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BPP-13-1326Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 205067 Permit Number: BPP -6 -13 -1326 Inspection Date: January 02, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BRUCE, JON & KIMBERLY Work Classification: New Job Address: 1113 NE 98 Street Miami Shores, FL 33138 -2507 Project: <NONE> Contractor: ESSIG POOLS INC Building Denartment Comments Phone Number Parcel Number 1132050180260 Phone: 305 - 949 -0000 NEW SWIMMING POOL, SPA AND PAVER DECK OVER In Passed Comments INSSPEPE CTOR COMMENTS False SAND BASE. 12200 GALLONS Inspector Comments Passed c CREATED AS REINSPECTION FOR INSP - 193435. Must pass elec/ plumbing first. Need access to house to verify pool alarm Failed Correction Needed ❑ Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 January 02, 2014 Page 1 of 1 s - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204142 Permit Number: BPP -6 -13 -1326 Inspection Date: December 17, 2013 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: BRUCE, JON & KIMBERLY Work Classification: New Job Address: 1113 NE 98 Strppt Miami Shores, FL 33138 -2507 Phone Number Parcel Number Project: <NONE> 1132050180260 Contractor: ESSIG POOLS INC Phone: 305 - 949 -0000 Buildina Department Comments NEW SWIMMING POOL, SPA AND PAVER DECK OVER SAND BASE. 12200 GALLONS Infractio Passed Comments INSPECTOR COMMENTS False 5 Inspector Comments Passed CREAT OR INSP - 203844 � laulh Arms C PY C_ Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 17, 2013 Page 1 of 1 if Y 5'x0.7' 0.4'CL. C.B.S. 6'CH C.B.S.— WALL r• ,a 0.80' i � ENC. NAIL To 1.0•CL. 6'CH.L.F. H c c I 0 8M 0 r n m 0 �f n o ° r- 04 GARBAGE is AI FY 10.0' ASPH. PAV. 95.00 ' Au -=y 0.4'CL. 5'x0.7' 6'CH C.B.S.— .—,--- WALL ,a 0.80' i � ENC. g 'top O O d e FDA /2" Q: I P. r- 04 GARBAGE is AI FY 10.0' ASPH. PAV. 95.00 ' Au -=y SHEEP 2 OF 2 FD.1 /2" I.P. s X-.=. i S o 0 OF) i f tFU ftCo cn IM rr3?.6{3 °'% r "/ r �, 5 C zd /` , r PL ,f � CONC. ;SLAE _ _ / ,, � : � I FL 19 6'" ` ;4'x0.7' 12.73 C.B.S. WALL ix in C4 ASPHALT DRIVEWAY ;O N Q GP FD.1 /2" =� 95.00'(R /M) ASPH. RETURN 27.0' PARKWAY °ao G� M ® ® t21' ASPHALT PAVEME - _ -ftf%nV NE ® 98TH STRE m.oal!il ,r =a r. Z _ 1.o1u =ti A /C.»•.»»»• »...Apt C0NOnIO aER ASP*. PAY„. » »A%w#MT PAVEMENT T TANGENT C/S.»»»» .CONCRE7E SLM CL _»»_ — ._HEAR CONC » » » CONCRETE ENC F......»». ».». ».FENCE I P .. piON PIPE P.C......»»»» »PCWT OF CURVATURE PKW »»». »PARKWAY P/L ------ PROPERTY UNE P.C.P-----PERMANW CONIRC. PDINT P.R.YL» » »PEf�IAAt�1T REFERENCE MONUMENT (R)......».»». »....RECORD (R/M)......«...RECORD AND MEASURE) R/ML...........»ISG*T -CF -WAY SWK. ---- SIDEYIAUC P.T.____. »»POINT OF TANGENCY L»»».»»»..»»AENQTH C*»» « » CNOtD DISTANCE R._.»»»»»...RADwS NoTm (DA C.B.S. ' (DA THE ELECTRICAL PLUMBING MECHANICAL THOMAS Y,IINC. 8125 SW 120 ST (786) 242 -7( (786) 242 -6494 DRES VILLAGE i p- Y DATE h nu"� rav DATE FIELD WORK SCALE I SURVEY NO. 10/03/2013 1 " =20' 13- 1187 REVISED FOR POOL AND DECK SETBACKS 12 /13/2013 5' F. 'top d .53' r 0 Q ad '-t ».t 'o :0' OU N . a o ' 0 30.00' 11.44 • 0 14.0' 4' ` 5 5' POOL 5.5• 0 c 9P5; �r • °. ao .5.00. i� r-: ✓.'r , C NG' i 'DECK . DECK ° • . CONC. in ov b3 '°o, , 17.35' 60 SHEEP 2 OF 2 FD.1 /2" I.P. s X-.=. i S o 0 OF) i f tFU ftCo cn IM rr3?.6{3 °'% r "/ r �, 5 C zd /` , r PL ,f � CONC. ;SLAE _ _ / ,, � : � I FL 19 6'" ` ;4'x0.7' 12.73 C.B.S. WALL ix in C4 ASPHALT DRIVEWAY ;O N Q GP FD.1 /2" =� 95.00'(R /M) ASPH. RETURN 27.0' PARKWAY °ao G� M ® ® t21' ASPHALT PAVEME - _ -ftf%nV NE ® 98TH STRE m.oal!il ,r =a r. Z _ 1.o1u =ti A /C.»•.»»»• »...Apt C0NOnIO aER ASP*. PAY„. » »A%w#MT PAVEMENT T TANGENT C/S.»»»» .CONCRE7E SLM CL _»»_ — ._HEAR CONC » » » CONCRETE ENC F......»». ».». ».FENCE I P .. piON PIPE P.C......»»»» »PCWT OF CURVATURE PKW »»». »PARKWAY P/L ------ PROPERTY UNE P.C.P-----PERMANW CONIRC. PDINT P.R.YL» » »PEf�IAAt�1T REFERENCE MONUMENT (R)......».»». »....RECORD (R/M)......«...RECORD AND MEASURE) R/ML...........»ISG*T -CF -WAY SWK. ---- SIDEYIAUC P.T.____. »»POINT OF TANGENCY L»»».»»»..»»AENQTH C*»» « » CNOtD DISTANCE R._.»»»»»...RADwS NoTm (DA C.B.S. ' (DA THE ELECTRICAL PLUMBING MECHANICAL THOMAS Y,IINC. 8125 SW 120 ST (786) 242 -7( (786) 242 -6494 DRES VILLAGE i p- Y DATE h nu"� rav DATE FIELD WORK SCALE I SURVEY NO. 10/03/2013 1 " =20' 13- 1187 REVISED FOR POOL AND DECK SETBACKS 12 /13/2013 LEGEND OF SURVEY ABBREVIATIONS A ..... ARC DISTANCE A/C .... AIR CONDITIONING C ..... CALCULATED C.B ...... CATCH BASIN CL.... CLEAR CIL .... CENTER LINE ENC ... ENCROACHMENT P.C. .... POINT OF CURVATURE FIP .... FOUND IRON PIPE P.OS... POINT OF BEGINNING O.H.... OVERHANG W.M.... WATER METER P.B.... PLAT BOOK M ..... MEASURED PIL ... PROPERTY LINE CONC..CONCRETE UP ... UTILITY POLE F.D..... FOUND CERTIFY TO: Jon T Bruce And Kimberly H Bruce LEGAL DESCRIPTION: CBS ... CONCRETE BLOCK STRUCTURE CAL ...OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG.. BUILDING CAL .... CHORD DISTANCE D.E..... DRAINAGE EASEMENT F.H..... FIRE HYDRANT R ..... RADIUS NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRC ... POW OF REVERSE CURVATURE RAD ... RADIAL RIW ...RIGHT OF WAY SEC... SECTION SCR... SCREENED S.LP.... SET IRON PIPE SINK ...SIDEWALK U.E..... UTILITY EASEMENT CHLF..... CHAIN LINK FENCE Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178b, 178c, 179a, 180a & According to the Plat thereof as recorded in Plat Book: 43 Page: 69 Public Records of MIAMI -DADE County, Florida. ADDRESS: 1113 NE 98TH STREET MIAMI SHORES, FL 33138 Encroachments Noted: 1 LOCATION SKETCH SCALE: h1"F 5. NE _ 99TH _ ST_ 7 6 5 4 15' ALLEY 16 17 18 19 2( 274.74'(M) NE 98TH ST to r< M NOTES: A) All Clearances wWor encroachnwnts shown hereon are of apparent nature. Pena ownership by v1suol means. Legal ownership of fences not determined. B) This survey is hrteaded for mortvp or refMana purposes only exclusively for this use by those to whom it Is certified. Title survey Is not to be used for construction. permHthg, design, or any other use wMW written can - sent of Thomas J. K.ely. Inc. Q Cade restriction and title search are oat reflected on this survey. D) The flood shown hereon does rat imply that the referenced property will or will not be free from flaadhtg or dump cad does not create liability an the part of the firm, any officer or employee thereof. for any damage that testdts from reliance on sold hlfamnatien. E) The loads depleted hereon were surveyed per the h"ai descOpHan and no cidnw as to aww%hlp or matters of title are made or haplied. P) Underground EnaeacWtwnts. If any. tat located. I 01by certify shot the snxy repreasoted swats the minis an technical stan- d h by the Board of Land Surveyors in -17.� to 17.052 Fla. Admht. Code pttrsuW 4 A27 Pla. Statutes, PEREA, P.S. 81 M. #4858 'FLORIDA UNLESS IMPRINTED WITH AN SURVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 19". 3. THIS IS A BOUNDARY SURVEY. Sheet 1 of 2 FLOOD ZONE: X _THIS IS A FLOOD. /HAZARD ZONE ✓ THIS IS NOT A FLOOD HAZARD ZONE PANEL NO.% 306/L COMMUNITY #: 120652 DATE OF FIRM: 09M 112009 BASE FLOOD: N/A FINISH FLOOR: WA LOWEST WA ADJ GRADE B 2 10 hZ LLJ ao I� W THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX bATE 10/03/2013 WORK ISCALE 1,t = N.T,5 . ISUR 13-11187 . 12 - 13b2.0IS 1 4 5'x0.7' C.B.S. o WALL FD GARBAGE o NAIL v �l l 0 U 1.0'CL_` -°a 6'CH:L.F. "I U? 1 C k 10.00' 1 n Y J m C� F- O J 0 x u- a \ a ck� 1 N Q 0.4'CL. 5'x0.7' 6'CH. F C.B.S. -..�T WALL (D O.80' EN C. x 0 O FD.1 /2" cn I.P. 0 0 N Q h M 95.00') 10.0' ASPH. PAV. c� 1 o "°0 o 5'CH.L.F.to 1 o v 33.53' � o of ~o 00 FES. Niij N. a 5' a o> 0 30.00' 0 7 0' O U 11.48' 14.0' N N ( n C5 5.4' 5.5' POOL ci 5.5' ° ",n 00 3fir6Qr �' �; 5'CHXL.F•,- y -8.00. 5' 5' r 1 4'-/ �r 1:3'� . PL w ui a, , ONQ. 70 m 'r . > 0 1.9.•6 12.73'(C o °� � 1. 7.35' °° ' 6:0' �•. J zz in SHEET 2 OF 2 FD.1 /2" I.P. N v �� o 0 a_ 0 rn v d- m ONE SXi 'i' IN x FES. Niij LLI —1 N ✓ /, i 8.0' N / O 3fir6Qr �' �; 5'CHXL.F•,- / PL 14x60: ui CONC.. SLAB _ 1.9.•6 12.73'(C J zz >o 00. Q0M ASPHALT DRIVEWAY Ui N 95.00'(R/M) ASPH. ASPH. "iA RETURN RETURN 27.0' PARKWAY ADMONAL LEGEM OF ABOFEVIATIOM A /C .................AIR CONDITIONER ASPH. PAV....... ASPHALT PAVEMENT T ........................TANGENT C/S ...................CONCRETE SLAB CL .. .............CLEAR CONC .....................CONCRETE ENC ............... ENCROACHMENT F ....................FENCE FD ..................FOUND I.P .................IRON PIPE P.0 ...............POINT OF CURVATURE PKWY ........... PARKWAY P/L .............PROPERTY LINE P.C.P .............PERMANENT CONTROL POINT PAM........... PERMANENT REFERENCE MONUMENT (R) ....................RECORD (R/Id) ........... RECORD AND MEASURED RES ...............RESIDENCE R/W ..............RIGHT —OF —WAY SINK .............SIDEWALK P.T ...............POINT OF TANGENCY L ...................LENGTH CH. ...................CHORD DISTANCE R .................RADIUS ±21' ASPHALT PAVEMENT — — NE 98TH STREET — NOTES OA C.B.S. WALL ENC. 0.8' INTO THE SUBJECT PROPERTY n Y J m Go 0 J 4'x0.7' C.B.S. - WALL FD.1 /2" I.P. THOMAS J. KELLY INC. L°B # 6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET ;PINECREST,. FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/03/2013 1 " =20' 13 -1187 _REVISED FOR POOL AND DECK SETBACKS 12/13/2013 co a O J Lo D: J Q e 0 Lo rl I LEGEND OF SURVEY ABBREVIATIONS A ..... ARC DISTANCE AID .... AIR CONDITIONING C ..... CALCULATED CM ...... CATCH BASIN CL.... CLEAR CIL .... CENTER LINE ENC ... ENCROACHMENT P.C. .... POINT OF CURVATURE PIP .... FOUND IRON PIPE P.O.B... POINT OF BEGINNING O.H.... OVER HANG WAL ... WATER METER P.B.... PLAT BOOK M ..... MEASURED PlL.. .PROPERTY LINE CONC .. CONCRETE UP ... UTILITY POLE F.D..... FOUND CERTIFY TO: Jon T Bruce And Kimberly H Bruce CBS :.. CONCRETE BLOCK STRUCTURE O.U.L ...OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG.. BUILDING C.H..... CHORD DISTANCE ILL . — DRAINAGE EASEMENT F.H..... FIRE HYDRANT R ..... RADIUS NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRO ... POINT OF REVERSE CURVATURE RAD ... RADIAL RAN ...RIGHT OF WAY SEC... SECTION SCR... SCREENED S.LP. .... SET IRON PIPE SWK...SIDEWALK U.E..... UTILITY EASEMENT CHLF..... CHAIN LINK PENCE LEGAL DESCRIPTION: Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178b, 178c, 179a, 180a dt According to the Plat thereof as recorded in Plat Book: 43 Page: 69 Public Records of MIAMI -DADE County, Florida. ADDRESS: 1113 NE 98TH STREET MIAMI SHORES, FL 33138 Encroachments Noted: I LOCATION SKETCH SCALE: NT. 5. NE _99TH _ ST_ 7 6 5 4 1 b- ALLEY 16 '17 18 19 2( 274.74'(M) } —t NE 98TH ST in M NOTES: A) AI Qearanms acd/or enaoaciena s shown hereon are of apparent nature. Faces ownership by visual means. Legal ownership of ferias not determined. B) This awry Is intended for mortgage or refinance purposes only ew1whely for this Um by those to whom it to certified. This survey is not to be used for construction. Permitthg, design, or any other use without written con- sent of Thomas J. ", in. Q Code restriction and title search are net reflected an thin eurwy. D) The flood Wormation shows hereon doss not imply that the refermxed properly will or will not be free from floodbng or damage and does net create I Illy on the part of the firm. any officer or employee thereof. for any damage that reacts from reliance on mid information. E) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. F) Underground Ena vachmeafs. If any. not located. I certify that the annvry repnvffiertted fiats the minhmw teehntcel stan- d a h by the Board of Land Surveyors in - 17.050 to 17.052 Fla. Admin. Code pummant 4 .�7 Fla. Statutes. PEREA, P.S. & M. #4858 FLORIDA UNLESS IMPR1NTEO WITH AN SUIWEYORS'S SEAL NOTES: I. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. iF SHOWN, EL ERR ELEVATIONS ARE REFERRED N.G.V.D 1929. S. THIS LS A BOUNDARY SURVEY. t Sheet 1 of 2 FLOOD ZONE: X _THIS IS A FLOOD HAZARD ZONE ZTHIS IS NOT A FLOOD HAZARD ZONE PANEL NO.% 306/1- COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: NIA FINISH FLOOR: NIA. LOWEST NIA ADJ GRADE l 10 S LAJ '5Z Ie_ W THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LANb PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY. NO. 10/03/2013 1n' = NTS . 1 13 -1187 I SHEET 2 OF 2� 1< 5'xO.7' C.B.S. o WALL ° FD. GARBAGE 1$ A'L'� 10.0' ASPH. PAV. N NAIL 95.00`(R /M) I.P. Fl v b w°o 5'CH.L:F.'IO� .coo .0 0 1.0 'CL -._ o v 33.53' `- o of ^o do P. 0 6 CH.L.F. x 5 ^. r 7:0... o c) a iv . ¢ o : 0 30.00' 0 11.48' Do { N °' ° POOL 10.00 ^ < 9 :5' ° �r 14.0' 5.4' 5.5' 5.5' <• o`n0 .8.00 5' 5' .10 ,1 J I= M o U-1 �.2' a a M 9.0' .4' DtCI ° a. CONS. in d < DI=CK o X I O Mo m r ' 7a5.m f 17.35' 00 ' 6:0' 4. Y \ m m .04 I cn ONE"S 0W, ' X Cfl FES. N6,, U7S1 O /l `- 8.0' "'�/ y 31.60 5'CH.L.F. r 9.90 / , 0.4'CL. 5'x0.7' 6'C HT. L.F C.B.S. -... WALL D 0- 80' EN C. x 0 O FD.1 /2" I.P. a 0 0 r•� o cn a- 0D Qom ASPH. RETURN J ADMONAL LE COO OF ABBFEVIA11oto A/C ............ _ ... AIR CONDITIONER ASPH. PAV....... ASPHALT PAVEMENT T ................. _ ..... TANGENT C/S ...................CONCRM SLAB CL ... .............CLEAR CoNC ......................CONCRETE ENO ... .......... ENCROACHMENT F ....................FENCE FD ..................FOUND I.P .................IRON PIPE P.0 » ..... ........ POINT OF CURVATURE PKWY ........... PARKWAY P/L.. „ .......... PROPERTY LINE P.C.P .............PERMANENT CONTROL POINT P.R.M.-.....-.PERMANENT REFERENCE MONUMENT (R) .... _ .............RECORD (R/M) ........ ...RECORD AND MEASURED RES._ ............ RESIDENCE R/W ..............RIGHT -OF -WAY SWK ............SIDEWALK P.T. ............ . POINT OF TANGENCY L ...................LENGTH CH ....................CHORD DISTANCE R .................RADIUS 1.9..6' 12.73'(0 . ASPHALT DRIVEWAY �t Lti N 95.00'(R /M) 27.0' PARKWAY ±21' ASPHALT PAVEMENT NE 98TH STREET ASPH. RETURN \ . M NOTES OA C.B.S. WALL ENC. 0.8' INTO THE SUBJECT PROPERTY J m 00 F- 0 4'x0.7' C.B.S. - WALL FD.1 /2" I.P. v 0 0 0 0 rn g i 0 Lo O O 0 Do 3 -- o~ Lo rl- THOMAS J. KELLY , INC. L.B # 6486. SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, .FLORIDA_33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/03/2013 1"=20' 13 =1187 REVISED FOR POOL AND DECK SETBACKS 12/13/2013 d Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 203844 Permit Number: BPP -6 -13 -1326 Inspection Date: December 02, 2013 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: BRUCE, JON & KIMBERLY Work Classification: New Job Address: 1113 NE 98 Street Miami Shores, FL 33138 -2507 Project: <NONE> Contractor: ESSIG POOLS INC Building Denartment Comments Phone Number Parcel Number 1132050180260 Phone: 305 - 949 -0000 NEW SWIMMING POOL, SPA AND PAVER DECK OVER SAND BASE. 12200 GALLONS Infractio Passed Comments INSPECTOR COMMENTS False Passed El Inspector Comments" y t IT c- e� 1''I , I I / o Correction Needed (\ / pe �, G Re- Inspection Fee No Additional Inspections can be scheduled until re4nspection fee is paid. For Inspections please call: (305)762 -4948 December 02, 2013 Page 1 of 1 � � s LEGEND OF SURVEY ABBREVIATIONS A ..... ARC DISTANCE A/C .... AIR CONDITIONING C ..... CALCULATED C.B. ..... CATCH BASIN CL.... CLEAR C(L .... CENTER LINE ENC ... ENCROACHMENT P.C. .... POINT OF CURVATURE FU+.... FOUND NON PIPE P.O.B... POINT OF BEGINNING OX ... OVER HANG W.M.... WATER METER PAL... PLATBOOK M..... MEASURED PIL ... PROPERTY LINE CONC..CONCRETE UP... UTILITY POLE F.D..... FOUND CERTIFY TO: Jon T Bruce And Kimberly H Bruce LEGAL bESCRIPTION: CBS... CONCRETE BLOCK STRUCTURE O.U.L. ... OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG .. BUILDING CJL .... CHORD DISTANCE D.E..... DRAINAGE EASEMENT FJL .... FIRE HYDRANT R ..... RADIUS NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRO ... POINT OF REVERSE CURVATURE I140 ... RADIAL RM.. JUGHT OF WAY SEC... SECTION SCR... SCREENED S.LP ..... ET IRON PIPE SWK...SIDEWALK U.E..... UTILITY EASEMENT CHLF..... CHAIN LINK FENCE Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178b, 178c, 179a, 180a & According to the Plat thereof as recorded in Plat Book: 43 Page: 69 Public Records of MIAMI -DARE County, Florida. AbbRESS: 1113 NE 98TH STREET MIAMI SHORES, FL 33138 Encroachments Noted: 1 LOCATION SKETCH SCALE: N.T. 5. NE 99TH _ ST 7 8 5 4 15" ALLEY 16 17 18 19 2( 274.74'(M) — -} - NE 98TH ST in NOTES, A) AU Cleoronees and/or enaroadumu is shosm hereon are of apparent tmtmro. Pam rime ship by vinual means. Legnl menamhtp of fawn trot determined. 8) This survey Is Intended for movtgoge or mflnance purposes Only excito sly for this use by times to whew it to earHfled. This sarvay h not to be used for constmIcHon. perm". design, army other use whhawt w 4It con- wart of Thomas T. Kelly. Ina. 0 Cade roshft" a and tide search are not mftec%d on " mu-my. D) The fiend Information shown hereon does trot hnpty that the referenced prop" will or will not be fma from flaadkV or damage and does rat awte Itabghy on the part of the fb4n, any officer or employes thereof. for any damp that results from rWk= an send Informatlon. E) The lands depicted hereon were surveyed per the WO desatlift and no datms IS to mmmuhtp or matters of this am made or tmpltad. F) Ualwaround Enaoacienea s. If any.. trot loeated. I cerHfY that rho survey roprosented In the minimum techded ston- orth by the Board of Lad Surveyors to _17.050 to 17.082 Fla. Admin. Code pa wAmt Se 4 .t�7 Pie. Statutes. PEREA, P.S. & M. #4858 FLORIDA UNLESS IMPR1NM WITH AN SURVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.B.V.D 1929. 3. THLS IS A BOUNDARY SURVEY. Sheet 1 of 2 FLOOD ZONE: X _THIS IS A FLOOD HAZARD ZONE Z THIS IS NOT A FLOOD HAZARD ZONE PANEL NO.% 306/1. COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: N/A FINISH FLOOR: WA LOWEST NIA ADJ GRADE I. A s I c� f ?`c !Q w THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LANb PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX bAT0/03/2013 WORK ISCALE 1,t o r1 i S , ISUR 1E�Y NO. SHEET 2 OF 2 1 5'x0.7' 0.4'CL. 5'x0.7' 6'CH.L.F. C.B.S. -► r 15 O 0.80' ° EN C. WALL o FD. v GARBAGE 10.0' ASPH. PAV. N x 0 FQ:1 f2" NAIL 95.00'(R /M) I.P. I.P. x= v L.F. ON 0 1.0'CL_� �° P L -°° 6'CH.L.F." o 0. 5;' ° ° 70' o v -c,4 , <b o 30.00' o N o POOL .� 10.00' < 9s5' ° 14.0' 5.4' 5.5 5.5'. 1'.'4$ 1 •8.00' . 5' S' in Of O 6.2` ° DtCR °, CONC. 'bt6j< L a I , ° .1�3' 0.x o N ' ]7' 5do7.35 ' ° :00, 6.0 �. 61.10` ° .I N .10.60' .Lo .-. ONE STORY to r C FiES: No. 1113 \x ¢ N m r- N 07 I— 0 Q 8.0 0 co `q eq 9.90' 31.60' 5 CHx.L.F. - �. 0 q N 0 U7 r- to CONC. ;SLAB '-I < ' ° 1.9.°6' • ° f ASPHALT DRIVEWAY 95.00'(R /M) d- L6 N N 4'xO.T 1.2.73'(C C.B.S. WALL ASPH. ASP RETURN RE 27.0' PARKWAY ±21' ASPHALT PAVEMENT 3 -- _ _ - _ PAiami Shon NE 98TH SATJfMffED BY .JNIIMG DEPT r a47013 , ADDITIONAL LEGEND A /( ..................AIR CONDITIONER ASPH. PAV....... ASPHALT PAVEMENT T ........................TANGENT C /S ....................CONCRETE SLAB CL .. .............CLEAR CONC . » ..................CONCRETE ENC ...............ENCROACHMENT F_ ................. FENCE FD ..................FOUND LP .................IRON PIPE P.0 ................POINT OF CURVATURE PKWY ........... PARKWAY P/L .............PROPERTY LINE P.C•P .............PERMANENT CONTROL POINT P.R.M ........... PERMANENT REFERENCE MONUMENT (R) ................ ..MOM (R/M) ........... RECORD AND MEASURED RES ...............RESIDENCE R/W ..............RIGHT -OF -WAY SINK .............SIDEWALK P.T ...............POINT OF TANGENCY L ................... LENGTH CH ....................CHORD DISTANCE R. ................. RADIUS CJ 0-1 a 0 0 rn n z 0 0 0 io p y DATE O mLDG DEPT =_ - NOTES ? SUBJECT TO COMPLIANCE WITH ALL FEDERAL OA C.B.S. VjR=lEMn0CWUNTY RULES AND REGULATIONS INTO THE ERTY THOMAS J. KELLY , INC. L.B # 6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 2.42 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/03/2013 1"=20 1 13 -1187 0.4'CL. 5'x0.7' 6'CH.L.F. C.B.S. -► r WALL O 0.80' EN C. CL ao v I ¢O 04 x 0 0 FD.1 /2" I.P. 0 q N 0 U7 r- to CONC. ;SLAB '-I < ' ° 1.9.°6' • ° f ASPHALT DRIVEWAY 95.00'(R /M) d- L6 N N 4'xO.T 1.2.73'(C C.B.S. WALL ASPH. ASP RETURN RE 27.0' PARKWAY ±21' ASPHALT PAVEMENT 3 -- _ _ - _ PAiami Shon NE 98TH SATJfMffED BY .JNIIMG DEPT r a47013 , ADDITIONAL LEGEND A /( ..................AIR CONDITIONER ASPH. PAV....... ASPHALT PAVEMENT T ........................TANGENT C /S ....................CONCRETE SLAB CL .. .............CLEAR CONC . » ..................CONCRETE ENC ...............ENCROACHMENT F_ ................. FENCE FD ..................FOUND LP .................IRON PIPE P.0 ................POINT OF CURVATURE PKWY ........... PARKWAY P/L .............PROPERTY LINE P.C•P .............PERMANENT CONTROL POINT P.R.M ........... PERMANENT REFERENCE MONUMENT (R) ................ ..MOM (R/M) ........... RECORD AND MEASURED RES ...............RESIDENCE R/W ..............RIGHT -OF -WAY SINK .............SIDEWALK P.T ...............POINT OF TANGENCY L ................... LENGTH CH ....................CHORD DISTANCE R. ................. RADIUS CJ 0-1 a 0 0 rn n z 0 0 0 io p y DATE O mLDG DEPT =_ - NOTES ? SUBJECT TO COMPLIANCE WITH ALL FEDERAL OA C.B.S. VjR=lEMn0CWUNTY RULES AND REGULATIONS INTO THE ERTY THOMAS J. KELLY , INC. L.B # 6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 2.42 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 10/03/2013 1"=20 1 13 -1187 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 203844 Permit Number: BPP -6 -13 -1326 Inspection Date: December 02, 2013 Permit Type: PoolslWhirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: BRUCE, JON & KIMBERLY Work Classification: New Job Address: 1113 NE 98 Street Miami Shores, FL 33138 -2507 Project: <NONE> Contractor: ESSIG POOLS INC Buildina Deoartment Comments Phone Number Parcel Number 1132050180260 Phone: 305 - 949 -0000 NEW SWIMMING POOL, SPA AND PAVER DECK OVER SAND BASE. 12200 GALLONS Infracdo Passed Comments INSPECTOR COMMENTS False Passed El Inspector Comments s �'` s` 01-1 �,-� 1 5-16"t- ` �-- I;A,�J�'I ' 'j Failed �'� �� [El i-5 �„r �a �6 %J °-, Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. H'_ For Inspections please call: (305)762 -4949 December 02, 2013 Page 1 of 1 LEGEND OF SURVEY ABBREMTIONS A ..... ARC DISTANCE A/C .... AIR CONDITIONING C..... CALCULATED C.8 ...... CATCH BASIN CL.... CLEAR CIL .... CENTER LINE ENC ... ENCROACHMENT P.C. .... POINT OF CURVATURE FIP .... FOUND IRON PIPE P.O.B... POINT OF BEGINNING OAL ... OVER HANG W.M.... WATER METER P.B.... PLAT BOOK M..... MEASURED PIL ... PROPERTYLME CONC..CONCRETE UP ... UTILITY POLE F.D..... FOUND CERTIFY TO: Jon T Bruce And Kimberly H Bruce LEGAL DESCRIPTION: Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178b, 178c, 179a, 180a & According to the Plat thereof as recorded in Plat Book: 43 Page: 69 Public Records of MIAMI -DADE County, Florida. ADDRESS: 1113 NE 98TH STREET MIAMI SHORES, FL 33138 Encroachments Noted: } LOCATION SKETCH SCALE: N, I .5 . NE- 99TH _ ST _ — — 9 7 6 5 4 3 I ,- w 2 Ix z 15' ALLEY �L.I � k O 16 17 18 19 20 1 �+—. co 130' 274.74'(M) --lt-- N£ 98TH ST 1 � - 15.24' Lo M NOTES: A) All Clearances and/or encroachments shown hereon are of apparent nature. Fenix ownership by visual means. Legal ownership of fences net deterulned. B) This sury Is Intended for mortgage or refinance purposes only exclusWdy for this use by those to whom It is eerMfiad. This survey is not to be used for construction, pamnHthng, design, 1 may other use without written cou- sant of Thaatas 7. Kelly, Inc. Q Cade restriction and title seaah are not reflected an this survey. D) The flood Ifomaton shwm hereon does not haply that the refereacod pep" will an will rat be free from flooding or damage and does not create liability on the part of the fhva, any officer or employee thereof, for any damage that nmwdts Fran reliance oa said Information. E) The lands depicted hereon were surveyed per the legal desartption aml no claim as to ownership or matters of title are made or Implied. F) Undargramd Encroachments. if may. net located. I 00Y certify that the survey represented pasts the mtnimmn technical stan- &49?7 h 6y the Board of Land Surveyors In _17.080 to 17.062 Fla. Admla. Cade pm�mt Flo. Statutes. PEREA, P.S. A M. #4858 FLORmA UNLESS IMPRINTED WITH AN SUAVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN. ELEVATIONS ARE REFBUIED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS. 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX bATE 10/03/2013 WORK ISCALE 1„ = NTS . ISURVEY 1 O. I r Sheet 1 of 2 CBS ... CONCRETE BLOCK STRUCTURE NGVD ... NATIONAL GEODETIC VERTICAL DATUM O.UA- ...OVERHEAD UTILITY LNG PRO ... POW? OF REVERSE CURVATURE FLOOD ZONE: X P.C.C... POINT OF COMPOUND CURVE t(AD ... RADIAL _THIS I5 A FLOOD P.O.C... POINT OFCOMMENCEMENT R1W.. JUGHT OF WAY (HAZARD ZONE BLDG..BUILDING SEC... SECTION ✓ THIS IS NOT A FLOOD CJL.... CHORD DISTANCE SCR... SCREENED HAZARD ZONE D.E..... DRAINAGE EASEMENT SJ.P ..... SET IRON PIPE PANEL NO.:. 306/1. F.H...... FIRE HYDRANT SINK. •.SIDEWALK COMMUNITY #: 120652 R ..... RADIUS U.B. .... UTILITY EASEMENT DATE OF FIRM: 09111/2009 CHLF..... CHAIN LINK FENCE BASE FLOOD: N/A FINISH FLOOR: N/A LOWEST N/A ADJ GRADE Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178b, 178c, 179a, 180a & According to the Plat thereof as recorded in Plat Book: 43 Page: 69 Public Records of MIAMI -DADE County, Florida. ADDRESS: 1113 NE 98TH STREET MIAMI SHORES, FL 33138 Encroachments Noted: } LOCATION SKETCH SCALE: N, I .5 . NE- 99TH _ ST _ — — 9 7 6 5 4 3 I ,- w 2 Ix z 15' ALLEY �L.I � k O 16 17 18 19 20 1 �+—. co 130' 274.74'(M) --lt-- N£ 98TH ST 1 � - 15.24' Lo M NOTES: A) All Clearances and/or encroachments shown hereon are of apparent nature. Fenix ownership by visual means. Legal ownership of fences net deterulned. B) This sury Is Intended for mortgage or refinance purposes only exclusWdy for this use by those to whom It is eerMfiad. This survey is not to be used for construction, pamnHthng, design, 1 may other use without written cou- sant of Thaatas 7. Kelly, Inc. Q Cade restriction and title seaah are not reflected an this survey. D) The flood Ifomaton shwm hereon does not haply that the refereacod pep" will an will rat be free from flooding or damage and does not create liability on the part of the fhva, any officer or employee thereof, for any damage that nmwdts Fran reliance oa said Information. E) The lands depicted hereon were surveyed per the legal desartption aml no claim as to ownership or matters of title are made or Implied. F) Undargramd Encroachments. if may. net located. I 00Y certify that the survey represented pasts the mtnimmn technical stan- &49?7 h 6y the Board of Land Surveyors In _17.080 to 17.062 Fla. Admla. Cade pm�mt Flo. Statutes. PEREA, P.S. A M. #4858 FLORmA UNLESS IMPRINTED WITH AN SUAVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN. ELEVATIONS ARE REFBUIED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS. 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX bATE 10/03/2013 WORK ISCALE 1„ = NTS . ISURVEY 1 O. I r 5'xO.7' C.B.S. 0 —1 ATE WALL '*� FD. 0 NAII rFM -OWOMPLIANCF WITH ALL FEDERAL U'kICT PROPERTY SIA-fl- ANDCOUNTYRULUS AND REGULATIONS 1.0'CLI 0 6'CH.L.F.,4 a U? an GO 10.00' co b X 0 to K m (0 C14 0 0 -j 9.90, OXCL L* 5'x0.7' 6 lcl-�L C.B.s.. WALL o 0.80' ENC. O O 0 FD.1/2- 1. P. DEC 0 AIDDIMONAL LEGEND OF: ABBREMI A/C .................AIR CONDITIONER ASPH. PAV ASPHALT PAVEMENT T ........................TANGENT C/S ....................CONCRETE SLAB CL.................... CLEAR CONC .....................CONCRETE ENC .............. ENCROACHMENT F ..........._......FENCE FD ..................FOUND I.P*.*.*.*:*.*.,.:*.*.*.'.*.I*RON PIPE P.0 ................POINT OF CURVATURE PKWY .......... PARKWAY P/L . ........... PROPERTY LINE P.C.P .............PERMANENT CONTROL POINT P.R.M ........... PERMANENT REFERENCE MONUMENT (R) .................... PErM (R/M) ........... RECORD AND MEASURED RES ..............RESIDENCE R/W .. . ........ AGHT-OF-WAY SINK .............SIDEWALK P.T ...............POINT OF TANGENCY L ...................LENGTH CH ....................CHORD DISTANCE R ..................RADIUS NOTES (DA C.B.S. V INTO THE SHEET 2 OF 2 FD. 1 /2" I.P. ON PA rn Do F- 0 -i 4'xO.7' C.B.S. — WALL O O O D.1 Ul Lp lo id�iami Shores Village ATE 70NING'DEPT BLDG DEPT rFM -OWOMPLIANCF WITH ALL FEDERAL U'kICT PROPERTY SIA-fl- ANDCOUNTYRULUS AND REGULATIONS T3 FF 13 - 1-3 Z-G THOMAS J. KELLY . INC: L..B # 6486 SURVEYORS — MAPPERS —LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242-7692 DADE (954) 779-3288 BRWD (786) 242-6494 DADE FAX (954)779-3260 BRWD FAX S� SURVEY NO. DATE FIELD WORK 1,�C�A2LE 0. 10/03/2013 1 =20 13-118' 7 q1, BUILDING Miami Shores, Village Building Department 10050 NE-2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fam (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILD JOB ADDRESS: JUN 12 20'13 _ v; FBC � Permit No. Master Permit No. ROOFING City: Nfiami Shores County: Miami Dade Z.ip: �J 1 3 2�!s Folio/Parcel#: l! S 2 o Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):� C C-- Address:ll City. 6�-'l —. t �1 c�,�S State: Zip: 3 13r� Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: ESSIG POOLS, INC phone#: 305- 949-0000 Address: 1800 NE 151 ST City: NORTH MIAMI State: FL Zip: 33162 Qualifier Name: DANIEL ESSIG Phone#: 305 - 949 -0000 State certification or Registration t CPCO52505 of Competency #. Contact Phone# 305- 949 -0000 Email Address: PERMITS @ESSIGPOOLS.COM DESIGNER: Architect/Engineer. PFEIFFER ENGINEERING pho. 786 -235 -2435 Value of Work for this Permit: $ ,t5® ®An<:D Sgnare/IAnear Footage of Work: Type of Work: UAdditiO4 DAlteration ew ORepair/Replace Description of Work: Color thru tile: 14-L I Submittal Fee $ Permit Fee $ /\)6)0 CCF $ CO /CC $ ODemolition Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Trainina/FAucation Fee $ Technology Fee $ Double Fee $ Stmctaral Review $ _ TOTAL FEE NOW DUE $-2, k "" 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 I 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 v exceed- 500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien r e l be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice co a must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is 'sued n ab ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged -_igaatt�e - a Si Own or Agent n for The foregoing mgtmment was acknowledged before me this � The fore ' g instrument w owledged before me thisa O day of s i I 20 i3 byJ- ---, i� day of 20 by t °) awn to me or who has produced --/ as identification and who did take an oath. who is personally known to me or who has produced who is As identification and who did take an oath. N ARY %IUMBILIJ: NOTARY PUBLIC -STATE OF FLORIDA Yorleny M. Hernandez Commission #DD90441i i 1 fl 'Expires: SEP. 27, 2013 Print: My My ,n #DD90441Ii SEP 27, 2013 aor n� r, co, DiC APPROVED BY Plans Zoning n ` f I Structural Review Clerk (Revised 3n212012)(Revised 07/10 107)(Revised 000 OM)(Revised 3/15/09) CFN: 20130403594 BOOK 28641 PAGE 583 -Iqq DATE:05=013 09:41:01 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY I I. `NOTICE OF COMMENCEMENT A BEOORBEB COPY bUT BE POSTED ON TNB JOB SITE AT TIME OF FOIST INSPECTION PERMIT NO, TAX FOLIO NO.!) a?-40S d f 8 'c2 (o D STATE OF FLORIDA: COUNTY OF MIAMI -DADE, THE UNDERSIGNED hereby glues notice that Improvements wM be made to ontem real property, and in accordance wish Chapter 713, Florida Statutes, the following Informatlon Is provided in this Notice of Corrmenc emsr>t. Space above reserved for use of recording office description of property and street(addfessl 4VOt'-V eL f\/l Of 33 3.0wner(s) name and address: ✓ &.. c- c= I I i 3 N+✓ ----..'T Intermit in property: 421tt- ary'1t '=:!;10 a Name and address of fee simple Mee�h�older: FZ5810 POOLS, INC 1 Con nil l�©R�Ti�f�M�AdMI, FL833'62 P b. Surety: (Payment bond required by owner from contractor, if any) Nam, address and phone number: Amount of bond $ B. Lenders name and address: 7. Persona within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71&13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to nscalve a copy of the Lfenor's Notice as provided In Section 713.13(1)(Q, Florida Statutes. Name, address and phone number: 9. Exphftn data of this Notice of Commencement: (to expInfi n date N 1 year from the data of reou tg wtus a different date Is speaf 4 WARNINGTOOWNEM ANYPAYMEM MADE BYTHEOWNERAFTERTHEEXPIRATION OFTHE NOTICEOFCOMMENCEMENTARECON31DERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 716.13. 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 RECORDINGYOUR NOTICE OF COMMENCEMENT. S?$! e(s) of Owtter{s Owner(s)r Authorized OfilcedDlreotor/Partner/Manager By Print N Print Nama Titla/Offlce Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADS .f-y. N T PUBUC•STATB OFFI 2 The foregoing Instru rent was soknowledged before me this, day of y t � �g� ff Mer t J ;oruas, known, or ❑ produced the following type of ktet Signature of Notary Public: Print Name: 4 (SEAL) that the facts stated In It are true, to the best of my Signatures) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: ' ' "` i�t.../ BY "...3 STATE OF FLORIDA, COUNTY OF DADE pCOUN 1 HEREBY CERTIFY that the foregoing is a true and wwrtrtee�� copy 11 the original an file In t is 2 affix June �3 AD '20 O HARVEY RUVIN, CLERK, of C17 d Courtly Courts. pyo amowc PpQ Deputy Clerk If "y 900724 `cc'0unrr tF`o -- �O 06/21/2013 09:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 3735 93059499171 06/21 09:16 00'20 1 OK 01001 Permit No: BPPI3 -1326 .fob Name: June 20. 2013 Page 1 of 1 P &Z Critique Sheet S . Pool equipment and pad must be located not less than 10 feet from side plot line and 5 feet from rear plot line. I)Pvid Dacquisto P&7_ director 305.795.2204 Miami Sliores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: BPP13 -1326 Job Name: June 20, 2013 Page 1 of 1 P&Z Critique Sheet 1. Pool equipment and pad must be located not less than 10 feet from side plot line and 5 feet from rear plot line. David Dacquisto P&Z director 305.795.2204 Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: BPP13 -1326 Job Name: June 20, 2013 Page 1 of 1 P&Z Critique Sheet 1. Pool equipment and pad must be located not less than 10 feet from side plot line and 5 feet from rear plot line. David Dacquisto P&Z director 305.795.2204 Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 5/7113 Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2012 0 � 111 ft This map was created on 5/7/2013 1:15:54 PM for reference purposes only_ Web Site © 2002 Miami -Dade County_ All rights reserved. M Close MIAMI-DADE oft Summary uetails: olio No.: 11- 3205 - 018 -0260 roperty: _ 1113 NE 98 ST Mailing ON T BRUCE ddress KIMBERLY H BRUCE admit Value: 113 NE 98 ST MIAMI SHORES eds/Baths L oom 3138- Pronerty Information: rimary Zone: 1100 SGL FAMILY - 2301- and Value: 500 SQ 143,269 .001 RESIDENTIAL - LUC: 204,909 1330,182 admit Value: INGLE FAMILY eds/Baths 312 oom 1 iving Units: 1 d j Sq Footage: ,213 of Size: 880 SQ FT ear Built: 1950 25,000/$315,087 V PL MIAMI SHORES oard: EC 8 PB 43-69 LOT 17 LK 179 LOT SIZE Legal Description: RREGULAR COC 25246- 473 10 2006 5 OR 27017- 1014 0909 01 Assessment Information: e ar: 2012 2011 and Value: $171,923 143,269 wilding Value: $203,628 204,909 1330,182 admit Value: $375,551 348,178 ssessed Value: $340,087 50,0001$290,087 EttemDtion Information: ear• - 2012 2011 Homestead: $25,000 $25,000 nd Homestead: YES YES TaYahL- Value Information: ear: 2012 2011 Applied Applied axing Exemption/ Exemption/ uthority- Taxable Value: Taxable Value: Regional: 50,0001$290,087 50,000/$280,182 unty: 50,000/$290,087 50,000/$280,182 ity: 50,000/$290,087 50,000/$280,182 chool 25,000/$315,087 25,000/$305,182 oard: Sale Information: ale Date: /2009 ale Amount: $355,000_ ale O /R: 27017 - ?014 gisirris2.rriarridade.go lmyhome/printmap. asp ?mapurl = http:// gisims2. Marridade .goVou4xdmd_jxop_s0l421004560560835885.jpg &scale = 111 &folio=11320501... 1/2 L f 5 Miami Shores Village Building & Zoning Department Attention: Building Official certify that I am the legal owner of the property described as 'V 8 I° 43 —(e=,9 L-,=5r- 17 ,ELI Y- 1-79 located at I s-r- 1�1t_ � ► h �r�S '�- 33 � 3 In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at I c f 3 .5't— Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346 -91. (Submit Manufacturer's Specifications). A continuous, one -piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturers Specifications). — A combination of non - dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and locp* 6 of all non dwelling walls. Florida Building Code, R4101.17.1 V Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturers Specifications). Any combination of protection which incorporates dwelling walls with openings directly Into the pool perimeter and all doors will be equipped with a self - latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturers Specifications). In accordance Private Swimn by Of i the Code, the pool may not be filled with water without compliance with the randpthe Requirements, and upon expiration of the permit, the pool shall be erstand that not having one of the above Installed will constitute a an d will be considered as committing a misdemeanor of the second d In Section 775.082 or Section 775.083 F.S . This form must be signed ime contractor. AND DATE ExpT: J " 27, 201 THRD ATLANTIC 1e0SDL \G Co' L;C. div#t[TS S TURE AND DATE NOTARY Yol+ --4 iiA. %arr,mi�{ �ipil a I;r,�(1r��1 Expifvzi: u E -1 7. 2013 IPTAT! A741fir uDIIL; 0mt'VEt When the batteries ere loaded, a red LRD light on the front of the unit will flash onus and a single beep will sound. This Indicates the unit is set up and ready to worts. KNT tY DELAY: After the unit Is set up, there will be an 6-12 second alarm delay with the red LED light flashing. After this, the alarm is ready. The Sara Pool is designed to sound a loud alert when childmn enter through a Bob Pool protected door I gate. When properly Installed, the Bmrs pool will allow adults to pass through the protected door I gets and Immediately shut off the sounding alarm. When powered, the cafe pool is always in protected made. The alarm will activate the instant when the door I gate opens by more then 1 inch (when the magnetic sensors are apart by mots than 1 Inch). Once the alarm motivates, It will sound continuously until the BYPASS button is pressed. When passing through the doodgmte from the opposite side, where the additional BYPASS option is included (8188A does not Include the additional BYPASS button) and mounted, press that outside mounted BYPASS butizan to tempararily disarm, open door, enter and close the door quickly. The unit will re-arm itself within 8-12 seconds. When the alarm volume becomes low, or the unit does not produce normal alarm sound, the red light will illuminate. Replace with (3) 1.5V AAA batteries. The Safe pears plastic resists ultraviolet rays from direct sunlight exposure. However, slight discoloration over time Is normal. Important Warranty Information: A dated proof of purchase is required for warranty service customer Service : 1- 88a- STi -CHKO (1-88"83-2450) Websits: www.teohkousa.00m Mfg. By 9707 Research Drive Irvine, CA 920184028 MADE iN CHINA USA Patent; No. 5,473,310 No. 6,727,819 No. 7,187,380 THIS PRODUCT IS pROTECTO UNPOR F®IRRAL PAAWg p�R TI� 0 tKj AND QOOPYR CrOTIT OLA ®AND DUPIJCA11ON OR OWULATION bP THIS PRODUCT Is piawn76D uicirr BY wRmm AUTHORIZATION OF TRCHKO, INC. TRCHKO AND THII< CONFIGURATION OF THIS PRODUCT AM TRORMARKS Op T0HKO INC. CONYRmSHT 1994 TRCHKO, INC. M.I. RIGHTS RRSSIMMU Mar IN CHINA J1 U x �. �_ . ' T Congratulations on your purchase of the TKCHKO Safe Pool model 8189A/ SIBOD safety alarm. The Safe Pool can be used to provide a high volume alarm apart when children have entered a pool or spa area. The 8189A/ S189D can be used outdoors on wood doors/ windows / gates. Easy installation for gate or door protection " Weather / Water resistant " (3)1.81/ AAA batteries (Included) d Htgh output 100.110 dB B-tone alarm siren One button BYPASS operation Low battery LED displayy Optional additional BYPASS button for delayed entry from either side of door or fence (81 BRA not Included) Optional additional ma8netlra sensor for screen door exit /entry (S1 BOA not fnaluded) Alarm siren is VERY loud; NEVER place the unit close to ears. Install the unit high enough to be out of reach of children S189D - additional delay button may be mounted on the other side of the entrance. When pressed, it will datayy the alarm 8 A2 seconds before alarm Is triggered, sliewing time to secure the door / gate. * S189D - additional magnetic sensor allows the unit to be used on sliding door with screens. Alarm will sound only when both magnetic sensors are apart. Keep this manual for future reference. The Safe Pool can provide valuable protection when used correolly. However, it cannot guarantee complete protection against accidents or injuries. Therefore, TECHKO cannot be held responsible for any loss, damage, or Injury that may occur. WARNING: head all Instatlatlon and operation Instructions thoroughly before proceeding with Installation. Before Installing the battery, use a rubber band to temporarily secure the two magnetic sensors together with the arrows pointing toward each other to avoid setting off the alarm unintentionally during the installation of the alarm. INSTALLING THE DATTERY 1. Remove the battetgr cover of the unit and Install the new (3)1.15V AAA eatterles (Included) ($so Mg. 1) 2. If you are sensitive to loud sound, pions wear ear protection adsinst the loud alarm siren before testing the alarm. 3. Once the battery is connected the unit Is now ON and working. To test the alarm siren, make sure you have ear protection before testing. After ear protection Is In place, separate the magnetic sensors apart by more than 1 Inch. The alarm shouid sound Immediately au. 1 after the sensors are separated. Press the BYPASS button and Inimedtetel secure the two magnet sensors together again to avoid the alarm sounding off unintentionally. MOUNTING: WARNING: The lalarm should be positioned close to am door high enough to be out of the reach of children. As each mounting a placation varies, WCHKO suggests testing e oarrmuar er Itly ns mountingg the 81 and A effectiveness D. Fig. 2 MOUNTINO INDOORS USING DOURL&SIDRD TAPS Make sure that the mounting surfaces for the double-sided tapns ere completely alean. Attach the double -sided tapes onto the rear of the unit, and then secure the unit onto the desired mounting surface. MOUNTING INDOORS USING SGRIFIV Using the provided mounting template printed In this manual, mark the position of the screw hole on the desired mounting surface. Drid the screw in to the mounting surface with approximately 0.1211 Inch of thread 8 remaining. Slide the unit over the screw and secure the unit by ppushing It downward as shown In Plg. 3. You may need to adjust the screw towards or away from the mounting surface to provide a more Fla. 3 secure A MOUNTING r`H5 SENSORS INDOORS Make sure that the arrows of each sensor are pointed towards each other. Using either the double4lded tape or the screw provided, mount t - a sensors so that they am less then 1 Inch any from each other. Please make sure that the wired portion of the magnetic sensor is mounted on the non - moving pardon of the mounting surface and the standalone sensor is mounted on the door / gate (bee Pig. 4 /M o. B). MOUNTING OUTpoORS ON WOODEN GATS8 Using the provided mountin template printed In this manual, (nark the position of the.sorew hole on the desired mounting surface. Drill the screw In to the mounting surface with approximately 0.126 Inch of thread remaining. Slide the unit over the screw and secure the unit st tha sscrrewg ttowardds or away from the mountin® You may to provide a more secure tit. Make sure that the arrowe of each sensor are facing each other. Fig. 4 AfOUNMG OUTDOORS ON pATE3 .. Ap a MDUNTINO OUTDOORS ON WOODEN SAM ❑ lA11'Mm W"ea!!V! N piff"aH peen MOUNTING INDOORS ON t1017PS Using the provided mounting ternplata panted In We manual, mark the position of the screw hole on the desired Mounting Surface. 8189D- Additional delay button may be mounted on the other elde of the entrance. When pressed it will delay the alarm 8-12 sermnds before alarm le trlggered, aUew(ng time to aeons the door/ gets. 818913- AddiBonal magnolia saner allows the unit to be used on sliding door with screen. Alarm will sound only when both magnolia sensors are apart. rte. e Model: SZ 89A - SAFE POOL Magnetic sensor entry alarm -Always an° alarm pratec tim r Adult paw - through auto reset hYdDn High output 110415 dB alarm b, vvewrwea aw rews=a housIIUg ! Low baited+ LID display 0 LRra thin design intended for iartedor or extedor use (3)1.5V APP► bafieries (mcluded) i` UPC Barcode: 914575189013 CONiADMER: Pool Guard Alarm USA Patent No. 5,473,310, No. 6.727,819, and No. 20 FM 18,069 pug. 7 387,280 40 F 1.37.380 pcs. 40 HQ: 41,760 pcs. EiL Approved under UL 2017 Standar ds l wwwAschkomaid com Office Products (BBB) 883 -2456 j Sectu* Products (M) 763 -1900 Can not be tai iv y nwd to each its screen by using the second set of sensors). next to each other: MaMeft sensor entry alarm °A1 on° alarm Futeciton Adult P86S- through auto reset budon s High output 110415 dB alarm WABMveather tedstent housing ` ddWDrAd mac sensor tar screen door men ry colaTA[wM Low t>affery LED display 20 FT. 18,0BD pts. Ultra thin design 40 Fr. 37,380 PCL 40 HQ: 41,750 PCL AddiiiOnal pass hrough button for d OntrY from eitfier state of door or fier►or Intended for interior or exterior use (3)1.5V AAA batfxries @mk ded) UPC Barcode: 014575189016 Pool Gue rd Alarm USA Patent �40. 5,473,310, No. 5,727,819, and No. 7,187,280 �' �- APProveol under UL 2017 Standards ! a ww- techkbmald.corn I Office Products (888) B83 -2456 I SOCurItY Products (949) 783 -1900 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, WHEREAS, the undersigned f r� c is /are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida Address: _I 1 1 3 0 �,.r �V ` i �.-►� h �+2J� �C- 3 3 t 3. Whereas, the undersigned owner(s) desire to utifze said Lot(s) as a single budding site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property well not be used In violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our /my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That Uwe, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shad be binding upon the undersigned, hisiher successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effecL \V'� '5oi 8100 SIGN INT OWNER SING & PRINT I Hereby that gn this ay personally appeared before me J �, 8 10 c c and has produced ID JC —Is identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there In expressed SWORN TO AND SUBSCRIBED before me on this day of 9021 20I -� �) NOTARY PUBLIC -STATE DFIURID41 I � ,., Yorieny ! �. Hemande Y S E OF (Revised 05/Y209 - = Commission # DD904411 EXpires: SEP' 27, 2013 BONDED 11AR r ARlMMV,130?MIIdG CO,; INC. US, , 1� ;04* -Fly I mm" WIR WIN WIS. P,. x i "•' IRS irk g N f �Il r �l� � �rr � d ' , per ME- ° M�t�'` �^ pig °c y@ 1! t �yY��}}"" ,,�yy,�� ",�e. 4d 3ckv,r ,u s IF3' ���i�� W14'1>� '�� "Y++S£, v d4 v b x€ al b ' h i ISO • is i� �t �> ue r tas �W Or pool. 0. im ��� � �'" a �; �'� A urri► y�r � a s � i � +� r *. �'� b i � re a � -� � ,S. K * Aq t �s BY PAR the LOST COST'ElClE1�T sw�r�i�irngpooli iu I, atg �ri�re rj���� : 4 Aq ,VERMILLION, 1s �F HEAT uCIC i Natural Gds $27 50 sistance X38.10 r LP Gas $40.76 7ha-5 on $3 0pe n P Gas, rm 4f lVliGas„[eg_rMp.wn , EO b 63 �. +- i E T _ _ q uaCal ' s complete lone of ea t pumps are -g RK'Cli-i *, 51 dR, , _f HEATWAVE SUPERQUIETS '' _ 'AI M V Virtually silent ", from 10 ft. away R am tS y Stgt� f the *0 t0d, � ��, }y�� fly � { � �c� �" � E s r � ft� � ���• -` S nn � �A. ' AN- `t�'" • AquaCal has been prod�cing "`� • a quality heat pumps since 1981 cu j� ill 110 „ .120 SQ155 Q175 1✓ { � 3 fit- a1. R .. �y Setting the standard for excellence w��dfin�de? ; � � in +the Industry for over 25 years STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT The undersigned Affiant, Ae=,1_1 does hereby attest that (Property owner) The attached survey, performed b —� ®+s .) V-1-- I _, I �L (Name of surveyor's company) For address: ) 13 14-E `9 � .� Performed on 8 I i o —9 (date of survey) is an accurate representation of the eAsting conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Afflant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Af iiant say eth naught. P Orty w ner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this "'"` day of Affiant is = ersonally known to me, ,_produced _ II A as jdentt NOTARY PUBLIC -STATE OF FLORID Yorleny M. Hernande Commission #DD90441 Expires: SEP. 27, 201 1i� pTi xrLANnC BO ,DING CO., INC Revisal on 5i1P1P009/ Revised on 6M M9 5'x0.7' - Fe" wai ffi 4 i& A$PjikLT PAVEM-ENT NE 988TH MEET AtDffK*" LBUM W' AaWWATOW & AE Vw UAT. SIHAT 2 or I ON tl ca V 4�467* THOMAS J. KELLY, INC. E * 1.1 P 1,95 :-(9-54 FO LEGEND OF SURVEY ABBREVIATIONS A ..... ARC DISTANCE AIC .... AIR CONDITIONING C ..... CALCULATED CA .....CATCH BASIN CL .... CLEAR CtL .... CENTER LINE ENC ... ENCROACHMENT P.c. .... POINT Op CURVATURE PIP .... FOUND IRON PIPE P,O,B... POgNT OF BEGWNM O.H.... OVER HANG WAY.... WATER METER P.9.... PLAT BOOK M ..... MEASURED PA....PROPERTY LINE CONC .. CONCRETE UP ... UTILITY POLE F.D..... FOUND CBS... CONCRETE BLOCK STRUCTURE O.U.L. ... OVBRHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG.. BUILDING CAL .... CHORD DISTANCE D.E..... DRAINAGE EASEMENT P.H .... FIRE HYDRANT R ..... RADIUS NOVD ... NATIONAL GEODEnc VERTICAL DATUM PRO... POINT OF REVERSE CURVATURE RAD ... RADIAL R1W ...RIGHT OF WAY SEC ... SECTION SCR... SCREENED S.LP ..... SET IRON PIPE SWK . — SIDEWALK U$ .... UTILITY EASEMENT CERTIFY TO: CH LP..... CHAIN uNw eeurte Jon Tyler Bruce And Kimberley Hunt Bruce Biltmore Title Corp. Chicago Title Insurance Company Taylor, Bean & Whitaker Mortgage Corp., Its Successors And /Or Assigns LEGAL DESCRIPTION: Sheet 1 of 2 FLOOD ZONE: X THIS 15 A FLOOD /HAZARD ZONE _/ THIS 15 NOT A FLOOD HAZARD ZONE PANEL NO.% 93/1 COMMUNITY * 120652 DATE OF FIRM: 07117/1885 BASE FLOOD: N/A FINISH FLOOR: NIA LOWEST N/A ADJ GRADE Lot: 17 Block: 179 Subdivision: Revised Plat Of Tracts 178 B,178 C,179 A,179 B. 179c, 180A & N1/2 OF 180C of Revised Plat of According to the Plat thereof as recorded in Miami Shores Section 8 Plat Book: 43 Page: 69 Public Records of MIAMI -DADE County, Florida. ADDRESS: 1113 NE 98 STREET MIAMI SHORES, FL 33138 Encroachments Noted: LOCATION SKETCH SCALE: ,u' I' S' NE _99TH _ ST 1 7 6 5 4 t c� Z 15' ALLEY hzAJ 16 ;; 17��� 18 19 20 1 130' '<C l.Lr 274.74'(M) ! NE _ 98TH ST U) M NOTP.Ss A) AN Ciea ounces and/or encroachments shown harm are of apparent nature. Pam ownaaho by visual mom. Legal ownership of fences not determlaed. g) Title y is Intended fop mortgage or refinwme papom only axalusively for this use by those to whom It Is eartified. This survey is not to be used for construction, perrodtti g, design, our any other use without wrlttem ean- sent of Thomor.T. Kelly, Jim. G) Code restrlatlou and title search are not reflected an this survey. D) The flood hdormatlon shown paean does not Imply that the referenced property wig or will not be free from flooding or damage and dour not create Ilabgity an the part of the firm. any offlc r or atoployae thereof. for any damage that results from reliance an said information. 9) The lands deploted hereon were surveyed per the legal description and no elohns as to ownership or matters of title on node or Implied. F) Underground Emmochmeats, if any, net located. I hereby certify that the survoy repraeasted - _ 15.24'