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FW-18-2128Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: FW-8-18-2128 Permit IVR Number: 617663 ,� >� A'j-ti Permit Type: Fence/Wall �"�.", -r ` Work Classification: Ornamental/Metal Permit status: Approved Issue Date:10/11/2018 I Expiration: 02/13/2019 Location Address Parcel Number Project 1250 NE 95 ST, Miami Shores, FL 1132060144070 <NONE> Contacts DIANNE FISCHER Owner DIANNE FISCHER Applicant 1250 NE 95 ST, MIAMI, FL 331382550 1250 NE 95 ST, MIAMI, FL 331382550 ALL FENCING AND REPAIR Contractor MARY CORACI Business: 9543063477 Description: INSTALL 51 LF OF 4'H ALUMINUM FENCE Valuation: $ 1,950.00 Inspection Requests: 305-762-4949 TotalSq Feet: 51.00 Fees Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 P&Z Review Fee $35.00 Permit Fee - Wire & Wood $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $151.20 Payments Amt Paid Total Fees $151.20 Check # 10633 $50.00 Credit Card $101.20 Amount Due: $0.00 Building Department Copy 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 cgptractor to the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 11, 2018 Page 2 of 4 Miami Shores Village RECEIVED Building Department AUG 09 2018 � g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 044-1 (Q� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC201 BUILDING Master Permit No. —py4j IR 2' PERMIT APPLICATION Sub Permit No. �ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP C nNTRArTnR DRAWINGS JOB ADDRESS: wV IL q6' City: Miami Shores County: Miami Dade Folio/Parcel#:,,' MV�o- ©`1Lk-4�-/7 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: /" / 1 M State: ` Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: I �1. q City: Qualifier Name: State Certification or Reg' tratio DESIGNER: Architect/Engineer:. #: L((,\S\ 1 �S�O Certificate of Competency #: ne#: Address: City: State: Zip: value of Work for this Permit: $�� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration New ❑ i Repair/Replace ❑ Demolition j I Description of Work: �(��1 1 1..�Aw Specify color of color thru tile: Submittal Fee $ Permit Fee $ (-1J✓c� CCF $ /� CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ r (30 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 zip day of •Jy Ae- 20 J , by Q %the— r1Sc—V er , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Siw— as X �' 1=fN16,�� JEANETTE MARTINEZ Notary Public - State of Florida • Corrrrissior = GG 165791 Bonded Through Na90 otaryAesn. APPROVED BY Signature A�l (65�2�- CONTRACTOR The foregoing ins rumentt was acknowledged before me this 2 a day of V OVI-e. , 20 1 ?' , by HOXV (0(a C1 who is personally known to me or who has produced as identification and who did take an oath. NOT Sign Print Seal: �otWPua, JAYMIEJESKY + * Commission # GG 165M *s** *************** ,�er*�Jrpiti9 � ``OF Fv�P BondW jhyg�� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 8/9/2018 Property Search Application - Miami -Dade County PPRAISER OFFICE OF THE PROPERTY 'A Summary Report Property Information Folio: 11-3206-014 4070 Property Address: 1250 NE 95 ST Miami Shores, FL 33138-2550 Owner DIANNE O FISHER Mailing Address 1250 NE 95 ST MIAMI SHORES, FL 33138-2550 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/5/0 Floors 2 Living Units 1 Actual Area 4,521 Sq.Ft Living Area 3,340 Sq.Ft Adjusted Area 3,638 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 11959 Assessment Information Year 2018 2017 2016 Land Value $450,495 $450,495 $462,210 Building Value $253,205 $253,205 $253,205 XF Value $18,013 $18,013 $18,013 Market Value $721,713 $721,713 $733,428 Assessed Value $448,092 $438,876 $429,850 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $273,621 $282,837 $303,578 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 1. Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description [ 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 W1/2OF LOT 7&LOTS 8&9BILK 85 LOT SIZE IRREGULAR COC 24286-0505 02 2006 1 Generated On : 8/9/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $398,092 $388,876 $379,850 School Board Exemption Value $25,0001 $25,000 $25,000 Taxable Value $423,092 $413,876 $404,850 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $398,092 $388,876 $379,850 Regional Exemption Value Taxable Value $50,000 $398,092; $50,000 $388,876:;: $50,000 $379,850 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/2006 $925,000 24286-0505 =Sales which are qqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, D lah n -r— r1 scl-.a✓does hereby attest that (Property owner) The attached survey, performed by Pro J�.+`s - o^4A S v,1 !q o -r s + tiA .L f, �S (Name of surveyor's company) For address: 1 o N E 0I.S4" S-i— Performed on Z s Zoo L (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant say eth naught. Diahne Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this Z(o day of 2 Z,Ol f Affiant is personally known to me, produced as identification. Notary Revised on 5/22/2009/ Revised on 6/12/09 �titia� P�:, JEANETTE MARTINEZ e� Notary Public — State of Florida Commissior = GG '65797 My Comm. Expires Dec 9.2021 Bonded trough Naiorna Notary Assn. Sheet -`2 Boundary Survey zi o! -- - P141018'-- j3Y JOB # 06-166 DATE 02-05-2006 PB 10-37 Surveyor Nates: Smveyfs kwompletc wdhout sheet me Sate ofDrawmg 1 20' Drawn By. A- edcd Dcox 02-052006 Cmplerad FwM &nW D+tw 02-01-M AFA t COMFAW, PfC- lrruhsrfumlLaudSwr eyurs and MV*-- 13056 Sw 133r•d Cl jlSami,. Flo & 331tl6 TD•: 305-23+-k M. 3ai i3"C3 I IN u la I I Lot 7, Block 85 AFA 8 ] Company, 1ne. 0 -_'_- — TE APPROVED:Gt DEPT VBY B�P�_ The sketch hereon isatrueard,i, nN(;{= WITH ALL FEDE. SAL A2�drale reprsseatidoo thereof to the best of my knowledge and Io red Subject to mtm Al INN mdNetariaasshiwnbece°a � r,r�rc,uf �----------- draaaiA.dbcrio- Sins3sr�Af pyv R.iS2f . .Saa+rafFkf Kcr iiorJ nrlcc,y}ewd d Staarpd aKnk 6arMuselSra� Sheet I of 2 Location Sketch N. T. S. a Northeast 95th Street y �4 C17 16 15 14 13 12 11 to 9/ TIT, 5 4 I 3 / z 1 2 3 4 5 6 7 8 9 10 11 12 13 a z PROPERTY ADDRESS: 1250 Northeast 95th Street Miami, Florida 33138 Surveyors Notes: #1 lands Shown Hereon were not abstracted for Easement and/or Right of way Records. #2 Benchmark- Miami -Dade County Public Wogs Dip. N/A #3 Bearings as Shown hereon are Based upon Northeast 95th Street N90100'00"E #4 Please See Abbreviations and legend #5 Scale orDrawar. 1-20' #6 Drawn By: A Marl 02-05-2006 #7 CauplawField SinveyDate.02-01-1006 #8 Disc No 2006 #9 list Revised: #10 Legal Description Furnished by client #11 The hereon captioned Pmperty was surveyed and described based on the Legal Description Provided by Client #12 This Certification is only for the lands as described It is not a verification of Title, Zoning, liaremmfa, orFrealom ofEncumbrmers. ABSTRACT NOT RBINWED. #13 7bere may be additional Restrictions not shown on this survey that may be found in me PubGo Records ormai i-Dade County, examination ofABSTRALT Qt Trl'LE will have to be made to determine recede tfaay afforxatg this pmpzty. #14 A CY:7he expected us/dlthe Ind, as classified in the Mmryum Tichnri A-461G176FAC). is •'Mlfeik"'. The Miaimuonmlyaydit distance accuracy Athis type ofbouo&W survey is j foot in IO OW feat "obumed*y nnentand skolatioo era clasid genmwic dghtrsdu�+md to eacead tma r•""Wr t #IMour debom amYor foel{ings IV ay cross beyond the l&day Mies ofthe psd4egi described am not #1d mans ea'rdID urig/nal raised ariel�'•Flrida and Mapper. Additions edaleaiems 4 envoy eparts by oAr than the signargup rqt W as ics is prohibited wrrtt® ewosat ofthe signing party arparties. #1Z to any design Veil" mfurmsdou. � #18 Undergroud utilities u; ` �r� • bar on, contact %9 *Oopiate authuri4&prior to ry dmign wort or • e property herein describedr hshall an thbe notified as An my deviation from utilities shown baron. #19 Ownership Subject to OPIMON OF Tnia JOB # 06-166 DATE 02-05-2006 PB 10-37 Northeast 94th Street ABBREVIATIONS rx <ar.�,ema„gr mernna 0/N •aRNErwT o.ke-uwmenF a u•wruinns sac ••+coo.aoo�r Tr •�,c,� �,wo i ' •iase eaoam` .O8•cvno.0 1012 erw,� IJEItlMItlY u�x -rwiva .,�rrrNaTw,�.r •mow 0 0 o — At Com ELEVATION INFORMATION: Comm Panel 120652 Panel # 0093 Firm Zone: "AE" Date of Firm : 03-02-1994 Base Flood Elev.: 8.00' F.Floor Elev. 10.02' Garage Fl. Elev. N/A Suffix: "J" Elev. Ref to NGVD 1929 CERTIFIED ONLY TO: DIANNE O. FISCHER VIRTUALBANK, it's Successors and/ or Assigns A.T.I.M.A. KLUGER, PERETZ, KAPLAN & & BERLIN, P.L. FIRST AMERICAN TITLE INSURANCE COMPANY LEGAL DESCRIPTION The West 1 /2 of Lot 7 and all of Lots 8 and 9 Block 85 of "MIAMI SHORES" according to the Plat Thereof as recorded in Plat Book 10 at Page 37, of the Public Records of Miami -Dade County, Florida. Professional Surveyors & Mappers LB 6778 13050 S.W. 133rd Court Miami Florida, 33186 Ph. # (305) 234-0588 Fax # (305) 234-0423 This certifies that the survey of the property described hereon was made under my super- vision & that the survey_ meets the minimum technical standards eat forth by the Florida Board of PmRassiemgl Land Surveyors & Mappers in Chapter 61G176 of Florida Administrative Code, pursuant to Sertion 472.027, Florida SOtutm & That the Sketch Carron is a true and accurate m7retentetino thereof to the best of my knowledge and-BetwC subject to notes and notations shown hereon. P. df"ort ,Awmyw Al Afipper #552, SAWg1FAvidir Nor VAEdaia/m.tgt wed A Jbsp J.M E.AmssaSa•/ .058" r 2.625" HR-1 Cap Detail (w/snap plate HR-2) �J1.625" 1.795" �I .070" .895" 1 HR-3 Bottom Channel Detail (W/snap plate HR-2) 2" HR-4 Post Detail ( w/ snap plate HR-2) 1.800" 097" 1.465" HR-4A Post Detail (w/ snap plate HR-2) (use fpr pasts up to 48" High) 2.468" �.052'-` 1.219" 1 HR-10 Cap Detail (w/snap plate HR-11A) 3000 PSI Conc. Structure 1.625" 1" .066" HR-12 Channel Detail 040" 3/" HR-13 Picket Detail Mechanical Aluminum Fence & Gate* Not designed for use as a balcony rail or other raised structural barrier. Pickets may punch Pickets are punched through mid rail or through top rail stop at mid rail Top Cap �] /� /� /� i 60" Max. �Y Tf T7 ♦ 6" Max 1"x2"x.125" Tube Mid Rail (optional) Self closi hinges 2"x2"x.12E Tube Posts < 4" III II .. 45" Min. (for pool code) 12"0 x 24" for up to 5' fence height, 14"0 x 30" for over 5' to 6' I 48" Max. x or 1" x .060" - Optional Decorative Rings or scrolls Tube Pickets 2" x :2" X A 25" 1" x 2" Bottom Tttbe'Posts Channel < 2" 3000 PSI Conc. Magna latch (for gate under 54" high) Self closing latch 18" x 18" x 1 /4" Plexiglass (where Req'd) < 4" 3"0 x 3%2" Core (Fill with Sikadure 32 hi mod epoxy with sand aggregate) (see detail below) 3/" x .062" or 1" x .060" Tube Pickets 3000 psi Conc. 12"0 x 24" for gates ~ to 5' high, T 14"0 x 30" over 5' Self Closing Gate Detail (4' to 6' high max.) • • • • (welded) �iIKlt�3: • • • 1•peps n: 2@17MC, & ASCE• -10, wind speed 75 MPH, exposure C. Max total fence height is 6' (including pressed spears). 2",All components are cobrlectod with #12 x 1'/" SMS screws except gate. Fill all bosses. 3: Fe"e pangl� and gates'slibll be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete. 00 4* Gate frarrft"shotll be s*op welded by certified welder. Use 5356 filler metal, weld 1/4" all around. 449" high v,.QQ" wide pT Ut fence (3/" or 1" pickets spaced 4" between)(top cap & bottom channel) conforms with a 75% see through rule . 6 Soil,comdaGWarourtJ fQ84ings shall be 98% optimum density (2500 psf minimum capacity). 47. fore drilling .must be �•rp imum of 3%2" from any concrete edge (to edge of core hole). '$.Nblsterials: 6063-T6 alwl;Vpupi fence and gate components, structural quality molded polymers or zinc coated cast fittings. g.•Pool codetegwI`res alLgaLes to open out and be a minimum of 48" high and have no opening more than 1/2" within 18" of latch. VY *Nb inspreNen was niaae Ea this jobsite and the design depicted herein is based upon data supplied by the contractor. This engineer is not to be held liable or in ally way responsible for the use of any inaccurate information. The contractor shall field verify all measurements and information used in this design before any changes are made to field conditions, and the fabrication and the installation of the materials. 11. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the opportunity to make any necessary adjustments to the design prior to construction. 12. No changes to this drawing are allowed without written authorization from the engineer. 13. Copies of this drawing without an original signature and seal of the engineer are invalid. 14. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, quality of workmanship, etc. HR-5 Picket Detail • Bottom Rail 5" x 5" x ''/+" MOUNTING SHOE tY .0 72" Max (top of pressed spears or top rail) Cast Aluminum Shoe Post #14 x %" SMS EA SIDE OF CASTING Min. 4" 3000 ~ psi Conc. Cast Aluminum Shoe Detail (4)'V x 1'/," embed tapcons, Min. 3" edge distance. Self Closing Hinge Detail (Attach w/(4) #12 SMS screws) Typical Automatic Latch ' A fence 60" high or more with two rails plus top cap with 1" pickets spaced 5" CC with no decorative rings or scrolls has more than 75% opening. 3000 PSI Conc. Structure *�e Wall Mount Brackets (Attach to wall w/ (2) %." x 3" SS Tapcons & to Cap & Channel W(2) #12 x %" SS SMS) Alternate Attachment ( 2" x 2" x 3/16" angle (attach to walls w/(2) V x 1%" embed Tapcon screws) 2"x2"x.125" Tube Post Bottom Channel 2" x 1" x .125" lh Min. 3" min -►I Core Mounting Detail .• i, E Nth � y�y ' 0 25221 5/31/2018 STATE OF r '+ Magna Latch Detail Bottom Rail 5" x 5" x ''/+" MOUNTING SHOE tY .0 72" Max (top of pressed spears or top rail) Cast Aluminum Shoe Post #14 x %" SMS EA SIDE OF CASTING Min. 4" 3000 ~ psi Conc. Cast Aluminum Shoe Detail (4)'V x 1'/," embed tapcons, Min. 3" edge distance. Self Closing Hinge Detail (Attach w/(4) #12 SMS screws) Typical Automatic Latch ' A fence 60" high or more with two rails plus top cap with 1" pickets spaced 5" CC with no decorative rings or scrolls has more than 75% opening. 3000 PSI Conc. Structure *�e Wall Mount Brackets (Attach to wall w/ (2) %." x 3" SS Tapcons & to Cap & Channel W(2) #12 x %" SS SMS) Alternate Attachment ( 2" x 2" x 3/16" angle (attach to walls w/(2) V x 1%" embed Tapcon screws) 2"x2"x.125" Tube Post Bottom Channel 2" x 1" x .125" lh Min. 3" min -►I Core Mounting Detail .• i, E Nth � y�y ' 0 25221 5/31/2018 STATE OF r '+ Magna Latch Detail '>�,,rON 0% (Attach w/(4) #12 SMS screws) A` William F. Flaherty P.E. 25221 F LA TY 1351 SE 4th Avenue ASS A TES Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 5.31.18