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REV-19-1264
Miami Shores VillageQJN4 ED Building Department 9 i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING IRMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ JOB ADDRESS: —I ct -3 91 /vE 5 Ave' F D' C 20 /� Master Permit No. OW- 04 —1 q — ' (; 4-7 Sub Permit No. I ky— Q6 —) q — ']-2-4 ION ❑ EXTENSION [—]RENEWAL OF ❑ CANCELLATION ❑ SHOP TOR DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: ( Flood Zone: BFE: _ OWNER: Name(FeeSimple Titleholder): jqUIQ �11'r jqpJu Address: <(P.3 f� tJe -&) /n 7/e City: �%/C% c %ff Z State: Tenant/Lessee Name: Email CONTRACTOR: Company Name: Address: 21)'301 /U(, City: NO FFE: ne#j0— �R i3` 7&Q!5 Y- - 1 Phone#: GJQi�4 I.NN% Phone#: Qualifier Name: nU/Ufft/J moluy(%h_U State Certification or Registration M �_ �ra 4R DESIGNER: Architect/Engineer: G'AV J� Address: 33cj, N(-- -2 Value of Work for this Permit: $ CjjODO S( Type of Work: ❑ Addition Alteration El New Description of Work: 4-�tCl(,(//)')ii)om " p: cJc�%i3� 43'P5-a&& I-yV6 Zip: , �33/ 7 O one#: 325—,5s&—a-90 ,Certificate of Competency #: ,PC Phone#: TOT- - 5-Y6 ~ 2 ?V '`► City: (C/�1r� State: ZZip: 3 31 =� 0%Linear Footage'of; Work: Repa�r[Rep1ace ❑ Demolition JJ 6,0 i f lS .7L -m Gi ;),)..ti, ,J/ Ap Specify color of color thru tile:-r,�;''``` Submittal Fee $ Permit Fee $ ZsO CCF $ J `1 CO/CC $ Scanning Fee $ Radon Fee $ 2- •5(] DBPR�f$ 3 • �� Notary $ Technology Fee $ • ZS Training/Education Fee $ 1 A Z7 0 Double Fee $ Structural Reviews $ 4-U Bond $ TOTAL FEE NOW DUE $ 3 Z SR 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name (if applicable) R Mortgage Lender's Address City State Zi 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I/J,( ^Signature Signature b"t &f� 0 or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fo ing instrument was sack/nowle ged before me this �' day of —I 20 ! bye day oof,� /0ny , 20 q by v�Y I IA U who is personally known to who is personally known to me or wpo�f6pr�lucecl Ct Va Y (I (ul'1 as me or who has produced Al— as identif' atio and w o did take an oath. identification and who did take an oath. OTA Y PUB C: `���'�;: ;'j0''���ii� NOTARY PUBLIC: Sign: v * �•� •* Sign: Print: •y •r'- Q Print: iSbllnCc Seal: �i��t9�.'•:°�Olie lJnd•.••n,0`�� Seal: #V Notary Public Stateof Florida IDuran Mr son \`oG 215W Oja Expires 05/09/2022 ******************************** *** *** ********************* * * * * ******************* *************** APPROVED BY Plans Examiner A 611,101 ` Zoning Structural Review Clerk (Revised02/24/2014) Il IPREPARED BY: Land Surveyors, Inc. www.exactaland.com Toll Free 866-735-1916 • F 866-744-2862 PROPERTY ADDRESS: 9632 NE 5TH AVE STREET, MIAMI SHORES, FLORIDA 33138 FIELDWORK DATE: 1/15/2018 17121827 ! BOUNDARYSURI/EY I MIAMI-DADE COUNTY _ � 1 LOOK ELEVATIONS N DATE(S):(REV.O 1/16/2018) RAIN FLOOR = 10.9 )PPER FLOOR = 20.9 / /I aQ. ��oq WLRIDDLE ROOM = 9.45 (f 3ACK ROOM = 9.2 NO 05.90' (P) N S'S"3 1'43" W 204.36' (M) LO PEAR5 TO 13_1�5ff,77CED BY CITY WATER D SEWER FENCE A LL OWNERSHIP NOT D tED SURVEY NUMBER: 1712.1827-01 h 6 et TABLE: L 1 S 44°4942" W 31.99' (M) L2 S 0°29'23" W 22.58' (M) No fv5� tV�11 ix. LOT2;- BLK 86 It a + +c+i J•+ i•• 6y a••+ ••• p'i0A+ • • •••w • ••••i > B, • • 2 STY. �a • • • + RES#9632 • • aj• •w•••• • 1p F• !Y • i, • NO10 ••+••w • • I' FIP NO ID T @ANGLE POINT @ 5TONE PATH ��- -�Z6q i THE FLEVATION5 S N WERE OBTAINED USING GP5 IN - CONJUNCTION WITH REAL TIME NETWORK L-NET NAVD 88 DATUM - AND CONVERTED TO NGVD 1929 DATUM WITH A CONVERSION FACTOR OF 54' \DrNOTF5 EXISTING ELEVATION IN NGVD 1925 DATUM I hereby certify that f ary Survey of the hereon described >~ts Pi en made under my direction, on ov th�gofst�know/edge �t J� T 0 ,,� ICI I�, E *1 i }{ F U RAL and belief, it is a t e and acc to representati -& of a survey tha ( rds of Practice'. tP' f;UlATI0N:,1 set forth by the /onda Board w rofessional Surveyors &Map s i,JT=b to P J-17 of the 40 o zo ao Florida Administratf ode. � ONgt SURVV, 0 GRAPHIC SCALE (In Feet) RONALD W. WALLING State of Florida Professional Surveyor and Mapper 1 inch = 40 ft. License No. 6473 Use ofThis Survey for Purposes other than Intended, Without Written Verification, will beat the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. POINTS OF INTEREST NONE VISIBLE v )/ N LU C?oz' ., AFFILIATE CLIENT NUMBER: DATE: 1/16/2018 - - , ' - MEMBERS BUYER: David Halabu I SELLER: ESTATE OF MARY ALICE BLAKE I '• CERTIFIED TO: DAVID HALABU; LEXIUM PLLC ._ •40Fairway • _ _-- --_-__-, 11 This is page 1 of 2 and is not valid without all pages. REPORT OF SURVEY 1712 1827-01 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 21, BLOCK 86, AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, ` PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. I j JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF SOUTH 45 DEGREES 00' 00" W IS BASED ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF NE 5TH AVENUE EAST LOCATED IN AMENDED PLAT OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a Wdiameter, 18" iron rebar with a cap stamped LB#7337. 10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17.062 (3) ofthe Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office ofthe performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwi RifteRd aQ examination ofthe abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. • 42sVesYmbols refe6twWrilthe legend arLd on thi%survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center ofthe field • location, and may not re,ppresent the lktual shallE or size of the feature. if Points of Intereij i45�1')3re selected%bovetgiound improvements which maybe in conflict with boundary, building setback or easement lines, • • • als• eflned by the parwwters of this ■Lrv*Ibwe maybe additional POI's which are not shown, not called -out as PON, or which are otherwise unknown to the surveyor. These POI's ri not represent all items of interest to the viewer. �411tljjtjPs shown on tie subject propefty may or may not indicate the existence of recorded or unrecorded utility easements. • 15. The Mformation oontar■ed on this surwerh•sibeen performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party fines are for informational ational pErp� es oAly. • • • • • le Qursuant to F.S.53IMA, an individualemployee or agent may not be held individually liable for negligence. •A Noa* measure n•r•sthould not bel 4f•rnew construction or planning. Measurements should be verified prior to such activity. Lk END: • •••••• • • • • • • SUKVEYORIS LEGEND • UNIITYPE5:,.-9r a -&r • • • • • • BOU UN • � • srMeoIEs: • • •I- -!v - - - - - SURFACETYPES:tunrnomeoxuexotml ® BENCHMARK T% FIRE HYDRANT ST OVA 4 CENTERLINE FND OR 5ET MONUMENT CENTERLINE `UN! 5URVEY TIE LINE A5rHALT BRICK ® ® CENTRAL ANGLE or DELTA E- GUYWIRE OR ANCHOR CHAIN-UNKor WIRE FENCE __________ WALL OR PARTY WALL CONCRETECOVERED or TILE AREA (/I COMMON OWNER5HIP 12 MANHOLE TREE EPSEMENT EDGE OF WATER WOOD FENCE VINYL FENCE WATER WOOD ® ® • ■ CONTROL POINT CONCRETE MONUMENT CATCH BA51NLL © UTILITY OR LIGHT POLE ELEVATION (C) CALCULATED E.O.W. EDGE OF WATER N.TS. NOTTO SCALE R.P. RADIUS POINT A.E. ACCESS EASEMENT (D) DEED ELEV. ELEVATION NAVD88 NORTH AMERICAN VERTICAL RN/ RIGHTOFWAY ANE. ANCHOR EASEMENT (n FIELD EM ELECTRIC METER DATUM OF 1988 RES. RESIDENCE C.ME CANAL MAINTENANCE ESMT (M) MEASURED ENCL. ENCLOSURE NGVD29 NATIONAL GEODETIC RGE. RANGE C.U.E. COUNTY UTILITY ESMT. (P) PLAT ENT. ENTRANCE VERTICAL DATUM OF 1929 S.B.L. SET BACK LINE D.E. DRAINAGE EASEMENT (R) RECORD EUB ELECTRIC UTILITY BOX O.C.S. ON CONCRETE SLAB S.C.L. SURVEY CLOSURE LINE D.U.E. DRAINAGE AND UTILITY' ESMT. (S) SURVEY F.F. FINISHED FLOOR O.G. ON GROUND S.T.L. SURVEYTIE LINE ESMT. EASEMENT A.S.B.L ACCESSORY SETBACK LINE F.O.P. EDGE OF PAVEMENT O.R.B OFFICIAL RECORD BOOK S.W. SEAWALL IE.,E E. INGRESS,EGRESS ESMT. A/C AIR CONDITIONING F/DH FOUND DRILL HOLE O.R.V. OFFICIAL RECORD VOLUME S/GD SET GLUE DISC IRR.E. IRRIGATION EASEMENT B.C. BLOCK CORNER FCM END. CONCRETE MONUMENT O/A OVERALL S/W SIDEWALK LA.E. LIMITED ACCESS ESMT B.F.P. BACKFLOW PREVENTOR FIP FOUND IRON PIPE CIS OFFSET SCR. SCREEN L. B.E LANDSCAPE BUFFER ESMT B.R. BEARING REFERENCE FIPC FOUND IRON PIPE &CAP OFF OUTSIDE OF SUBJECT PARCEL SEC. SECTION L.E. LANDSCAPE ESMT. B.R.L BUILDING RESTRICTION LINE FIR FOUND IRON ROD OH. OVERHANG SEP. SEPTICTANK LIVE. LAKE OR LANDSCAPE B/W BAY/BOX WINDOW FIRC FOUND IRON ROD &CAP OHL OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT BLDG. BUILDING FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD &CAP M.E. MAINTENANCE EASEMENT BILK BLOCK FN&D FOUND NAIL AND DISC P.B. PLAT BOOK SN&D SET NAIL &DISC PU.E. PUBLIC UTILITY EASEMEN' BM BENCHMARK FIND. FOUND P.C. POINT OF CURVATURE SCI SQUARE FEET R.O.E. ROOF OVERHANG ESMT. 8SMT. BASEMENT FPKN FOUND PARKER-KALON NAIL P.C.C. POINTOFCOMPOUND STY. STORY S.W.E. SIDEWALK EASEMENT C CURVE FPKN&D FOUND PK NAIL &DISC P.C.P. CURVATURE Sv SEWERVALVE SWM.E. STORM WATER MANAGEME. C.B. CONCRETE BLOCK FRRSPK FOUND RAILROAD SPIKE PERMANENT CONTROL POINT TO.B. TOPOFBANK EASEMENT C.L.F. CHAIN LINK FENCE GAR. GARAGE P.I. POINT OF INTERSECTION TBM TEMPORARY BENCHMARK T.U.E. TECHNOLOGICAL UTILITY ESMT C.O. CLEAN OUT GM GAS METER P.O.B. POINT OF BEGINNING TEL. TELEPHONE FACILflIES U.E. UTILITY EASEMENT C.V.G. CONCRETE VALLEY GUTTER ID. IDENTIFICATION P.O.C. POINT OF COMMENCEMENT TWP. TOWNSHIP CIL CENTER LINE ILL. ILLEGIBLE P.P. PINCHED PIPE TX TRANSFORMER C/P COVERED PORCH INST. INSTRUMENT P.R.C. POINT OF REVERSE CURVATURE TYR TYPICAL CIS CONCRETE SLAB INT. INTERSECTION P.R.M. PERMANENT REFERENCE U.R. UTILITY RISER CATV CABLE TV RISER L LENGTH MONUMENT UG UNDERGROUND CH CHORD BEARING LB# LICENSE# -BUSINESS P.T. POINT OF TANGENCY UR UTILITY RISER CHIM. CHIMNEY LS# LICENSE#- SURVEYOR PIE POOL EQUIPMENT V.F. VINYL FENCE CONC. CONCRETE M.B. MAPBOOK PG. PAGE W.F. WOODEN FENCE COR. CORNER M.E.S. MITERED END SECTION PIES PROFESSIONAL LAND SURVEYOR W/C WITNESS CORNER CS/W CONCRETE SIDEWALK M.F. METAL FENCE PET PLANTER W/F WATER FILTER D.F. DRAIN FIELD MES MITERED END SECTION PSM PROFESSIONAL SURVEYOR AND WM WATER METERNALVE BOX D.H. DRILL HOLE MH MANHOLE MAPPER WV WATERVALVE DAN DRIVEWAY N.R. NON RADIAL R RADIUS or RADIAL ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF, if authentic, is completely official and Insurable. In orderto validate the'Electronic Signature of PDF surveys sent via wwwsu rveystars com, you must use a hash calculator. A free hash calculator is available for download at- -hPediacom/get/System/File-ManagemenVHash-Calculator-Kiri11 h-I In order to validate the Electronic Signature ofony survey PDF sent via w vvsurveysrorscom: l Download the Hash Calculator available at. 2. Save the Survey PDF onto your computer from www.surveystars.com or from the email sent from wwwsurveystars.com. 3. Click the square Browse button in the upper right hand corner ofthe Hash Calculator to find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand corner ofthe Hash Calculator. 4. Compare the 40 digit string of characters in the SHA-1 line to the 40 digR SHA-1 characters for the survey in the job file in www.surveystars.com which is also printed on the Invoice for that survey. 5. If the 40 digit string of SHA-1 characters are exactly the same on the invoice (or In the survey file at www surveystan.com) as the/ are in the Hash Calculator, then this PDF Is authentic If 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under"Print Range", dick select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print 5. Under the "Page Scaling" selection drop down menu, select"None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print. TO PRINT IN BLACK+ WHITE: 1. In the main print screen, choose "Properties" 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". OFFER VALID ONLY FOR: David Halabu '10 OFFI OF FUTURE SURVEYING SERVICES ON THIS PROPERTY, *Offer valid for fence stakeouts and additions to the existing structures only Valid only for the buyer as listed on the first page of this survey for up to one year after survey issuance date. Total discount not to exceed $500. Exacta Land Surveyors, Inc. LB# 7337 www.exactaland.com P.866-735-1916 • F.866-744-2882 11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913 2"x2"x0.1 TUBE PC SPACIN( @1/2" %e WELC ALL ARCUNC I . . ................ . WELDED ALUMINUM FENCE i I T r' 1 k-.#M L r" C 114 V C r'/`N 114 C L no.� scale: 3/4" = 1'-O" Sl O O O O DETAIL ALUMINUM PLATE (4" x 4" x 1.) SCALE: N.T.S 1"x1"x0.62" TUBE PICKETS ALUMINUM PLATE NOTES: 1. SHOP WELDS ALL COMPONENTS EXCEPT PANEL TO PANEL CONNECTION. SEE DETAIL 2. ALUNINUM MATERIAL: 6061 J6 OR EQUAL. USE 5356 OR 5183 ALLOY FILLER WIRE 3. ALL HARDWARE TO BE 316 STAINLESS STEEL OR GALVANIZED STEEL • • ; ; . % :34COW CONCRETE TO BE 4000 psi OR .00 • • •• • • S44RI' • • • i i i i 5; -PAANEL SHALL BE SHOP WELDED IN 6' • • • • • • • • ISeCTT&S, MECHANICAL CONNECTION REQUIRED BETWEEN PANELS. 00 0:0 ¢. DESIGN: 2.004 FBC, SEC. 1618.2 • : • 7. N01CMAMGES WITHOUT WRITTEN • : i • i i i FROM ENGINEER • • Jkl-%ILPLATION • • • • • • • • • • .... ....... . . ..... . ... • •• •• • • • •• •• ••• • • • ••• • • z M zu-o E ccv zED �00 Lo Lf7 �cno lS N c M J > W H Z O Cy) zM `„'111nn1ft", /�� U INUM FENC �f7 00% /#fill 1111,1;