� EARL W JOHNSTON ROOFING, INC. 954 - 989 -7794 (954)989 -5666 Valuation: $ 2 6,410.00 Total Scl Feet: 4300 Type of Work: Re Roof Available Inspections: Additional Info: ROOFING Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice # RF -4 -10 -37499 Education Surcharge $5.40 04/05/2010 Check #: 10084 $ 50.00 $ 352.20 Permit Fee - New Roof $350.00 Scanning Fee $9 04/12/2010 Check #: 10093 $ 352.20 $ 0.00 Technology Fee $21.60 Total: $402,20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 12, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 12, 2010 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 139734 Permit Number: RF -4 -10 -570 Scheduled Inspection Date: May 20, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: DAVIS, EUNICE Work Classification: Tile Job Address: 10125 NE 2 Avenue Miami Shores, FL 33138 -2349 Phone Number Parcel Number 113206048002 Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Phone: 954 - 989 -7794 Building Department Comments Inspector Comments Passe ' 7 N C Failed Correction Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 19, 2010 For Inspections please call: (305)762 -4949 Page 10 of 23 4 o 10050 NE 2nd Ave rt, lt4 ` Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756.8972 www.miamishoresvillage.com RE: Permit # Imo► — 4 – 10 6 1 0 DATE: o INSPECTION AFFIDAVIT l �� I��. �"1't�i'tiJ licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 11 f On or about �� 1 did personally inspect the r of deck nail' and /or (Date & time) Q ' 7 '" — secondary water barrier work at c) I NIF, e (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual Based on 553.844 F.S) k ' litlt�'4 Signature State of Florida County of Dade: The undersigned, being the.first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of \ P RY P OMEGA. ROMEO * MY COMMISSION # DD 788767 W� EXPIRES: June 22, 2012 ` OF F � Notary Public, Sate of Florida at Large Bonded Thru Budget Notary Serftes *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection AC132 Engineering Inc. 5/15/2010 Testing & Engineering Services Tel: 954.245.8976; Fax: 954.301.7776 Roof Tile Uplift Test Report P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Village of Miami Shores Building Department 10050 NE 2 nd Avenue, Miami Shores, FL 33138 Test Date: 5/15/2010 Permit #: RF -4 -10 -570 Davis Residence Property Address: 10125 NE 2 " Avenue, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3:12 Entegra Tile 43.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro AH 160 Field Instrument: IMADA Force Gauge 0 -10 Serial number: 243454 Client: Earl W Johnson Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 20.00 sq 20 As per FBC 2007 Passed Field Area: 23.00 sq 23 As per FBC 2007 Passed No. of Corner: 8 8 As per FBC 2007 Passed Ridge Areas: 214 pcs 19 As per FBC 2007 Passed Important: These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, t ' r ort represents the TAS 106 results at the time of the test. Please see at *Roof Sketch for this project. f Cordially,. ACB2 Eng' eering Inc. (NOA 09- 1005.01) Antonio Acevedo, PE Fla. Reg. No: 36466 i � � � _� � - - -j �� �- � �a � `�, � s 0 i � - �— � } j � � � 1 � �� i �— � �„�. - � � � , �— I \ � `� i f f �- � �— ! �'—/ i. b... �� � �— �- �— � � \! �� Miami Shores Village l�: =' ' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit NJ f— I ' Gn - 0 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleh t1t71 Phone # 1301 , � _ _ /� Owner's �ddress Ci %_5 4n I�f �.1! ry /` J /�G n'1 / } S State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) I Z NC 2— KF City Miami Shores Village Coun Miami -Dade Zip 1�.3 FOLIO / PARCEL # (° �Q ' b q& r C) t� 2C Is Building Historically Designated YES NO Contractor's Company Name 1, (p3, ;U r +WSX Phone # Contractor's Address L, - City H1A J WO00 State Zip 7 Jj Qualifier Name G__ft� W. 30 � )N.S.TD Ili Phone # q�;W q99 -7 7q V State Certificate or Registration No. CC C, 0 6 - 710 - 73 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # m `r� Value of Work For this Permit Square /Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration [ [3' ❑ Demolition Describe Work: ke &6d-` S iLiJO L l" F�a nn Submittal Fee $. V,,,� Permit Fee $ CCF $ ! oGO CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Q Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ oc� V See Reverse side —� f 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. 4p PA A A X� Signature` � � Signature Lt 3 O n 9 wner or Agent Contractor The foregoing i was acknowledged before me this The foregoing instrument was s acknowledged before me thi day of _1 11 201 by s, -l/CIS day of , 201 , y, by (�l�t 11' Ili' who is personally known to me or who has produced who is personally known to me or who has produced t av v As identification and who did take an oath. as identification A04 did tak*G, Rifp * * NOTARY PUBLIC: of " "" ''`'< MEG A. ROME® NOTARY PUBLIC: 1 EXPIRES: June 22, 2012 ; MY COMMISSION # DD 78876 *� �* MY COMMISSION # DO 786767 "'e FL o�` Bonded Thor Budget Notary saft v EXPIRES: June tar Ser*es � +r of Bontletl Thru Budget Notary Services Sign: PA ,n Si Print: M Y 1 Print: My Commissioupires:6 I n j P, My Commission ires: APPLICATION APPROVED BY: /�d Plans Examiner Engineer Zoning (Revised 02/08/06) 1111111111111111 1111111111111111111111111111111 NOTICE OF COMMENCEMENT C U - ,>011 X226441 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 2 Ps 351 2; (fps ) RECORDED 04/06 /2010 10 :58 :16 - ��� "b ��� MI R�l�'%C CLERK . OI C OURT PERMIT NO. TAX FOLIO NO. DA `� ��� :'i?'�11I- C��1OE t�O131'!T`t`r FLORI LAST I STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be mad" � � property, and in accordance with Chapter 713, Florida Statutes, the follovAH# , rwof is provided in this Notice of Commencement. ttu! AD 20 Wi7 ,' °: fXi pf i t oad CW4 e rqseeVed for use of recording office 1. Legal description of property and street/address: _ 6 Y S ' ' F313 i�- Vd b l 2 I _ 2. Description of improvement: e, C od'f 3. Owner(s) name and address: ue`L1C.e_ o� . l tai d l07 /(f , idmi 0> Interest in property: FEE SIMPLE Name and address of fee simple titleholder: 4. Contractor's name address and phone number: EARL W. JOHNS ON OFING, INC. 5721 DEWEY STREET, HOLLYWOOD, FLORIDA 33D23 954- 989 -7794 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 unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT- Signature(s) pf Owner(s) w r(s)' Authorized Officer /Director /Partner /Manager ` By Print Name X /1rGc_ r / Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this day of AWL By -EKndlvldually, or ❑ as for ` ❑ Personally known, or ❑ produced the following type of identificati n: Signature of Notary Public. Print Name: _ (SEAL) ° SPRY P��h MEGA ROMEO VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES * MY COMMISSION #DD788767 Under penalties of perjury, I declare that I have read, the foregoing and e EXPIRES: JunO 22,2012 that the facts stated in it are true, to the best of my knowledge and belief. Bonded Thru Budget Notary Se*es . Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By By i Y 7 ZW /M } ' £fit K% " SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR RMF NMO _ __ __ CONSIDERATIONS =r 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with i 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. I. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity H Zone are for the u P ( 9 y urncane p of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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. ____&L_4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof i ng 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 a budding may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. ' distress and may require the review of a professional structural irte per` be �tndreation of structural expectancy and ' i `f� ay shorten the life Pe cy performance of the new roofing system. Pond ; itiQ,ts " not be evident until the original roofing system is removed. Ponding conditions should be _.�_)6. Overflow scuppers (wall outlets): It is f `' r uired th that the roof is not overloaded from a build up of water. Perimeter/edge walls or if overflow scuppers (wall outlets) are not ay block this discharge provided. It may r a to i all overflow scuppers in accordance with the Florida Building Code, Plumbing. j _..., L7. Ventilation: Most roof structures should have some ability to vent na tural interior of the structural assembly (the building itself). The existing amount of attic vent 1 tion shall not reduced. It may be beneficial to consider additional venting which can result in extending the service life of JOwn f y , s/Agent s Signature Date : 4�-_gntracto s ignature 1 .. .,. .. ..., Property Address , ,,, 0 0 , Process Number , , .. .. . %/o ... ,,.. , Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1 1,2,4,5,6,7 oncret or CI y �Ile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings . .. ... . . . . . .. . ........ 3. Design Calculatiags gRtgr?16,•or If Applicable, RAS 127 or RAS 128 s ••• •• •• 4. Other Component Notice of Acceptances 5. Municipal Per I A li S ••• 6. Owners Notificb4od f r Rjq* ih CcChliderations (Re-Roofing Onl 7. Any Required Roof Testin /Calculation Documentation see a f . ..... . ... . ...... . .... Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer. 6 Notice of Acceptance Number: V�o✓ {� Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: F '4 a P 2: ? P 3: j_'j Z.au Maximum Design Wind Pressures, (From the PCA Specific system t Sloped System Description Deck Type: Alternate Deck Type: 11 ^g Underiayment type: 7 ' Insulation /Fire Barrier Board: i tq j Optional Nailable Substrate:��� (n a Fasteners: Cap Sheet Type /A dh sive Type: Roof Covering: Roof Slope: "112^ Roof Covering Attachment Method: 1 �� Roof Mean Height: �G W-1 €: Ridge Ventilation: 3 face 26 d Drip Edge Size & Gauge g Method of Tile Attachment Drip Edge Material Type: GalviniZeCi Metdi Alternate Tile ttachment Me�: Drip Edge Fastener Type: Clip Spacing for Metal Roof Panels • • • �: : : • • : : • n " • • • •, : : : •: •. Hook Strip /Cleat ga. or weight Field: (1 t Perimeters. I� C orners: Perimeter Width: • 0:0 • • . • • • • • • • ••• • • . 96* • . . . ... . . . .. .. . . . .. .. Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: x ` - Mg: �P l L l` Mr1 NOA Mf:? (� P2: x t , -Mg: [y�9 "1 =Mr1 G27(� =NOA Mf (� w P 3• �C �, x A �� 1 Mg: = Mr1: ' NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: F NOA Mf Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' in Feet Roof Slope ? ? ? ? ? 2:12 34.4 36.5 38.2 39,7 42.2 312 32.2 34.4 36.0 37.4 39.8 412 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 *This Table must be used ir►'sonjwnLtinrtv4iitlia list of moment based tile systems endorsed bytfie Broward courky:Beerd of Rules and Appeals. . • Page*5 . . . . . . ... . . .. . . ......... . . . . . . . . . . . .. .. . . . .. .. MIAMFDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com Entegra Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 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. DESCRIPTION: Estate "S" 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 # 01- 0703.04 anrjconsist$ o ;,ggs 1 tpr&J 7. The submitted documentation was reviewed:b; A:e2 Tgira: .. ... .. . . . . . . . . . . . . . . . .. . . .. ..... NOA No. 06- 0310.05 "' ' ' ' Expiration Date: 08/23/11 Approval Date: 07 /27/06 ... . . , . Page 1 of 7 . .. .. 00 . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, 2004 Edition 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 Test Product Applicant Dimensions Specifications Description Entegra Estate `S' I = 16 -1/2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w = 13" roof file equipped with two nail hole and min. 1/2" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 Components or products manufactured by otbers Test Product Product Dimensions _Specifications Description Manufacturer Rainproof II 30" x 75' roll TAS 104 Single ply, nail -on Protect-0-Wrap, 36" x 75' roll underlayment with Inc. or 2" self- adhering top (with current NOA) 60" x 75' roll edge. Ice and Water 36" x 75' roll TAS 103 Self- adhering W.R. Grace Co. Shield underlayment (with current NOA Wood Battens Vertical Wood Preservers Salt pressure Generic Min. 1"x 4" Institute LP — 2 treated or decay (with current NOA) Horizontal resistant lumber Min. 1 "x 4" for use battens with vertical battens or •• ••• • • • . . .. Min. 1' x 2"o-for use. s o: • alone • . . .. . . . . . ... . . . . . . so. . . .. . . • . NOA No. 06- 0310.05 so: • 0 0 0 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 2 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Test Product Product Dimensions Specifications Description Manufacturer Tile Nails Min. 10dx 3" TAS 114 Corrosion resistant Generic Appendix E screw or smooth (with current NOA) shank nails Tile Screws #8x 2 /z" long 0.335' TAS 114 Appendix Corrosion resistant, Generic head dia. E coated, square (with current NOA) 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood dia. screws Roof Tile Mortar NIA TAS 123 Prepared mortar Bermuda Roof ( "TileTiteTM ") mix designed for Company, Inc. with mortar set roof tile current PCA applications. Roof Tile Mortar N/A TAS 123 Prepared mortar Quikrete ( "Quikrete® mix designed for Construction Roof Tile Mortar mortar set roof file Products with #1140 ") applications. Current PCA Roof Tile Mortar N/A TAS 123 Prepared mortar W. R. Bonsal Co. ( "BONSAL® mix designed for with current PCA Roof Tile Mortar mortar set roof the Mix ") applications. Roof Tile N/A See PCA Two component Polyfoam Products, Adhesive polyurethane Inc. ( "Polypro® adhesive designed AH160 ") for adhesive set roof tile applications. Roof Tile Factory premixed See PCA Single component FIexible Products Adhesive canisters polyurethane foam (with current NOA) TileBond roof the adhesive Hurricane Clip & Clips TAS 114 Corrosion resistant Generic Fasteners Min. 1 /2" width Appendix E clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 8d x 1 1 /a" ... . • .. . . .. •... : NOA No. 06- 0310.05 • • • • • • Expiration Date: 08/23/11 Approval Date: 07/27/06 ••• • • • • ••• • • Page 3of7 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 shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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 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 4.1.1 Entegra Estate "S" 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) Era le Profile Weight -W (Ibf) Length -1(ft) Width -w (ft) 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - ), (ft) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application Entegra Estate 'S' Roof Tile 0.267 0,289 Table 3: Restoring Moments due to Gravit - M ft-lb Tile 3 4 "•12" 5 "•12" 6 "•12" 7 "•12" or Profile reater Entegra Estate Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Roof Tile Deck Deck Deck Deck Deck 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 N/A •• ••• • • • • • •• • • • • • • • • • • 0 • • • • ' • • • • • • • • NOA No. 06- 0310.05 k • • ' Y • • • • Expiration Date: 08/23/11 Approval Date: 07/27/06 ••• • : • • ••• • • Page 4of7 • • • • • • • • • • • •• •• • • • •• •• see 0 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Entegra 2 -10d Ring Shank Nails 27.8 37.4 28.8 Estate 'S' 1 -10d Smooth or Screw 8.8 11 8 4 1 Roof Tile Shank Nail 2 -10d Smooth or Screw . Shank Nails 164 21.9 7 1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli 2 -10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2' /z" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set S stems Tile Tile Application Minimum Attachment Resistance Profile Ente ra Estate `S' Roof Tile Adhesive 26 1 2 See manufactures com nent approval for installation r uirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polvfoam Product, Inc. Average weight per patty 8 grams. 8 6.61 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance FEntegra Estate 'S' Roof Tile Polyfoam PolyProT"" Pol oam Pol ProTM 45.5 4 Lar e ad placement of 54 rams of Pol ProTIA 5 Medium ad placement of 24 rams of Pol ProT"" Table 5B: Attachment Resistance Expressed as a Moment - M (ft -lbf) MMaC or Adbetise $M Systems 11 6 Tile • •• • • .7i1e 34catron . Minimum Attachment Profile • ' "' ' • • • • • • Resistance Entegra Estate `S' Mort ar Set 20.60 Roof Tile . . . . . . .. . . . .. . . .. .... . ` o ' ' • • • • • • • • • NOA No. 06- 0310.05 ' • • • • • • • Expiration Date: 08/23/11 Approval Date: 07/27/06 ••• • • • • ••• • • Page 5of7 • •• •• • • • •• •• 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 ". OR IE IN T E N R A ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application fcl 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. \ a • • :.. ; NOA No. 06- 0310.05 . • • . •. • . • • . . • -� • • • • • • • • • Expiration Date: 08/23/11 • Approval Date: 07/27106 Page 6 of 7 . . • • . . • . . . . .. .. • . . •. .. ... . . • .•• . . PROFILE DRAWING Nail Holes • • 16 '112,, 1 ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE 0 0 0 . • .. . . . . ... . ` ' • • 0 0 .. .00 NOA No. 06- 0310.05 • : 000 : g o o Expiration Date: 08/23/11 L • • . . • • • • ' Approval Date: 07/27/06 Page 7 of 7 ... . . . . ... . . . . 0 . . . . . 0 . MIAMI -DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (N OA) (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 (A IJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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. TERlbIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Aeebo. .. . . . • "• V• '. .. • . . • • . • • • • 000 _ NOA No.: 06- 0201.02 • • ' Expiration Date: 05 /10/11 • • • • • • Soo • • • • i i Approval Date: 04113106 • • • • • • . • Page 1 of 7 . • . • . . . ... . . . . . • . • . . . . ... . . . ... . . ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AU160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro0 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications PolyproO AH160 N/A TAS 101 Two component polyurethane foam adhesive FoamproO RTF1000 N/A Dispensing Equipment ProPackO 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /fZ.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. .. ... . . . . . .. .. ... .. . . . .. NOA No.: 06- 0201.02 ` • • • ': • • .'. ; • • • Expiration Date: 05110111 ' ' • • • Approval Date: 04/13/06 • • ••i ••' ••• Page 2of7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10125195 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 5284542 -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. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of PolyproO AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F ' ••_ •••Y • • • • . •• F'= 0 • • • • • .. . .. . . . .. NOA No.: 06- 0201.02 • • • •: • 0 0 0 • • • ; • • • Expiration Date: 05110111 • • • • • • • • • • • Approval Date: 04/13/06 • • • • • • • • • • Page 3 of 7 ••• • • • • ••• • • • •• •• • • • •• •• INSTALLATION: I. Polypro® A14160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproO AH160. 2. Polypro® 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 PolyproO AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. PolyproO AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration_ No other settings shalt be approved. 6. PolyproO AH160 shall be applied with Foampro RTF1000 or ProPack(P 30 & 100 dispensing equipment only. 7. Polypro® AN 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 PolyproO AH160 has been dispensed. 9. PolyproO 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. ( rams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece 41 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All PolyproO AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • NOA No.: 06- 0201.02 • • • • • • • Expiration Date: 05110111 4 • • • • • • • • • • • Approval Date: 04/13/06 • • • • • • • • • • Page 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nail through plastic cement Paddy ) Benaath Tile) Nail through plastic cement Paddy (Beneath Tile) Ulnderlaymei4 Underlayment i 1 in 1 o in. Eave Course Fascia Eave Course Fascia weephoN Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge 41n. up from weeplecks 4 in. up bom weepholes Nail through plastic cement Paddy (Beneath Tile) 1) Place enough for Unde menl adhe W achieve 17 W 13 *4 �h ;pp lications Nab Uu �Y square arches in contact with the pan We *4 plastic cement 2) Turn covers upside down. Place adhesive 112 ter. I To 1 in. From outside edge of cover We. 1 J Then install the file. o lb aerlaymem / 10 in. 2in. o Eave Course Eave Cosuv _ Eave course only. Remov i Keep adhesive approx. 4 in. up Fascia lop w from weepholes of the eave �// / shea lo" course cover tile. / AM to second course of Pan tiles. Ensure can end of b pan and cover tiles are Point-up 0orex Bush at eave line. on longitudinal edges of fie Eave closure Weeptwle Fascia Bo (mortar shown) _ NOA No.: 06- 0201.02 41 • •+ 0 . •. . �+ ; +' • Expiration Date: 05/10/11 • + • • • + s i • Approval Date: 04/13/06 • +� 0 � •.i �•• ��• Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tice) Undedayment • � Urulerlayment i 7 in. i e Z in. 7 in. iin Eave Course Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Ply (Beneath Tile) Underlayment 7 in. i� in. Eave Closure Eave Course Fascia • / • • • . • • _ NOA No.: 06- 0201.02 •; •:. .0. • • • . 0 . Expiration Date: 05/10/11 • • • • • • • : : • : •; ; ; Approval Date: 04/13/06 . Page 6 of 7 0 O V • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under the (between tile) Underlayment Single paddy between tile Paddy (under tile) 2 in. x 7 in. medium ^ size paddy eave course only Single paddy 3 in. under tile } in.x 3 in. x3in. I Single paddy on 21 4 in. Q Single 4 in.� �? in. under- paddy on layment under- •.. � layment Single paddy Fascia Eave course on top of the Single add Weephole on t p of tile 2 in. X 7 in. medium Ci Eave closure size paddy eave Fascia course only Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile J in. x 3 in. 4 in. Single / paddy on underlayment 2 in Single paddy Eave Closure on top of Tile 2 in. x 7 in. medium Eave Course size ply eave course only Fascia L 1D.bT� T I S A C EPTANCE •....:: 00 00 0*0 _ NOA No.: 06- 0201.02 ••• ••• ••• ••• : .•. Expiration Date: 05 /10 /11 ~ y • • • • • • • : • : `: : : Approval Date: 04/13/06 • • ••• • • . Page 7of7 • •• •• • • • .• •• l � ORES M9 VO w ear 10050 NE 2 nd Ave * Miami Shores, FI 33138 s, 13 Phone 305 - 795.2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 'IL' /0 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: u Property Address: A-- /C E J 1 e' Roofing Permit Number: Dear ilding O 1 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) jj (� t Cam• Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,"Ies andsals4hathe /she is the contractor for the above . ......... . property mentioned. • Sworn to and subscribed before me this day of -' �xPk � MEGA.ROMEG • 000 • • 0 • * MY COMMISSION # DD 788767 • • ,+ • • • EXPIRES: June 22, 2012 Notary Public, Sate of Florida at Large �� �t_ • • • • • j �� -14 "Or F'oP��: Bonded Thor Budget Notary Services * When the just valuation of the structure for purpose of ad valorem taxation is u 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 applicaliora from a C* Cq jctgr for tqe Roof to Wall connection Hurricane Mitigation. • • • • • • • : ••• • • • 000 • • diami =Dade My Home -Text Page 1 of My Home MIAN11•bADE Show Me: Questions 'Go to_prope_rty_map and Property Information-Text Comments ( Property Appraiser Tax Estimator + Print friendly version Search By: webmaster Select Item lProperty_Appraiser_Tax Comparison @miamidade.gov [ Portability S.O.H. Calculator Summary Details: Property Appraiser Home Address Search Folio No.: 11-3206-048-0020 Page. 'Enter the address and click Property: 10125 NE 2 AVE "LOCATE ". Use the Tab key to Mailing Address: EUNICE J DAVIS switch between fields or click using Property the mouse. 10125 NE 2 AVE MIAMI FL Information 33138 -2349 1 Online_Help House 10125 Property Information: Number. Primary Zone: 0900 SINGLE FAMILY RESIDENCE Property Direction: NE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Information Street Name: 2 Beds /Baths: 3/2 Home Page Floors: 1 Street Type: AVE Living Units: 1 Unit (opt): Adj Sq Footage: 2,823 Zip Code Lot Size: 10,627.50 SO FT (opt): Year Built: 1981 Legal Description: VAZQUEZ SUB PB 115 -23 LOT 2 BLK 1 LOT SIZE 81.75 X 130 -< OR 17185 -2792 0496 1 OR 17185 -2792 0496 00 Assessme t Information: Year: 2009 2008 Land Value: $10 23 $326,126 Building Value: $293,237 $354,860 Market Value: $399,960 $680,986 Assessed Value: $194,758 $194,564 Exemption Information: Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2009 2008 Taxing Authority: Applied Exemption/ Applied Exemption/ Taxable Value: Taxable Value: Regional: $50,000/$144,758 $50,000/$144,564 County: $50,000/$144,758 $50,000/$144,564 City: 1 $50,000/$144,758 $50,000/$144,564 School Board: $25,000/$169,758 $25,000/$169,564 Sale Information: Sale Date: ' 4/1 6 • • • • • ' • Sale Amount: • • $1tj,040 * 0 0 • Sale O /R: • 5 -2 • • • • • Sales Qualification Description: Sales which are qualified A. • • • Nid*W d._ Tonal _ 1 0 _s • • 00 * • • • : • Add4onaI1nformati' Click here to see more information for this property: Community Developme@W)jstgct . . • ••• • • Community Redevelopm jnt Allba 0 0 9 0 0 Empowerment Zone • • • • • • • • • • • • • ♦ • • • • • • • • ••• • • • ••• • • tttp: / /gisims2. miamidade .gov /myhome /proptext.asp 03/22/201( ACORO CERTIFICATE OF LIABILITY INSURANCE OP ID VF 1 7E 'MMIDDffm) EARJ001 6 24/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION J.W. Edens & Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Commercial Ins of Brevard, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 325 Fifth Avenue, Suite 108 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Indialantic FL 32903 Phone: 321- 725 -7000 Fax: 321- 725 -7856 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Canal Indemnity Company INSURER B: Brid efield Employers Ins. Earl W. Johnston Roofing Inc. INSURER C: 5721 Dewey Street INSURER D: Hollywood FL 33023 -1917 INSURER E: 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY E FE TIVE POLICY EXPIRATION DATE MM/DD DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY GL98330 07/01/09 07/01/10 PREMISES (Ea occurence) $50,000 CLAIMS MADE X❑ OCCUR MED EXP (Any one person) $ 5 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $1,000,000 POLICY PRO JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE 830 -42001 06101109 06/01/10 E.L. EACH ACCIDENT $1,000,000 O /MEMBER EXCLUDED? yes, de If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 1 r 000 i 000 SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Miami Shores DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Building & Zoning Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Margarita 10050 N.E. 2nd Avenue IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Miami Shores FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE s Theresa C. O'Brien ACORD 25 (2001/08) © ACORD CORPORATION 1988