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5920 SW 68 ST_EB-09-058 -- - Partj "Cq sw - City of South Niami PLANNING DEPARTMENT 0 APPLICATION FEES DATE: 09 CHECK NO: Aga(o NAME: C 5 ADDRESS:\ k` h' S� i O°� �;� PHONE NO: 03.41.300 ERPB_HEARING FEES O� (T tat) Applications for new construction in the RS and RT zoning districts Single unit ($750) All other applications for: New construction($900);Renovation($450); Signs,fences,walls, etc. ($225) For each additional appearance before the Board($150) VARIANCE 02.19.161 Advertisement and Notice Fees ............................($1500) 03.41.200 Admin Fee.......................................................($1500) (TOTAL$3000) EACH ADDITIONAL VARIANCE............................($1125) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees............................($1500) 03.41.200 Admin Fee.......................................................($1500) (TOTAL$3000) 02.19.161 REZONING APPLICATION (less than 10 acres);........($6000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($20,250) LDC TEXT AMENDMENT I(General standards,misc..provisions) 02.19.161 Advertisement and Notice Fees................................. ($1500) 03.41.200 Admin Fee............... .......................................... ($1500) (TOTAL$3000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($4,500) 03.41.200 Admin Fee............... .......................................... ($19500) TOTAL($6000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE......... ($22,500) . 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($7,500) (Total$30,000) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,575) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($3,675) (Total $5,250) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,500) 03.41.200 WAIVER-OF-PLAT APPLICATION ($4,500) Co TOTAL X:\Forms\RECEIPT FORM Part I(10-8-08).doc Ordinance No.44-08-1979,adopted 10-7-08 White copy to Planning;Pink copy to Customer; Yellow copy to Finance Mr. Rivera questioned if the number of Live Oaks being removed would increase or decrease the total number of trees. The applicant responded that it would be a reduction in the amount of trees. Mrs. Morales-Fernandez questioned if the seven Live Oaks being relocated are included in the total number of Live Oaks being relocated. The applicant replied that,the Live Oaks are in addition to the sixteen. Mrs. Morales-Fernandez questioned why the Live Oaks along the property line are going to be removed. The applicant responded that the trees are under power lines and when cut they looked as if they are "hat racked"and it does.not look appealing. Mr. Bedell questioned how close was the fence in relation to the property line. The applicant replied that the fence is four feet inside the property line. The applicant provided the Board with a current photograph of the Live Oaks that will be removed since they are under the power line. Mr: Bedell commented that when Florida Power and Light comes to trim the trees they do not look so pleasant and FPL only comes once or twice a year to trim the trees under the power line. He recommended trees that do not grow as tall as the present ones, to be planted in that area. Mr. Trautman questioned if the Live Oaks are located on the west side of the property and does FP&L trim trees that are located on the west side of a property. The applicant responded yes. Mr. Bedell responded that FPL does trim trees which are under a power line. Motion: Mr. Bedell moved and Mrs. Mark seconded to approve the application as presented. Vote: 6 Approved 0 Opposed 2) [ERPB-09-058] Applicant: Martha Cano Property Owner: 5920. CRN S,LLC. For: Children's Rehab Location: 5920 SW 68 Street Request : Fence Installation Applicant Present: Ms. Martha Cano and Ms. Barbara Capp Mr. Lightfoot read the item into the record. Mr. Rivera questioned what type of material is being used to control the noise from the generator. The applicant responded that the material is a green FinLink material that will cover the wood fence which is surrounded by a chain link fence. Mr. Trautman questioned if the purpose of the generator is as an emergency back up. The applicant replied yes., Motion: Mr. Trautman moved and Mrs. Morales-Fernandez seconded to approve the application as presented. ERPB Mins 09-1-2009 Pg 2 of 4 Vote: 6 Approved 0 Opposed 3)'[ERPB-09-059) Applicant: Moises Tacle Property Owner: Almukhtar Dev,Inc. For: Nuova Donna Salon & Spa Location: 6136 South Dixie Highway Request : Revision: Site Plan Applicant Present: Mr. Moises Tacle Mrs. Cabrera-Hernandez read the item into the record. Mr. Trautman questioned if the applicant was exempt from having a handicap parking space. Mrs. Cabrera-Hernandez responded that the Land Development Code says that the requirement is if less than five (5) parking spaces; the applicant is exempt. However, one parking space out of . the total of four parking spaces proposed should be a handicap space, in order to comply with Florida Building Code. Mr. Trautman commented that this application might set a precedent on not needing a handicap space in parking. Mr. Rivera questioned if the applicant is willing to place a handicap space. The applicant responded that the recommendation will be taken into consideration and there is room for it and the parking will include three parking spaces 'and one handicap space. Mr. gall recommended the handicap space being the parking space closest to the building., Mr. Trautman commented that a handicap space dimension includes 17'by 12' with an access space of 5 feet. Mr. Bedell recommended for the applicant to include (3) cluster Solitaire Palms with a minimum of 12' height, a row of ten (10) Cocoplum shrubs that are 24" high and two feet on center along the property line. Motion: Mr. Bedell moved to approve the application with the conditions pending on the addition of the landscaping and the modification of the handicap space. Mrs. Mark seconded. Vote: 6 Approved 0 Opposed V. APPROVAL OF MINUTES: Mr. Bedell moved to approve the minutes of August 18, 2009, without corrections. Mr. Trautman seconded. Vote: 3 Approved 3 Abstained (Mrs. Mark, Mr. Rivera and Mrs. Morales-Fernandez) REMARKS: None ERPB Mins 09-1-2009 Pg 3 of 4 South Miami F l o r i d a -� PLANNING&ZONING DEPARTMENT 6130 SUNSET DRIVE au•amerrcacuu 4 ` ' SOUTH MIAMIJL 33143 TEL: 305-663-6326 FAX:305-668-7356 2001 _ September 1, 2009 Re: Environmental Review & Preservation Board Applicant: Martha Cano Property Owner: 5920 CRN S, LLC. Project: Fence Installation Address: 5920 SW 68 Street ERPB No.: 09-058 Meeting Date: September 1,2009 Dear Ms. Cano, The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has approved your application. The next step in the plan review process is to submit an application for building permit. Please contact the Building Department at (305) 663-6358. The final approval from the ERPB shall lapse after six (6) months if no permit is applied for. This requirement can be found in Section 20-5.11(L), entitled Expiration, Land Development Code. Please be advised that an appeal of an ERPB decision or recommendation may be filed with the City Clerk at any time before a building permit is issued. Appeals may be submitted by the applicant, interested citizens, or the city administration [Section 20-6.2 (A), City Land Development Code]. If you have any questions regarding this application, please contact Mrs. Lourdes Cabrera- Hernandez at the Planning and Zoning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely, Thomas J. Vageline, rector » Planning and.Zoning Department Y:\ERPB\ERPB Letters\2009 Letters\September 1,2009\ERPB FINAL AS PRESENTED09-058.doe CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members Date: September 1, 2009 Environmental Review & Preservation Board Tuesday 8:30 a Via: Thomas J. Vageline, Director Re: ERPB-09-058 Planning and Zoning Dep a First Review From: Marcus W. Lightfoot Request: Fence Installatio Permit Facilitator ERPB Applicant: .......................................... Martha Cano IN, For: ....................................................... ... Children's Rehab Property Owner: ........................................... 5920 CRN S LLC Folio Numbers: ............................................ 09-4025-028-1440 Property Address: ........................................ 5920 SW 68th Street Zoning District: ...............................................TODD MU-4" Transit Oriented Development District- Mixed Use 4 Adjacent Zoning: ........................................... RM-18 (North); TODD LI-4, (South); TODD MU-4 (East, West) Future Land Use Category: ............................ T.O.D.D. (4+4-Story) Current Use: .................................................Daycare Center (7 or more children) Flood Zone: ..................................................X-Zone (Not in a Flood Zone) Applicant's Request: The applicant is requesting approval from the Environmental Review and Preservation Board (ERPB) for the installation of exterior screening for a permanent generator that will be located on the ground floor of the building found at the above referenced location. STAFF ANALYSIS: On June 2, 2009 the City Commission adopted ordinance No. 08-09-2000, changing the screening requirements for rooftop and ground mounted mechanical equipment that is being replaced. Therefore, when the applicant submitted -a building permit for the installation of a new permanent generator, it was necessary that the Board review the item before the permit could be approved. Pursuant to 20-3.6(Q)(2) of the Land Development Code, Air-cooled condensing (excluding window and wall units), and/or compressor equipment, water cooling towers, liquid propane gas tanks, irrigation pumps, pool equipment, and any other similar mechanical or service equipment or apparatus installed or replaced on the ground or .on a building (other than on its rood shall be screened from view, at ground level outside the subject property, by the use of landscaping or such other screening device as shall be approved by the environmental review and preservation board. The requirement of approval by the environmental review and preservation board shall not apply to replacement equipment if existing screening is in place and found sufficient by the Planning Director. MWL Y:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\September 1,2009\ERPB-09-058.doc 5920 SW 68th Street ERPB-09-058 presented on September 1, 2009 Fence Installation Page 2 of 2 The applicant is proposing the installation of a permanent generator in the rear of the property. The generator will be installed along the southeastern portion of the building and will be eleven (11) feet away from the eastern property line. Even though the permitted use for the building is a daycare center, it is important to note that to the east of the property is the newly constructed Somerset Charter School, and to the north are multifamily residential homes. Because of this, noise from the generator or any a/c equipment must be kept to a minimum level. Section 20-3.6(Q)(3) of the Land Development Code provides the following for maximum permitted sound level in decibels (dBA): It shall be unlawful to operate mechanical equipment including air- cooled condensing, and/or compressor equipment, and any other noise producing equipment in an all residential, institutional, commercial and industrial zoned property, when such equipment emits noise which exceeds the following noise levels, measured at the receiving property line nearest to the source; such sound levels shall be measured by City of South Miami staff or other representatives designated by the City Manager with a sound level meter manufactured according to standards prescribed by the American National Standards Institute: Maximum Permitted Sound Level in Decibels dBA At Property Line or At Property Line or Receiving Land Use Beyond Between 10:00 Beyond Between 7:00 PM--7:00 AM AM--10:00 PM Multifamily, Institutional, Parks and Noise - Sensitive Zones (Hospitals, Schools, 60 dBA 65 dBA Nursing Homes, Church, Court or Public Libra To achieve the desired decibel rating listed above as well as provide screening for the equipment, the applicant is proposing the installation of a standard, four (4) foot high chain link fence that will surround the generator, and will have green decorative slats that will shield the unit from view. The applicant will also use this type of screening to block the view of the two (2) proposed 100 gallon LP tanks that will be located along the eastern side of the property. The two (2) proposed tanks will be used to fuel the generator. Recommendation: Approval with the following conditions: 1. Approval Letter from the owner; 2. The installation of the fence must be on the subject property only; 3. Any comments and/or suggestions from the Board. Attachments: ERPB Application,dated August 18,2009;Ordinance No. 08-09-2000; Photographs provided by Staff; Property Survey(Original on File); Elevation Certificate; Site Plan, sht.A-1; Standard Chain Link Fencing, sht. 1 —3;Wood Fence Detail; Slat Source Brochure with Material Sample;Photographs provided by Applicant; Photographs provided by Applicant. MWL Y:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\September 1, 2009\ERPB-09-058.doc 0.7v CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: S`� 0-0 �^� Less' S'T"�C, T SOUTH MIAMI,FL PROPERTY OWNER: 0--O I—L-C, TEL.NO. ADDRESS: 1 ( .11 STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR �� PLEASE,BRIEFLY.SUMMARIZE THE WORK TO BE PERFORMED: 1 t�./S'T 4 �T�a N O� Jo�� ��--�C� .'�r�c�vr �j CZ> r--t�'ro^'�_c �}L �}-,�J� c�-f'►�-r i� L.r N 1-� ,�—�r�c r eJ� �J r'Tr-F S L�}'TS 1 WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? 9 APPLICANT'S NAME: TEL NO. ADDRESS: �cj *--t 11� t ( L. STREET CITY - STATE ZIP FAX NUMBER: AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON(ERPB's decision will be mailed to the contact person indicated below): PROPERTY OWNER APPLICANT OTHER(provide name and address) .4 12vP ' rA-1t=) PLEASE SIGN YOUR NAME ON THE LINE ABOVE DATE Y.•IERPBIERPB Application Form REVISEDFOR-2007-2008.doc ORDINANCE NO. 08-09-2000 AN ORDINANCE OF THE MAYOR AND THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, AMENDING THE LAND DEVELOPMENT CODE SECTION 20-3.6(Q) ENTITLED "SCREENING AND SOUNDPROOFING OF EXTERIOR HEATING, VENTILATING, AIR CONDITIONING EQUIPMENT AND OTHER MECHANICAL EQUIPMENT" IN ORDER TO ADJUST THE CURRENT REQUIREMENT FOR SCREENING OF NEW AIR CONDITIONING COMPRESSOR UNITS, WATER TOWERS AND OTHER MECHANICAL EQUIPMENT ON A ROOF, BUILDING OR GROUND TO REQUIRE SCREENING WHEN REPLACEMENT UNITS OR REPLACEMENT EQUIPMENT IS . INSTALLED; PROVIDING FOR SEVERABILITY, ORDINANCES IN CONFLICT; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Land Development Code (LDC) regulation on screening air conditioning and mechanical equipment in effect since 1992 (Ord. No. 15-92-1510) has been interpreted that screening was required at the time of original installation; and WHEREAS, if air conditioning and mechanical equipment was installed before adoption of the 1992 ordinance screening of the replacement equipment and the.review process was not applied; and WHEREAS, in order to assure that the same standard and review procedure applied to new installations is also applicable to replacement units an amendment to Section 20-3.6 (Q)Land Development Code is recommended; and WHEREAS, the Planning Board at its April 28, 2009 meeting, after public hearing, adopted a motion by a vote of 7 ayes 0 nays recommending that the proposed amendment to the Land Development Code be approved; and WHEREAS, the City Commission desires to accept the recommendation of the Planning Board and enact the aforesaid amendment. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1. That Section 20-3.6 (Q) entitled "Screening and Soundproofing of Exterior Heating, Ventilating, Air Conditioning Equipment, and Other Mechanical Equipment" of the Land Development Code is hereby amended as follows: Section 20-3.6 Supplemental Regulations (Q) Screening and Soundproofing of Exterior Heating, Ventilating, Air Conditioning Equipment, and Other Mechanical Equipment. (1) Air-cooled condensing and/or compressor equipment, water cooling towers, and any other similar mechanical or service equipment or apparatus installed or replaced on the roof of any building erected b shall be screened from view by a parapet wall or such other screening device as shall be approved by the environmental review and preservation board. Such screening shall be constructed so as to Ord. No. 08-09-2000 2 conceal the equipment visible in elevation. The requirement of approval by the environmental review and preservation board shall not apply to replacement equipment if existing screening is in place and found sufficient by the Planning Director. (2) Air-cooled condensing (excluding window -and wall units), and/or compressor equipment, water cooling towers, liquid propane gas tanks, irrigation pumps, pool equipment, and any other similar mechanical or service equipment or apparatus installed or replaced , on the ground or on a building (other than on its roof) shall be screened from view, at ground level outside the subject property, by the use of landscaping or such other screening device as shall be approved by the environmental review an'd preservation board. The requirement of approval by the environmental review and preservation board shall not apply to replacement equipment if existing screening is in place and found'sufficient by the Planning Director. Section 3 All ordinances or parts of ordinances in conflict with the provisions of this ordinance are hereby repealed. Section 4 If any section, clause, sentence, or phrase of this ordinance is for any reason held invalid or unconstitutional by a court of competent jurisdiction, this holding shall not affect the validity of the remaining portions of this ordinance. Section 5 This ordinance shall be effective immediately after the adoption hereof. PASSED AND ADOPTED this 2nd day of June ,2009 ATTEST: APPROVED: CITY CLERK MAY l st Reading- 5/, 19 0 9 2nd Reading- 6/2/0 9 READ AND APPROVED AS TO FORM: COMMISSION VOTE: 4-0 Mayor Feliu: Yea Vice Mayor Beasley: Yea Commissioner Palmer: Yea Commissioner Newman: Yea CITY EY XAComm Items\2009\5-19-09\LDC Amend Screening AC Ord.doc oo. ool >✓�� T .1 b -. . _ ... o Jay-- - ---W FP ° � 1� �oJ C Q ��Q � � � •la �� r- �•�' i \"X G� lr l c5 i !i ,J I L i 111 bbl 1 L I ?} 23 ;5 SIN h 1 Fo J 03 � r<UI LAD Ii3 �, LEGAL DESCRIPTION LOTS 4 BLOCK SUBDIVISION 9Oe2 E-L L_-T Y z2E�,- J -2, ) ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK AT PAGE OF THE PUBLIC RECORDS OF r-1 1 i,rl 1 COUNTY, FLORIDA, 0 NOTES, SURVEY FOR CONSTRUCTION OR IMPROVEMENT. THE ACCURACY OBTAINED BY THIS SURVEY WAS I FOOT IN 10,00 OR BETTER. WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED POSITIONAL ACCURACY OF 0.1 FCET. THIS DRAWING SHALL NOT HE ALTERED OR REPRODUCED WITHOUT OUR WRITTEN CONSENT. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. FEATURES INTENDED TO BE SURVEYED AND MAPPED MANHOLES, INLETS, FIRE HYDRANTS, WATER-VALVES PROPERTY LINES,CQNCRETE SLABS, AIR CONDITIONERS WATER METERS, S FENCESXASEMENTS FROM RECORD PLAT,POL!:S§UILDINGSAGADS AND TRAIL S,S TREAMSLAKES,WA TERVAYSRA ILROADS,DRIVEVA YS S I s pt-plmk OVERHEAD UTILITY LINES, SIDEWALK, PAVE I MENT,GENERAL PERMANENT STRUCTURES , LOCATION SKETCH SCALE l -H LEGEND VM=VATER HETER,FDH=FOUNr DRILL NZ)L-•--,UE=UTILI-,Y EASEMENT,DME=DRAINAGE AND MAINTENANCE EASEMENT,R/V=RIGHT OF 'WAY'N,T.S.-NOT TO SCALE, F N&D=FOUND NAIL AND DISK.GUL=OVERPEAD UTILITY LINEFIF-FOUND 3/4' IRON PIPE UNLESS OTHERWISE NOTED,SIP-SET IRON PIPE L84476 P/L=PROPERTY LINE,CONC=CONCRETE, 3/4' X 18' lL,CLEAR,lVS,OFFSETCLF=CHAIN LINK FENCE,VF=VOOD FENr-E,O/L=ON LINE,TEL-TELEPHONE, A/C=AIR CONDITIONER CES=CONCRETE BLOCK STRUCTURE,SWLK-SII)IfWALK.PAV=PAVEt4ENT,PVY-PARKVAY,R-RADIUS, 6=CENTRAL ANGLE,T-TANGENT,A=ARC,CH-CHC)RI), M/L=MONUMENT LINE,PC-POINT OF CUR VA TUREA U=I DENTIF ICA T ION.RE S-RES I DFNCE,PL T=PLANTER,FIB-FOUND 1/2, IRON BAR,FN-FOUND NAIL, MH=MANKXE,vMC=VALL MAINTENANCE EASZ:-.MENT,B/L-BASE LINE,WP-Vool) POLE,CB-INLE:r,FH=FIRE HYDRANT,WV-VATER VALVE,RF-BLOCK FENCE ltPBL-PLATTED BUILDING LINE,STL-SURVEY TIE LD4EPRC,0OINT OF REVERSE CURVATURERCC-POINT OF COMPOUND CUR VA TURE,BBL-BASE BUILDING LINE, C=ENCROACHMEN TAW-IRONVORKXR)=R ECORD,(M)-MlEASURF D,SN&D-SET NAIL AN DISK LB4476 PRM-PERMANENT REFERENCE MONUMENT, =CENTERLINE,DELTA=CENTRAL ANGLE BM-BENCH MARK,EL-CLEVATION,SEC=SECTIDN,POB=POINT OF BEG INNING,PQC-POIN T OF COMMENCEMENT,E-ELECTRIC BEARINGS ARE ASSUMED ON '4 ,T J _5 T NOTES, THIS SURVEY IS NOT INTENDED TO BE USED FOR ANY CONDOMINIUM CONVERSION DOCUMENT THIS PROPERTY IS T�j THAN 2 MILES AWAY FROM THE MIAMI-DADE COUNTY LAKE BELT AREA ALL DISTANCES AND DIRECTIONS SHOWN ARE MEASURED UNLESS OTHERWISE NOTED, AND UNLESS INDICATED TO THE CONTRARY THEY ARE THE SAME AS THE PLAT DISTANCES AND DIRECTIONS LEGAL DESCRIPTION AS PROVIDED BY CLIENT UNDERGROUND PORTIONS OF FOOTINGS OR OTHER IMPROVEMENTS WERE NOT LOCATED EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY AFFECTING THIS PROPERTY -1 THE NATIONAL FLOOD INSURANCE RATE MAP DATED DELINIATES THE ABOVE DESCRIBED LAND TO BE SITUATED WITHIN ZONE i. HEREBY CERTIFY, THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS CORRECT AS RECENTLY SURVEYED UNDER MY DIRECTION, ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS UNLESS SHOWN, AND THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS SET BY THE FLORIDA BOARD OF LAND S�JRVEYQRS AND MAPPERS, AS SET FORTH IN CHAPTER 472,027 (F,S,) AND CHAPTER 61- 6 OF THE FLORIDA ADMINISTRATIVE CODE. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNER FORt ORDER NO. JOSE A. PEREZ PRO�FE ONAL LAND SURVEYOR kND MAPPER NOTMM2 STATE OF FLORIDA NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL FIELD WORK DATEt '2- - RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LB 4476 CONTINENTAL LAND SURVEYORS INC 1700 SW 57TH AVE, SUITE 201 MIAMI, FLORIDA 33155 TELEPHONE- (305) 262-1925 FAX 305) 262-2944 V.S.DEPARTMEI�__.�F HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.1660-0008 Exvires February 28.2009 Federal Eme fancy Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: a Building Owner's Name Policy Number �.:jER#2-08-07 A2, Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number 5920 SW£8 ST City SOUTH MIAMI State FL ZIP Code 33133 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 11 TO 14 PS 2 PG 105 A4, Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) NON RESIDEN11AL A5, Latitude/Longitude:Lat.2E 42'28.2" Lang.80.17'24.9' Horizontal Datum: [I NAD 192: NAB 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) NIA sq ft a). Square footage of attaches:;garage NL4 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood opening:.in the nttached garage enclosure(s)walls within 1.0 foot above adjacent grade WA walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b NIA sq in c) Total net area of flood openings In A9.b NtA sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 61.NFIP Community Name 8 Community Number B2.County Name B3.State SOUTH MIAMI 120658 MIAMI-DADS TFIL ------MIAMI Map/Panel Number 65.Suffbc 86.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s){Zone Date EffectivelRevised Date Zone(s) AO,use base flood depth) 12025C 0276 J 7-17-95 3-2-94 X B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile 0 FIRM [i Community Determined Other(Describe)N/A BI i. Indicate elevation datum used for BFE in Item 69: ®NGVD 1929 ❑NAVD 1988 ©Other(Describe)NIA B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Dyes ®No Designation Date N/A ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: []Construction Drawings' [I Building Under Construction' 10 Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,AR/AE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized MIAMI-DADS Vertical Datum NOVD 1929 Conversion/Comments NIA Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)- 13.23 0 feet D meters(Puerto Rico only) b) Top of the next higher floor NIA. ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) NIA. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) NN/A. i3 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 14.83 ❑feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) I) Lowest adjacent(finished)grade(LAG) 14.)2 ❑feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 13.28 ©feet ['meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fire or imprlsonment under 18 U.S.Code,Section 1001. ® Check here if comments are provided on back of form. i Certifier's Name JOSE A.PEREZ License Number 2852 Title SURVEYORAND. PER Company Name CONTINENTAL LAND SURVEYORS.INC ,If)` ! e,.-_-.ddress 1700 SW 57 AVE City MIAMI State FL ZIP Code 33155 Signature i Date 2-7-08 Telephone 305 262-1925 6603 S 6$ CIS OF SOUT H MIAMI i BUILDING DEPARTP ENT SEGTl ,-,j' APPROVED 51 APPRO ED SATE I �4,1iNG I E.R.P.B. CODE ENF Q �' EIECTP,iCAL N1ECPIANICAL / Cl ENE�tGY PLUMBING STRUCTURAL 2y ROOFING BUILDING �,y OWNER BLDR. BLDG.OFFICiAL Jr .....'South - t 1. t a ..i d � i r� Y, r Effie � 0 Cl) 0 C f0 c6 'O N CL m lL m m c U m o o J (U a) c V c. L N N o m U0.HO H Uli .� fji Q r O :". CIO J w r _ .r O PM R Y S r Q LL F= N L V'6 S a w m U n°. U u, ° J _3 �r > .•..,!" •_ s••• + vii ca O e x @ ",•,,T�y..,v -� E U fV, N E E •✓ = U o 3 v w � �Ti cu •�Y !,�X' LL l7 1L li t 4 41 V4Y I I I co Z06 LU w W N a 2 G. u U) 3 LLo E �tl , ai ;SET List OF Drawlin - 5 k�2 civil C-1 Site Geometry plan, Paving, Grac Drainage. Wood fence detail Demolition D-1 Demolition Plan, and Notes. Architectura I A-1 Site plan, General Notes, Loc< Legal Description, Flod Legend, Summary, Scope of Work, and Park I 5P�A Calculation. g ?f x1 A-2 Floor Plan k wall legend EXIST. A-3 Elevations CONCRETE TO A-4 Door, Windows, and Finish Schec © ® AMAIN and Details. A-5 Bath details A-(o Awning details A Electrical E-1 Electrical Floor Plan, Notes, and FROFOSE Legend 2XI00 GAL- f=) E-2 Electrical Panel Schedules, Rise TANK5 FOR Mechanical ' �N�i�ATO M-1 Mechanical Floor Plan TANKS TO PE M-2 Equipment Schedules and Deta r` 47 LEAST 10'-0'' 4W,4-7- Plumbing F}z01"I DOOR P-1 Plumbing Floor Plan ' P-2 Riser Diagram, Legend, and De E� O ''t 1 5T. 'F L FiENCE �. � 00 WOOD FENCE Section 2328 FBC Gp.tex p�,t?Sipe o 6'0" Maximum ,/��,� Slpe 1'0" 2x4 No. 3, So. Pine PT Wood Rails Attached to Post With four 10d Nails (min.) 210" 4x4 No. 2 , So. Pine PT Spaced as follows Fence height Post above grade Spacing 6'-0" 4•-0" O.C. 5'-0" 5'-0" O.C. i i 2.0.. E Wood Pickets 518" Min Thickness attached to each rail with f Two 16 Ga. staples 1-314" long 1'0° i i I 10' Diameter 210" Concrete filled hole i a) N D) - - a) N y -r..=. N In >1 CL 2 6, 2 w N E { ' 'D a) m30 � � � � .� w o c _ - m Y m 3 v m o 0 m c « _ o c ro « c o _o rn co FA CL a) O N -0 C O U ` C N C s O y O) •i C)_ N ra 0 O O F- CO a) S L x !, �'C '� r6 C T 'X E N a CO P@ X N p N p) n 0 > d En ; ? c N p w O H U rp a) (a ` v N U r �O N > N 3 -U5 i) try. ,-r - .l� a_O U C CU C O. a) YO N y N as CV ca _- V/ m f0 w O1 N ay) E rn t''•'� c c o c x rya y o c p o-0 C -0 c a) aL) .u) N CL N > W V w0 -0 O c O N d) X N N C C O 0) d a) O N O 'w N N U m is 7 a >C C fad m C O O = y w -0 !'n ' O .r d N ' .0 O c y L c O U .yew �Lo a) rn a) 0 3 is E (D m y a) -j C ' Q. � Y 'D L O —I UC) _ N >L_ p__y Q N �6 O U C C r .,J > C U C a) N N .0 C N O � O � - r6 O c .n Y fn LL O In co 0) . 0 -6 o > .a) U 0-•" L O p c (0 C cc `° 3 N E E °) 3 N 0 o co > t C a) U Q O c 0` C L 0 O O C a) a) cm C d a) a) C C .� .0.. N U p L N C 7 0 O_ Q L ra a iz a.g• O - w @ E `. @ c cc C N-c n �a p a O N Q C c 0 C 3 0) r Y (D c .. E ;I c > T N C fa 74 ra (a O. C -C ra .y. N O 5 CV - U O E 3 O C N a= = V co > C O Y « ra L ra D_? C O .L.. rp tCp N r @ O C y a) L Q d A O C C O U m� M C �� .0. o a) Q r9 N f6 - _ J V C 'D a) O C -p 0)r6 c C O j C ra `—° E c -00 J J c or cu LL L C 0 ra ra N O L fO CC 3 0 0. N C -0 U rn U) > .colnq!jigQ iv1S 201-VOIS lsd.S-iv7 s�p1-IoAI ,sue�,�•t i,. t . �Zt/) '^ ■tom' —.��'/ _a„ ,� �� h- 1 ib � '±jam= a:_ �t*'..�µ�Yt.�r 'I/��•1. CS ^ ftk i r • CLI Co Som y 44 t. U � R-Matte® Plus-3 MA7C„ Wall Insulation MANUFACTURER APPLICABLE STANDARDS Rmax R-Matte@ Plus-3 is manufactured to meet the 13524 Welch Road physical property requirements of Product Dallas, Texas 75244-5291 Specification ASTM C1289, Type I. Phone-972-387-4500 800-527-0890 (Central) 800-845-4455 (Eastern) 800-762-9462(Western) Email: Rmax @rmaxinc.com R-Matte@ Plus-3 is accepted as a nonstructural Web Site: www.rmaxinc.com insulative sheathing board by the following major model building codes: National Building Code PRODUCT DESCRIPTION (BOCA), Section 2603; Standard Building Code R-Matte@ Plus-3 is a rigid foam plastic thermal (SBCCI), Section 2603; Uniform Building Code insulation board composed of polyisocyanu rate foam (ICBO), Section 2602. bonded to a durable white-matte non-glare aluminum facer and a reflective reinforced aluminum facer. APPLICATION/ INSTALLATION R-Matte@) Plus-3 utilizes an HCFC free blowing Applications - This product is designed to be agent. This sheathing insulation is suitable for use in covered with siding materials of wood, wood-based wall applications in new residential, commercial, products, hardboard, aluminum, vinyl, brick or stucco agricultural and industrial buildings and in thermal veneers. The white-matte finished (non-glare) side retrofit construction within existing buildings. of this sheathing panel is installed facing to the R-Matte@ Plus-3 is available in standard four(4) foot outside of the wall structure when the exterior siding wide panels. Standard panel lengths are eight (8) will be either wood, wood-based products, and nine (9)feet. Custom length panels are available hardboard, aluminum or vinyl sidings. The reflective for special orders. See "Thermal Properties" for aluminum side of the sheathing panel is installed to . standard thicknesses and thermal resistance values the outside of the wall when the exterior finish will be of R-Matte@)Plus-3. either brick or stucco. R-Matte@ Plus-3 is shipped in bundles that are Stud Wall Construction - R-Matte@ Plus-3 is approximately 48 inches high and wrapped in plastic applied to the exterior face of wood or metal studs to for easy handling. cover all studs, sills, plates and header constructions in order to provide insulation over details not NOTE: All Rmax products must be tarped, placed normally covered by insulation products. R-Matte@ on skids, and kept dry before and throughout Plus-3 may be secured to the studs with bugle-head construction. screws, galvanized roofing nails, or common nails driven through cap washers. The interior of the stud Technical Data wall system should be protected with a suitable TYPICAL PHYSICAL PROPERTIES: vapor retarder. Property Test Method Results R-Matte@ Plus-3 may be applied to the interior face Density, Overall, Nominal ASTM D1622 2.0 pcf of studs, metal or wood, to cover the interior face of Compressive Strength ASTM D1621 z16 psi these framing members. R-Matte@ Plus-3 may be Flame Spread,Core ASTM E84 35 or less secured with bugle-head screws, galvanized roofing Smoke Developed, core ASTM E84 75-160 nails, or construction adhesives. The interior of the Water Vapor .ASTM E96 <0.3 perm stud wall system should be protected with a suitable Transmission vapor retarder and thermal barrier. Water Absorption ASTM C209 <1%Vol. Dimensional Stability ASTM D2126 <2% 7 days,158°F, Linear Change Cavity Wall Construction - R-MatteO Plus-3 is 98%rh secured to the d face of the mason block wall Note: Physical Properties shown are based on data a obbtainetaine d Service Temperatures co to with a high grade adhesive. R-Matte@ Plus-3 can be under controlled conditions and are subject to normal cut by simple methods to fit between masonry joint manufacturing tolerances. Flame spread numbers are shown reinforcements placed to tie the brick veneer to the for comparison purposes only and are not intended to concrete block back-up. R-Matte@ Plus-3 is an represent the performance of R-Matte@ Plus-3 and related excellent cavity insulation product fitting between the components under actual fire conditions. masonry block and finished brick veneer of any residential or commercial product. (moo co o 3 c m M: a � � � � �o Q a 3 + n.t o n y co v► N Z � o :E o s o ° ti � 0 10 y rZ a ssAll 3 o Ss Q C cn0 o n coo o ° ti •� j N S a y co a o 3 ti X- o a x !D a �° Q ° m Z3 c 9 cn a 6 S �• °� a ° 3' n c o c 4, m a � ay , 9 o y' 10 ooz u°i fl (nU° 7 0 o p C 3 mi 0 'n p 4 `� q O L) D p 3 a ry� o y o n n �+ � 'r 3 m '° ° J 3 - o j 3 s o a m o ui Q n m ti o m o o y ti 3 Q o Q rVIA m 3 1i Q- N ° V, p n S S S C („ y m -3r p ci O p j �°f o p C Q o o °o c s p n z m s s y y :E =-*s_ < C7 01 M O 0- �" O °' a o� 3 0 °o co m 00 y N �- Ly t. (3n C C = S O O O N W N a `G 3 N S Ul U1 s O o v s -h n 4a 3 Q �OZ S . Z OH � 0 0 Q i { N T C Z q O- Q M C w O, =t N O O O Z O -3 W w o(0 I s CS z V 7O vO` LM s v N'C7 S O Z + { O (A Q 3 3 Z S s 3 00 0 < N y S < Z O 3 7c C CL S ID n � •rte-:�,�,�i�,* �' ��• CL Q1 CD Ckl y C-0) Q �.o n v 4. Q d t h N � U +- s N t = 0�1 oyi o a v v o) > u ° " a t N L O U > > O o y°- a o�i Q 3 a s i }o o f z V) a 3 , � +- in Q N in 0- w u a in •O �n O w O O =7 n- L CA) d Q s OL t y Y r } U to L C3 a L d c a y- }p . C p� + > u O= u c: L c L p Os WE } s W H s 3 3 in 3 3 a H a Q 3 o u °� v cn In Q U.j• ! N U �c } n s in L. in W N S d> y * L N L } l� 'L 10 O S L N V a ° ° Q ° -0 -- 3 G ' d � Q O d d d 0 ~1 C In a s - = T C 0! a. o } Q L vi s o f a h O L S 01 N O O = L E d N t CL S O L N Q S p 4••' d j O 4p S d .in } � a °us u L � � L c 3 .- Q 3 d of +- ° CL o ° } o 0 u o Q N a O L ° a 'm W of u rn a oLi a +_ } oui a +°- ° a } > a 0- r +"' � �a L d � � L s S L Q N `►- N d v1 V h L O Z c°i d L. Z u a L s } } s a Z °,� ct ° u "D o N rn N •° 3 N a —°O L a s CL a a > d �; oNi L s N U N 0 S N 7 = a n u N In - Z a '� L > a L S Q L N L U O D1 U L Q O O = W y > N in a o S N II X L L O t N V S to W U I- CL O S U V L N H as Q O Q Q Q LEGAL DESCRIPTION LOTS 2 . �� IJ u 14 BLOCK SUBDIVISION 1?-0 eL L'T Y TOLJ061'rG7 air ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 AT PAGE OF THE PUBLIC RECORDS OF r`l lbrj 1 - b h[A5 COUNTY, FLORIDA, 0,00 J : S ' 20 NOTES SURVEY FOR CONSTRUCTION OR SMPROVEHENT. THE ACCURACY OBTAINED BY THIS SURVEY WAS 1 FOOT IN- 10;000 , OR BETTER. WELL-IDENTIFIED FEATURES IN THIS SURVEY-AND MAP HAVE BEEN NEASUREb TO AN ESTIMATED POSITIONAL.ACCURACY OF 0.1 FEET. THIS 'DRAWING SMALL NOT -BE ALTERED OR 'REPRODUCED 'WITHOUT OUR WRITTEN CONSENT. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY, FEATURES INTENDED TO BE SURVEYED AND MAPPED MANHIDLES, INLETS, FIRE HYDRANTS, VATER VALVES PROPERTY LINES,CONCRETE SLABS;,AIR CONDITIONERS VAtER METERS,PLANTERS FENCES,EASEMENTS FROM RECORD PLAT,POLES.BUlLDINGS,ROADS AND TRAILS;STREAnAAKES,WATERWAYS,RAILRDADS,DRIVEWAYS,SIGNS OVERHEAD UTILITY 'LINES;SIDEWALK, PAVENENT,GENERAL 'PERMANENT STRUCTURES LOCATION SKETCH SCALE 1'= � , t5 LEGEND WM=WATER METER,FDH=FOUND DRILL HOLE,UE=UTILITY EASEMENT,DME=DRAINAGE AND MAINTENANCE EASEMENT,R/W=RIGHT OF WAY,N.T.S=NOT TO SCALE, F N&D=FOUND NAIL AND DISK OUL=OVERHEAD UTILITY' LINE FIP=FOUND 3/4' IRON PIPE UNLESS OTHERWISE NOTED,SIP=SET 3/4' X 18' IRON PIPE LB4476 P/L=PROPERTY LINE,CONC-CONCRETE,CL-CLEAR,O/S=OFFSET CLF=CHAIN LINK FENCE,WF=WOOD FENCE,O/L=ON LINE,TEL-TELEPHONE, A/CHAIR CONDITIONER CBS=CONCRETE BLOCK STRUCTURE,SWLK-SIDEVALK PAV-PAVEMENT,PWY=PARKWAY,R-RADIUS, A-CENTRAL ANGLE,T-TANGENT,A=ARC CH=CHORD, M/L=MONUMENT LINE,PC=POINT OF CURVATURE,ID=IDENTIFICATWN,RES=RESIDENCE PLT=PLANTER,FIB-FOUND 1/2' IRON BAR,FN=FOUND NAIL, MH=MANHOLE,WME=WALL MAINTENANCE EASEMENT,B/L=BASE LINE,WP=fWOOD POLE,CB=INL'ET FH=FIRE HYDRANT,WV=WATER VALVE,BF-BLOCK FENCE PBL=PLATTED BUILDING LINE,STL=SURVEY TIE LINE,PRC=POINT OF REVERSE CURVATURE PCC=POINT OF COMPOUND CURVATURE,BBL-BASE BUILDING LINE, TC NAIL AN DISK LB4476 PRM-PERMANENT REFERENCE MONUMENT, =C ENTERLINE,DELTA=CENTRAL ANGLE BM-BENCH MARK EL=ELEVATIION,SEC=SECTION,POB=POINT OF BEGINNING,POC=POINT OF COMMENCEMENT,E=ELECTRIC BEARINGS ARE ASSUMED ON G7 LJ Co 6 41T ( IJ S .NOTES+ THIS SURVEY IS NOT INTENDED TO BE USED FOR ANY CONDOMINIUM CONVERSION DOCUMENT THIS PROPERTY IS T--*"l e�D�a THAN 2 MILES AWAY FROM THE MIAMI-DADE COUNTY LAKE BELT AREA ALL DISTANCES AND DIRECTIONS�SHOWN ARE MEASURED UNLESS OTHERWISE NOTED, AND UNLESS INDICATED TO THE CONTRARY THEY ARE THE SAME AS THE PLAT DISTANCES AND DIRECTIONS LEGAL DESCRIPTION AS PROVIDED BY CLIENT UNDERGROUND PORTIONS OF FOOTINGS OR OTHER IMPROVEMENTS WERE NOT LOCATED. ' EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE, CqR ED INSTRUMENTS IF ANY AFFECTING THIS PROPERTY ^1 1. THE NATIONAL FLOOD INSURANCE RATE MAP DATED 1 ��DELINIATESTHE ABOVE DESCRIBED LAND TO BE SITUATED WITHIN ZONE I HEREBY CERTIFY, THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVE.DESCRIWE'D hi"" YES CORRECT AS.RECENTLY SURVEYED UNDER MY DIRECTION, ALSO THAT THERE ARE NO VISIBLE`E AC ��Sfii, kESS SHOWN, AND THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS SET BY THE 'FL' BISA'RD I]F�LR�ND SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 472.027 (F.S.) AND CHAPTE {} TlE L'I IDA ADMINISTRATIVE CODE, THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNE {y FOR, e ]SE ORDER NO. 2 - Qj D PROFE ONAL L SURVEYOR 0 ; ZAPPER'{' N0. 2852 .0 IDA. NOT VALID WITHOUT THE SIGNATURE AND'ORIGINAL ` RAISED SEAL OF A FLORIDA LICENSED SURVEYOR FIELD WORK DATE- Z - �'. AND MAPPER. LB 4476 CONTINENTAL LAND SURVEYORS INC 1700 SW 57TH AVE, SUITE 201 MIAMI, FLORIDA 33155 TELEPHONE,.(305) 262-1925 FAX 305) 262-2944 � �2. • vt V1,.3� ,Aon �, Nosh ;;J I 70v,\5, o e� OIL X GL Car-lri ��i � >J � X20. 2 � 1-7 co X355 I- �c I� m -41 — F �4'P ° jt11 L.p 1 hl! T-- T P.�U I L.-U 4;,i +�= V SKETCH OF SURVEY SCALE, 1'=20' E LEGAL DESCRIPTION L❑TS I2 BLOCK SUBDIVISION C-L L-1 Y 5C y t2,I 1 eG, CoI PoST-Ia,J,5 'ja,J StTG or ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 AT PAGE OF THE PUBLIC RECORDS OF I"'"i 16rl 1 COUNTY, FLORIDA- -2-,0 6vBTN �jJ-K=GT 1 . Z Z 3 Zp, 1'n ;1 3 33 NOTES, SURVEY FOR CONSTRUCTION OR IMPROVEMENT, THE ACCURACY OBTAINED BY THIS SURVEY WAS 1 FOOT IN 10,000 OR BETTER. WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED POSITIONAL ACCURACY OF 0.1 FEET. THIS DRAWING SHALL NOT BE ALTERED OR REPRODUCED WITHOUT OUR WRITTEN CONSENT. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY, FEATURES INTENDED TO BE SURVEYED AND MAPPED MANHOLES, INLETS, FIRE HYDRANTS, WATER VALVES PROPERTY LINES,CDNCRETE SLABS, AIR CONDITIONERS WATER METERS,PLANTERS FENCES,EASEMENTS FROM RECORD PLATROLES,BUILDINGS,ROADS AND TRAILS,STREAMS,LAKES,WATERWAYS,RAILROADS,DRIVEWAYS,SIGNS OVERHEAD UTILITY LINES, SIDEWALK, PAVEMENT,GENERAL PERMANENT STRUCTURES LOCATION SKETCH SCALE 1'= 'rtj LEGEND WM=WATER METER,FDH=FOUND DRILL HOLE,UE=UTILITY EASEMENT,DME=DRAINAGE AND MAINTENANCE EASE MENT,R/W=RIGHT OF WAY,N,T.S,=NOT TO SCALE, F N&D=FOUND NAIL AND DISK,OUL=OVERHEAD UTILITY LINE FIP=FOUND 3/4' IRON PIPE UNLESS OTHERWISE NOTED,SIP=SET 3/4' X 18' IRON PIPE LB4476 P/L=PROPERTY LINE,CONC-CONCRETE,CL-CLEAR,O/S=OFFSET,CLF=CHAIN LINK FENCE,WF=WOOD FENCER/L=ON LINE,TEL=TELEPHONE, A/C-AIR CONDITIONER CBS=CONCRETE BLOCK STRUCTURE,SWLK-SIDEWALK,PAV-PAVEMENT,PWY=PARK WAY,R=RADIUS,A-CENTRAL ANGLE,T-TANGENT,A=ARC,CH=CHORD, M/L=MONUMENT LINE,PC=POINT OF CURVATURE,ID-IDENTIFICATION,RES-RESIDENCE,PLT=PLANTER,FIB=FOUND 1/2' IRON BAR,FN=FOUND NAIL, MH-MANHOLE,WME=WALL MAINTENANCE EASEMENT,B/L-BASE LINE,WP=WOOD POLE,CB-INLET,FH=FIRE HYDRANT,WV-WATER VALVE,BF=BLOCK FENCE PBL:PLATTED BUILDING LINE,STL=SURVEY TIE LINERRC-POINT OF REVERSE CURVATURE,PCC-POINT OF COMPOUND CURVATURE,BBL■BASE BUILDING LINE, NC=ENCROACHMENT,IW-IRONVORK,(R)-RECORD,(M)=MEASURED,SN&D-SET NAIL AN DISK LB4476 PRMsPERMANENT REFERENCE MONUMENT, =CENTERLINE,DELTA=CENTRAL ANGLE BM-BENCH MARK EL-ELEVATIION,SEC-SECTION,POB=POINT OF BEGINNING,POC=POINT OF COMMENCEMENT,E=ELECTRIC BEARINGS ARE ASSUMED ON l Lj 6 g T Gj 5 T NOTES, THIS SURVEY IS NOT INTENDED TO BE USED FOR ANY CONDOMINIUM CONVERSION DOCUMENT THIS PROPERTY IS r -1 Q'Pi G THAN 2 MILES AWAY FROM THE MIAMI-DADE COUNTY LAKE BELT AREA ALL DISTANCES AND DIRECTIONS SHOWN ARE MEASURED UNLESS OTHERWISE NOTED, AND UNLESS INDICATED TO THE CONTRARY THEY ARE THE SAME AS THE PLAT DISTANCES AND DIRECTIONS LEGAL DESCRIPTION AS PROVIDED BY CLIENT UNDERGROUND PORTIONS OF FOOTINGS OR OTHER IMPROVEMENTS WERE NOT LOCATED EXAMINATION OF THE ABSTRACT OF TITLE WILL HAV^-E TO BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY THIS THE NATIONAL AFFECTING FLOOD IN URANCET RATE MAP DATED 1 I 1 ��DELINIATES THE ABOVE'DESCRIBED LAND TO BE SITUATED WITHIN ZONE I HEREBY CERTIFY, THAT THE ATTACHED BOUNDARY SURVEY OF T ABOVE DUCU IttD.P.BO4ER�Y~,IS CORRECT AS RECENTLY SURVEYED UNDER MY DIRECTION, ALSO THAT THERE.:ARE NO 'VIS"IDL•E N , > Hkklw S;UNLESS SHOWN, AND THIS SURVEY MEETS MINIMUM TECHNICAL STANDARD SET BYE;THE F �B /�R •,QfLAND SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 472,027 (F.S.) AND`�CHAP DA ADMINISTRATIVE CODE. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNi FOR, er ORDER N0. 2 - O Q, -O PROFE L' LAI� RVEYQ Al AMAPPER NQ, STATES IDA NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL FIELD WORK DATES stiff - Q RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LB 4476 CONTINENTAL LAND SURVEYORS INC 1700 SW 57TH AVE, SUITE 201 MIAMI, FLORIDA 33155 TELEPHONE, (305) 262-1925 FAX 305) 262-2944 Z vIL o.2 �I x-- E r� ° x �L I L if f> ri eT I�� � 15jI LbI0 c--p 1�8r" AL .._ b f 01� � ® I2•o3 �,�.�� 11 - Q 0. o l c L A nP No to t-�vI LU 104 0 t I � P;>.0 I L t)I V c' N VO SKETCH OF SURVEY SCALEi 1'=20' Barbara Capp, R.N., B.S.N. Executive Director qe 18001 Old Cutler Road Suite 368 Palmetto Bay,FL 33157 Tel:305-235-4730 Fax: 305-235-8278 2727 NW 167 Street Children's Miami,FL 33056 Rehab Tel:305-622-7575 Network Fax: 305-622-9464 Applicant Photographs WA Y tT ql� _,."y,__.-a.m.�nsq�.�--^ ...,.i,•,�—"i�.-...,tee-.,r.,,...,.,. ,. s Subject Property — 5920 SW 88th Street 9' \ Property to the East Y:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\September 1,2009\ERPB 09-058 Photograph Page.doc ~r r x Y r Property to the Vest Y:\ERPB`.ERPB Agendas\2009 ERPB AGENDAMSeptember 1,2009\ERPB 09-058 Phctograph Page.do.. a 'Rt „I r flyfl�U rr ib � S r c„ f 190 !III I(I!g11llllllll!1I UI IIII!IIII}Ull li iI� 1Vlfwur Iri�CirA�i'ry�tl � 5°r � u rrl ofl taa rung 1 •b ��r sL - i i it I l i sa �+7 6 4 14 I � -- an- pia' n. rW i„s k} Qd :� � • ' r �y�p4FCC� ��f ri f Iry r s kI p ��( ��•L,�&x 3... i n -r hn�� � j M 4 r I f�� rwf p � x�^r^';• A S� P � ,r � �I w ta"a'��r �" .� a ^�`"'?."'M�`" •�a: f � '4�;,�'' .v' .. .-w'ai+7Y`V 4a 5 u h a Ii `I f 1• I. f - r i t 4+ ,�:,, + ..., _i, i u Iii�°umI �� >•«^`� � .w.'., r, .w. 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':� i,?-" i ��,. v'�".�kR�� "..Ww dye:k SAS Ne'•° "l.. �.,�,w}.'"u `93 r � � m�r,-��57�:-:--* �vA `�r.�F�����'�`•.�jFS,�a� -�*; nc�k•rw z. r .. �� �„ -ruy,-: 'T, .* ,� - .f.�,'w . �a��� o->4, wz..a>�^"-^`,a.»a_v �,: ,.. '�a ._ s'�'"�C 3�'' .YS 3Lw., - .._. -.-. a.,�>� x. .��._•�>3#" '�cS .r. ,. � ..8:_ ». , �,.kk^s_w.... �s 7 hF Ef a m r8 F b+ r r m , .w _ r n Property Informatii-m Map Page I of 1 My Home Miami-Dade County, Florida MIAMI•DADE . . . - . . - Property Information Map Summary Details: T s./ +- Folio No.: 9-4025-028-1440 SW 67TH S Property: 5920 SW 68 ST Mailing 5920 CRN S LLC E Address: 11428 SW 109 RD MIAMI FL 33176- - Property Information: b r. 6506 RESIDENTIAL a 4_ Al ' ' Primary Zone: MIXIE-USE S DEVELOPMENT SW 68TH LIGHT CLUC: MANUFACTURING Beds/Baths: 0/0 Floors: 1 x t Living Units: 0 t + r✓ dj Sq Footage: 6,242 e' ti Lot Size: 14,600 SQ FT Year Built: 1950 R s OWNSITE OF ti 1711 tit � '�.� e" ' "'��' LARKINS PB 2-105 Z^,� a LOTS 11 THRU 14 INC . "i r Legal BLK 11 LOT SIZE �% ` ^Yr y Description: 100.000 X 146 OR .----•y " y uF �;` 3 19318-0018 1000 5 COC 26441-4849 06 2008 1 a F OR 26441-4849 0608 00 Sale Information: Sale O/R: 26441-4849 SW-70Tr s r _ Sale Date: 6/2008 Sale Amount: 1$875,000 Digital Orthophotograpi,/-2007 0 14 ft Assessment Information: This map was createc xi 8/20/2009 11:54:55 AM for reference purposes only. ear: 2009 2008 Web Site©2002 Miari-Dade County.All rights reserved. Land Value: $657,000 $657,000 Building Value: $72,747 $110,155 Market Value: $729,747 $767,155 Assessed Value: $729,747 $767,155 Taxable Value Information: Year: 2009 2008 Applied Applied ' axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/$729,747$0/$767,155 Count : $0/$729,747!$0/$767'155 City: $0/$729,747$0/$767,155 School Board: 1$0/$729,7471$0/$767,155 http://gisims2.miami dade.gov/myhome/printmap.asp?mapurl=rittp://gisims2.miamidade.go... 8/20/2009 t�Pry�� v - x\ IVA XT A4 j4 f / J •.�1 f` t.. 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