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FW-05-1105 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL y$�'rea H ee toR1t Phon (305)795-2204 Fax: (305)756-8972 Inspection Date: 02/13/2006 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: HUMBLES, ROBERT Work Classification: Concrete Precast Job Address: 69 103 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1121360130970 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments Inspector Comments Passed ':aAce r Failed El po_r r Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, February 10, 2006 Page 2 of 2 } r' Donald W Shackelford P.E. Structural Engineers & Planners PE-24803 7810 SW 66"Street Miami, K 33143 Tele: (305) 271-8040, Fax: (305) 273-1210 February 1, 2006 City of Miami Shores Building Department RE: Masonry Fence Inspection(s) Humbles Residence 69 NE 103 Street Miami Shores, FL Dear Sir or Mam, This letter states that this engineer has performed the required inspections for the foundation reinforcement and the vertical reinforcement for the concrete block fence at the above referenced address. These items were found to be in substantial compliance with the approved set of plans. If you should have any questions please do not hesitate to call. spectful , Donald Sha e ord P.E. A16 7- tU3 �Vr . Xr� 0.f //v - ORES Inspection Worksheet �... ��, Miami Shores Village 1005ff'N.E.2nd Avenue Miami Shores, FL = 'o 7 0Rivp P ne: (305)795-2204 Fax: (305)756-8972 Inspection Date: 01/31/2006 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Final Owner: HUMBLES, ROBERT Work Classification: Concrete Precast Job Address: 69 103 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1121360130970 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments 7 ro4cg 7 & J Inspector Comments - Passed � L IL FailedFN-,,71 0_AJ / Correction Needed 2 ��'!9'G2S AA) yyj v S7 0 �J CAS Re-Inspection � �,(WA.) 4Af Fee a ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday,January 30, 2006 Page 1 of 2 Inspection Worksheet .. .r,.m Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL y��TES 1N SO Ph e: (305)795-2204 Fax: (305)756-8972 Em MEN Inspection Date: 01/05/2006 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Footing Owner: HUMBLES, ROBERT Work Classification: Concrete Precast Job Address: 69 103 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1121360130970 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments FOOTERS INSPEC FOR CONCRETE FENCE Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75 No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday,January 4, 2006 Page 2 of 2 RE Miami Shores Village c+ 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status: APPROVED Issue Date: 12/28/2005 Expires: 12/05/2006 Permit Number: FW-12-05-1105 Owner's Name: ROBERT HUMBLES one: Permit Type: Fence/Wall Parcel#: 1121360130970 Work Classification: Concrete Precast Block: Lot: Job Address: 69 103 Street NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet: 160 HOME OWNER Yes Total Valuation: $ 3,000.00 Comments: Re uired Inspections NEW CONCRETE FENCE Final Foundation Additional Information Type of Construction:Concrete Precast Additional Info:NEW BLOCK FENCE 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.80 FW-12-05-23276 $389.40 Education Surcharge $0.60 Total: Permit Fee-Concrete&Masonry $320.00 Plan Review Fee(Engineer) $50.00 Scanning Fee $9.00 fy� ?)PAID Technology Fee $8.00 I-� Total: $389.40 NOTICE: In addition to the requirements of this permit, there may be Building Depart t File Copy additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT AcJI(A DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. plicant Signature Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 BUILDING ® � 5 Permit No. PERMIT APPLICATION P CATION Master Permit No. FBC 2001 "-""" N- �� Iumbing Permit Type(circle): Buildin Electrical Mechanical Roofing Owner's Name(Fee Simple Titleholder) 'Q-A::>15 t t- S Phone# -,2,c:�5 -:!>10 Owner's Address r° p �'j y E 1 CitAfkm 1 Sykd tLState �-Um r2 Zip Tenant/Lessee Name Phone# Job Address.(where the work is being done) N n 3 S ,Zl £ City Miami Shores Village County Miami-Dade Zip 3'J 1 3 FS Is Building Historically Designated YES NO Contractor's Company Name Phone# o �jl at rS Gfr3 Contractor's Address City M�7&r. State \— C- Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/En ineer's Name(if applicable) N 0-0, SV7c.,-L-"rp phone# -Z -71 413-04--0 $Value of Work For this Permit 3 C)c,® - Square Footage Of Work: ( {,4 L 1,..t ti• %oo(' Type of Work: ❑Addition DAlteration E]New [ Re e p place ❑Demolition Describe Work: Loco L ,u C-�E- 0 1 Submittal Fee$... Permit Fee$ 2) 2, l CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ 4 Scanning$ Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ �Or db Tota1No ee w Due$ �J F (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip _ J Mortgage Lender's Name(if applicable) VIAS€ V�,�yL4- &A0 r f C,4SV . Mortgage Lender's Address ice,(�. X S 617 b-5 t )--Lk -TS 'S S fo City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Si ature Owner or Agent 06Contractor The foregoing instrument was ackno a ged before me this The foregoing instrument was acknowledged before me this day of , 20 0�by_ — (–+ 4Uv41P5) day of ,20 by who is personally known to me or who has produced who is personally known to me or who has produced Ase ' cation who did take an oath. as identification and who did take an oath. NOTARY P - NOTARY PUBLIC: Sign Sign: Print: Print: 7 ti My Commission Expires Zh/j `,I t ouch PeredB My Commission Expires: 273059 Aaron N61:07 APPLICATION APPROVED BY: Plans Examiner Y 0 Engineer Zoning the 05/13/03 _o l Miami oresVi �e L��doo ` �LOR1Dp' AFFIDAVIT.. .. --STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, 6(A— 4u does hereby attest that the (property owner) attached survey,performed by ear I V�C�ar Zj U C - (name of surveyor's company) performed on is an accurate representation of the existing conditions and date of survey) 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 six(6)months 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 sayeth naught. Affiant/Property owner Witness(sign and print) t Y—.. , Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day of / C_ Affiant is personally known to me,_produced as identification. iii,' Gallo Pereda °4otaryV �:CDtl M116lon#DD273065 Dec. 7, 2007 � 4isiV •`` Aaron Notary I-WO-350-5161 VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURES TATEMENT I 9-O& ,AT- R0,4 tai being the legal property owner, for the property Located at: �6 H PA__ Ip 3 %'11C£4-V- Legally described as Lr>"� 2 c> res I -IF SE E t Z l 7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S.489.103(7),end I have read and understand the following disclosure Statement, which entitles me td cork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STA'T'EMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two-family residence or a farm out-building. 'You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for.your own use and occupancy.It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this ex.cmption. You may not hire an unlicensed person as your contractor.It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with-holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,building codes and zoning regulations. Proof of ownership provided itial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this day of pd , 20 0S. . By 9-�e r� T"t t,I,urrlk e S. who is personally known tome or who has Produced as identification and who di e an oath. Owner Notary t �����,j1Y'P�+++, Glt�PerE� Owner ':Commission#DD273065 = ?�< Expires: Dec. 7, 2007 Aaron Notary 1. OD-330.5161 Donald W Shackelford P.E. Structural Engineers & Planners PE-24803 7810 SW 66'*Street Miami, F1 33143C 1 '0 /1 OS/ Tele: (305) 271-8040, Fax. (305) 273-1210 ! l December 23,2003 CITY City of Miami Shores Building Department Py RE: Masonry Fence Inspection(s) C 0 Humbles Residence ` Y fj2 69 NE 103 Street Miami Shores,FL Dear Sir or Mam, This letter states that this engineer will perform the required structural inspections for the new masonry fence to be installed at the above referenced address. These inspections shall include, but not be limited to, concrete foundation reinforcement as well as concrete header reinforcement. It is the homeowners and/or contractors responsibility to contact this office for said inspections. If you ould have any questions please do not hesitate to call. R spectfull ti Donald Shac ford P.E. t . • 000 • • • .•• ana I d.:. W*-S- a:ckel f or d Re. Structural Engineers 8c Pl'anners PE-24803 7810SW 66TH St �.. : : .'. :'. :'. •.. � (,O� — � � �� rami, FL 33143 : : :.' :• '. Tele: (305) 271-8040, Fat:(305) IYJ-12 '0:•• ••� `"}` " �: r�,�r��� � NOVEMBER 29, 2005 HVMELES RESIDENCE - -------- 69 NE 103 STREET MIAMI SHORES, FL STRUCTURAL CALCULATIONS vo0 DESIGN OF OFFSET 5'- 0" CONCRETE WALL AGAINST OVERTURNING TRY36"X 1T"FOOTING WITH 16"OF SOK COVER GIVEN hcmu:=60•in+16•in hfooting:=12•in hfill:=16•in Lheal:=28•in h cmu=76-in L footing:=36•in h wall:=90•in wt cmu:=41•psf wt conc:=150•lb l'soil:=90•lb assumed LOADING Q �--- P :=1 •psE� Ibl� win8f d wwind :=Pwind.1.ft DETERMINE OVERTURNING MOMENT t6" � M overturning:_W wind-h wall (h wall+h fill+h footing 12 1 2 +J M overturning=821.2•lb•ft Y • • •.• • • • ••• DETEREMINE RESISTING fAOMI!Nr . . . ... . ... wt block =wt �h cmn 1 ft 11t soi�'3,soil-h f ll.L heal.1-ft . . . . . . . . . . ... ... . . . . wt block=259.7•lb wt soil=280-lb .. . . . .. ... .. . ... . . . . .. . wt footing'=wt conc•L footing•h footing; ft� ••• •• Wt footing=450-lb /8•in wt footing L footing L heal M resisting'=(Wt block)'1 2 + 2 +wt soil2 +8•in M resisting=1274.9-lb-ft CHECK OVERTURNIG WITH 1.5 S.F. 1.5'(M overturning) =1231.991bft < M resisting=1274.9•lbft OK 2 � . 0 . ... .. .. . . . .. .. . ... . . . • ' 101ASONRY--CQACrete Masonry Design System National Concrete Masonry Association Pgct: 5'WALL '• 00 ::*Name: HVMELES RESIDENCE . . . . . .. . . . .. Topic: : : 0 ; Date: 11-28-05 Page: •" "' • Chkd: Design of a Reinforced Masonry Wall.witb.Out-of Plage Loads . . . . . . . . Using the 1999 MSJC ASD be&hh Goae:.0 :' •. . . . . . . . .. . . . . . ... .. Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight=41 psf(From Tables) Type S mortar Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Concrete Density= 115 pcf 4 Unit Compressive Strength = 1900 psi 76 t fm = 1500 psi (From Tables) Em =900f = 1350000 psi Wall Design Details Thickness= 7.625 in. Height= 76 in. (Simply Supported Wall, Effective height= H) x= 3.813 in. #4 Bars, Grade 60 Reinforcement Spacing =48 in. On-Center Wall Support: Simply Supported Wall Specified Load Components Load P (lb) a (in) W1(psf) W2 (psf) L(in) h1 (in) h2 (in) Dead 0 0 0 0 0 0 8 Live 0 0 0 0 0 0 8 Soil 0 0 0 0 0 0 8 Fluid 0 0 0 0 0 0 8 ind 0 0 18 18 0 0 76 Seismic 0 0 0 0 0 0 8 Roof 0 0 0 0 0 0 8 Rain 0 0 0 0 0 0 8 Snow 0 0 0 0 0 0 8 �� II T1 OWASONRY--'C8;erete Masonry Design System National Concrete Masonry Association Prjct: 5'WALL •; ;, Name: HVMELES RESIDENCE Topic: Date: 11-28-05 Page: "' "' Chkd: .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. Controlling Load Cases Section Forces with Controlling Flexure and Axial Load--D+ L+ Lr+ S+ R+ W x/H = 0.610 from bottom of wall V=-12.54 Ib/ft ML= 1030.5828 Ib4n./ft P= 101.27 lb/ft aten = 0in MT= ML+ Pen =,2N-5-82-81—b--1-n—/ft Moment Capacity=6053.9705 Ib-in/ft(504.49754 Ib-ft/ft) at this axial load Shear Capacity= 1049.5886 Ib/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force--D+ L+ Lr+ S + R+W x/H = 0.000 from bottom of wall V= 57 Ib/ft ML= 0(b-in./ft P=259.667 Ib/ft at en = 0 in MT= ML+ Pen = 0 Ib-in/ft Moment Capacity=6598.614 Ib-in/ft at this axial load Shear Capacity= 1049.5886 Ib/ft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used V=-12.54 Ib/ft(Computed from Loads) M, = 1030.5828 Ib-in./ft (Computed from Loads) _ .. .. % .. ... . IWASONRY--Whdrete Masonry Design System National Concrete Masonry Association Prjct: 5'WALL •; ;, ;, Name: HVMELES RESIDENCE Topic: Date: 11-28-05 Page: "' "' Chkd: P= 101.27 Ib/ft at e= Q fYf(CoCngftcCftprn Lbap%) . ... . . . . .. . ... . .. . . . . ... .. Computed Design Values Note: 1/3 stress increase was used Effective Width = 48 in. Web Width = 8.313 in. on e Allowable Shearing Force 1049.59 Ib/ftk The wall is adequate in shear Required As= 0.02213 in2 each reinforced cell (0.005533 in2/ft) OK d = 3.813 in. n =21.48 kbalanced=0.3092 ibalanced = 0.8969 k= 0.08639 j= 0.9712 Pmax(Compression) = 78009.7 lbs(19502.4 lbs/ft) OK Pmax(Tension) =6400 lbs(1600 lbs/ft) OK :The wall ate capacity. 1` DONALD W. SHACKELFORD, P.E. 24803 7810 S.W.%.-j6'jfi .41Y.L.91ARI, FL 33143 (305) 271-8040 Copyright 20 0 by, TQi:d;ll! 4ngineering, P.A. Tampa, Florida . * '006 . . . . ... CUSTOMER : HVMELES RESIDENCE JOB NUMBER 69 NE 10 $%REFI, :KTAM;••StIORES DATE 11/29/2005 DESCRIPTION WALL WIND OVtIMIMING: . . . . . . . . . . ... ... . . . . *** DESIGN WIND LOADS - ASCE 7-98 *** .. t**..O%VER.STRUCTURES *** . ... . . . . .. . WIND VELOCITY = 9Q.MP.Fi; ••• • • EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1 . 00 Kzt = 1 . 00 GUST FACTOR = 0. 85 *** SOLID SIGN *** MEAN ROOF HEIGHT = 5. 0 FT Kh = 0. 849 qh = 17 . 6 PSF DISTANCE, Z = 5. 0 FT Kz = 0 . 849 qz = 17 . 6 PSF SIGN HEIGHT = 5. 00 FT SIGN WIDTH = 50. 00 FT GROUND LEVEL SIGN WIND LOADS H/W = . 10 Cf = 1 .20 F = 4489 LB P = 18 . 0 PSF NOTE: The load, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution of the force through the center of pressure should be checked. Refer to ASCE 7-98 Table 6-8 . r � �n ;57\ m o 0 ^ cZ I � 1 z D f ? -T1 ICS I cn a � � < - - - - --- - - - - - - - - --- - C 9.50 AWH. �� . .. 9: 75.00' {� f< 0.25' .... /+ • . • � { I m • . ..i.i. ••.ii• •..i•• i•.••. X. 10.00 • :....: ..•. .... I ••.••• •• • ••...• 14.50' •. i. ••: .. I I 22.2(7 • • • • N I I NQ fI I (I � cn_ 0mn> c�n 15.45' ro 0 W m x—x—x mN z O I.G5c z " I z i 030o690D05x I Z rn (� rn S K m o _ m to I O� rnNi 0 -V o m 0zO o m v om � o I� m o -n ItD O m i 18.50' N m 0 I rn 1 1.80' 1'ORGh O con IoO Q 13.70' 15.93' o Z I Q p � I Gt1 j O 1� zo a N O 'v -n it Im-n 8 =� ism r m v $ 155.409 0 A W Qac 01 1 m I W 75 .00' 1;5 N io I 11.oa PKNVY a I v m I � I CO r I NW 103th 5T. 44.00 — 1A1 WWW — • •••••• W I • ••••• ••• • •••••• • • • • .• BASWWTHE RPM-IftURANCE• RATE ?AAP OF THE FEDERAL EMERGENT MANAGEMENT AGENCY CERTIFIED TO: FIELD WORK REVISIONS • • 7/I�/ i • • ROBERT AND GABRIELA HUMBLES DATE 07-17-03 DATE RE"610 4THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE X • • -"- 6-0-6-6- • •• TRUST TITLE INS. INC. BASE FLOOD ELEVATION• COMMUNITY 12OG52 PANEL NUMBER 0093 SUFFIX J OLD REPUBLIC NATIONAL TITLE INS. CO. CHASE MANHATTAN MORTGAGE CORP. ESSORS LEGAL NOTES As THER NTERESTSDMAAY APPIEARS THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSNIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINATE RECORDED INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY, THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS t/ PROVIDED BY CLIENT. THE LIABUN OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHMENTS, IF ANY. ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO GENERAL SERVICES GROUP, INC. NOE AGUILAR LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IIPRONEMENTS OF CARIBBEAN N.A. CONSULTING, INC. PROFESSIONAL SURVEYOR AND MAPPER ANY NATURE. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIMI. IF SHOWN, LICENSE No. 5571 ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE BOUNDARY SURVEY IS 1147 NW 138th AVENUE ABOVE 1:10000. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, MIAMI, FL 33182 NOT VKM WiTHOLIr THE SLATE CF flTH1DA FOR THOSE PURPOSES A TOPOGRAPHIC SURVEY IS REQUIRED. PHONE:(305) 207-7080 FM(303) 207-7191 ro3UMEWR"�°"p""`"�"`�L°f� LEGEND AND ABBREVIATIONS ORDER No. 03-07103 AJC - NR CONOITIONNC PAD E.N.C. - ENCROACHMENTM/L - MONUMENT LINE R - PADR)S D.M.E. DRAINAGE AND MAR1TENANCE EASEMENT A -AMC DISTANCE F.M. - FIRE HYDRANT N.G.V.D. - NATIONAL GEODETIC VERTKN.DATUM RAD. - RADIAL W/M - WATER METER BLDG. • BUILDING F.I.P. - FOUND IRON PPE O.E. - OVERHEAD ELECTRIC LINE RES. - RESIDENCE FPL - F.P.L. BOX C.B. - CATCH BASIN F.R. - FOUND RERAR P.B. — PLAT BOOK R/nY - RIGHT OF WAY U.P — UTILITY POLE C.B.S. - CONCRETE BLACK STRUCTURE LF.E. - LOWEST FLOOR ELEVATION P.C.P. - PERMANENT CONTROL.POINT SEC. - SECTION n — CENTRAL ANGLE CL. - CLEAR HOR DISTANCE LP.LP - LIGHT POLE MEASURED P.O. - PAGE S.I.P. SET IRON PIPE //— - WOOD FENCE P.O.B. - POINT OF BEGINNING STY - STORY --K-- . CHAIN LINK FENCE CA - CENTER LIFE (R) - RECORD N.T.S. - NOT TO SCALE SWK - SIDEWALK VSLB - C.B.S. WALL CONC. - CONORETE D - DELTA U.E. - UITUTY BASEMENT B/C - BLOCK CORNER