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FW-17-1090 Pon Miami Shores Village z e, 7o.,Fen Aal) 10050 N.E.2nd Avenue NE 11 b&plasS Ga b. n.,PVC Fence Miami Shores,FL 33138-0000 Peimit Status:AhPRt7VEi) Phone: (305)795-2204 s e 41 12097 FExpiration: 10/24/2017 Project Address Parcel Number Applicant 10619 NE 10 Court 1122320280780 ROBERT ALEXANDER Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ROBERT ALEXANDER 10619 NE 10 Court (305)495-4450 (305)674-0600 MIAMI SHORES FL 33138- ..—....._. 10619 NE 10 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $2,350.00 UNITRUST CONSTRACTORS CORP (786)258-6196 i Total Sq Feet: 80 i Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:PVC Fence Additional Info:PVC FENCE 6' HIGH Review Planning Classification:Residential Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# FW-4-17-63750 DBPR Fee $2.00 04/27/2017 Credit Card $ 147.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 04/19/2017 Credit Card $50.00 $0.00 Notary Fee $0.00 Permit Fee-Wire&Wood $100.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $197.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. April 27, 2017 Authorized Signature:Owner / Applicant / o a Agent Date Building Department Co April 27,2017 1� Miami Shores Village g Building Department \" 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 _FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: JCa � 1� City: Miami Shores County: Miami Dade zip: G Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1 �� Ae 1 '6 06>F Phone#: Address: City: pAi dI✓vlllli ro-5 State: Zip: '3/X Tenant/Lessee Name: Phone#: Email: (.� �1 CONTRACTOR:Company Name:UNl k( � 'c9AAe10/e<- ed0P Phone#: Address: «(%91jUj L/Z&671t c City: ® 60 State: Zip: Qualifier Name: J oUc) S Phone#: State Certification or Registration#: Certificate of Competency#: 03 2 6019 3 3( DESIGNER:Architect/Engineer: Phone#: Address: City: State: `� Zip: Value of Work for this Permit:$ o 'J S®- ' Square/Linear Footage of Work: f3o L�G� Type of Work: ❑ Addition ❑ Alteration ❑' /New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: r11� Submittal Fee$ Permit Fee$ W' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 Signatur Signature OWNER or AGENT NTRACTOR The foregoing instrument w acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by - day of 20 by (k s P c L�yvG�o is personally known to �a �L who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Aoc ,Sign• ou",�ViSign: �} Print: ' 12 , —� Print: rd A'/ Lr ✓P, 0,, T�FSeal: r°`;�'PUB`4 CARYRIVERON Seal: *°�:. :-% CARYRNERON * * 24852 MY COMMISSION 0 FF 924852 * * MY COMMISSION 0 FF,2019 EXPIRES:October 6, EXPIRES:October 6,2019 mf �e 19 °� 'Ffi @on�dTtwBudgetNotarySeivics a�����, Mn�dfiruB�etN�ary ` ,. v6 � APPROVED BY Plans Examiner Zoning /)�fll v �' ' Structural Review Clerk (Revised02/24/2014) rw is ti=i d unty��Se'6f Florida THS iSNO7 ABILL-W.NbT PAY 8ttSINESS 14AME/LOCATION i2ECEIPT Nd PiRES UNITRUST CONTRACTORS RPFII=YVAL 5 l Bi=1 30, 2017 ��' � �i;�beati§played of plsos of:6usiness ' - -12M-NW 42"AVE 95 Of*A LOCKA,FL 33Q54 Fiarsut to county Code (i ►tr3tSA:-Art S 8..10 . .OWNER SEC.TYPE Of BUSINESS WAYMENT RECEPlEO UNITRUSTC CONTRACTORS CORP: 196 SPECIALEIpING "'BV TAX COLLECTOR CONTRACTOR45.00 08/tOr1018 iiV (s) 1' -- 71 0221-1 . lhist�ocal�s3>�ssTmc wifyoaa►°mepayrr�aftiteLa�I TsoLi`�eipt is�taiiceils�.. pemKgacwdlc tiandftfioiWsipmli*ca#omtadobAWo HcidermMcmVywflharwgmWmWft arragmaynOM red®ata IgWeendregWronwbwNchsoytoftbu near Ti��F'tt�atrovem�b®dl�layredonsila�rrr�de>vetddes-Miami--0adeOodeSectis-2�` ® Fornx+elrf nmf(m,rfisit OD !�# � 1� 6 AA iaRid4lad e Co1rnfy,.Stiataf: t�ra -�TH1515 NOT A BILL-DO>No PAY >- CC Ntw': 03650371 -- 0-USINESS NAD W1.60A TIONRBCSIPT Nt3 C 1f p,' CX ' RE IIITRtlSi CX)MRACiC)R, . : G/4 12968#yVU42 A1�E85 �P � .irK 3-0 20 11 CWA FL, `33054 7488471 rsusnt tocourltye - Sdc:t�5-24 OWNER ' - TYPE OF HUSINESS. SpECKYYBUILDM ppYNENTItirEtfi IA�Iatlal3r Ok5.CX7RP BY TAR CO', TOt3. t75.� AIDS 0211-1646ii . 'Nsram ptisrmivdidinftf0c rtng�U tWdpditt mAvenkMOwd H 'M Mimi Q rds m;Miami.L*m%Fa m9ft8W Rnet gt,'Slerry 18Ies g�g , Fa atl6aei rrrr an.vfm 777 .. :�... I �,��_,�•,;®s P+ �.�,���i`+�.�i',��. j�x I{� l ; BvceSvU�TaSAeicNorT:RicEuEsns8�cu8OanornnFRs+�Fs.cA tn^m o-A�NEW CERTIFICATE O v� DEPARTMENT®F F�i mr L SERVICES Es DIVISION OF KERS'COMPENSATION CoisTRUCTON RP iw SMots 6=17 VALMS Juw eft Fm eazraes rD NAWADAGORM,j # 3 , ld ?�+� ldta of 1tka UNITRtABT CONTRACTORS CORP _ � I 12 6 HW 42 AVE SNS OPA LOCKA FL ' 33054 SCOMOF819MMORTROL- Arm. J .:_5t d' C !�'1: .:. •_.. +1.I is .. 4 'Fe i,. - Mf Y- . .< f 1 �1. 4 c 1 -4 r:s'•�I' 's. .7• -a�. t.;tr' -'�'i d i ■. ~ © ! __ e r4: ■ r d mm i ■ MEN r. m tI =NE 2W AVE r - LOCATION SKETCH N LOT 6 ° ? SCALE: NTS a 0 BLOCK 5 z _ o ❑" 130.00° R M ) C.L.F. 61 S .. .�� °poTO. 0.2 L w �2s.0026.s' 90000,00' POOL SO LOT 7 •' PUMBLOCK 5 ...... teA1� , r ' 7 J .a ;.'.'.'..;.:25:50': 57.50' Q ",•�;• ¢ ASPHALT 3 •.DRIVEWAY.-.-.-..c" 12.00' .'.'. U 21.00' .;....;...;.;.:.:.:..:• �� 1 474 11 .;.; '.;.;..;.:.:.:.:.;.;.;.;. .:�;; ONE STORY � I •' • • RESIDENCE WOOD JE ��pp q Y �® �p •� .• N M.E. 60th COURT r L`Jr ;.. •.:.'..'.'.......:.:.;. # 10619 TERRACE ----- _ .'.... Y CONC. WALK - `" :. .'..'.'.'.' �. V. ':.':.Q.'.'.'..' ;.� . � i'`' a�14R �I�r�^'£'S 'Ji:sem j'� _� • • ••••• •••• �.'.'..F-::.'.......::.'.•.'. 37.50' 24.50' �� E, i T� •• • • 4' `� • a... r 1 . �.:.' N •� �c -Z �' -_ . •••• • • • 111 ::o..:......... Op 90000`00^ -- a •••• • ••*• N.......:::.:'. O C.L.F. 0.2U CL G 00:06: • •• •••• ......... ... ... ........ 25.00' u - ---- °�j •••••• ••••• ••• • �p LOT 8 \o �A /`� • • • ••• • n O 130°00° ( R & M ) BLOCK 5 a O • • ••••• :.. riz u z •••• ••• • • • • • ........ ....... •• o � PROPERTY ADDRESS: 10619 N.E. 10TH CT. , MIAMI SHORES, FL. 33138. CERTIFIED TO: ROBERT C. ALEXANDER II; CHARLES RATNER, P.A. ; FIRST AMERICAN TITLE INSURANCE COMPANY; JPMORGAN CHASE BANK, N.A. , ISAOA/ATIMA. oz C_:o c � oc �z LEGAL DESCRIPTION: LOT 7 BLOCK 5 ABBREVIATIONS: OF MIAMI SHORES ESTATES SUBDIVISION S'AV=SIDEV\ALK.CBS=CONCRETE BLOCK STRUCTURE,CLF=CHAIN LINK FENCE.PL=PROPERTY LINE.DUE=DRAINAGE UTILITY EASEM ENT.IP=IRON PIPE, F=FOUND.A1C=AIR CONDITIONER PAD.PIC=PROPERTY CORNER.DM=DRILLED HOLE,VY/F=VvOODEN FENCE,RES=RESIDENCE,CL-CLEAR,RB=REBAP.. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47 AT PAGE 58 UE=UTILITY EASEMENT COrtC=CONCRETE SLAB. R/VI-RIGHT OF VAAY. DE=DRAINAGE EASEMENT, CIL=CENTER LINE. O=DIAMTER. TYP=TYPICAL, M=MEASURED P•=RECORDED.ENCR=ENCROACHMENT.COMP=COMPUTER.ASH=ASPHALT N/D=NAIL&DISC.S=SET,FEE=FINISH FLOOR ELEVATION. OF THE PUBLIC RECORDS MIAMI—DADS CIS=OFFSET PIP=POWER POLE.OHP=OVERHEAD POWERLINE,WM=VATER METER COUNTY, FLORIDA _ MASONRY V,44LL=OFENCE= ELEVATION BASED ON LOC. # I EAAS CONCRETE= I= NOT VALID UNLESS EMBOSSED WITH MAINTENANCE&DRAINAGE EASEMENT=M&D.E. CBM# ELV. TYPE OF SURVEY:BOUNDARY SURVEY SINCE 1987 SURVEYOR'S SEAL I HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE thereon meets the minimum technical requirements BLAN;CO SURVEYORS INC. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers-Land Surveyors•Planners.LB#0007059 . UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes 555 NORTH SHORE DRIVE VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachments, overlaps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than MIAMI BEACH,FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305) 865-1200 Email:blahcosurveyorsinc(L@yahoo.com Fax: (305) 865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED REVISED: INSTRUMENTS,IF ANY,AFFECTING THIS PROPERTY FLOOD ZONE AE SUFFIX L DATE 9/11/09 B�.sE 8 0 Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited i' without written consent of the signing party or parties. ADlS N NUNEZ PANEL: 0306 COMMUNITY# 120652 REGISTERED LAND SURVEYOR DATE: SCALE. DWN.BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB 47 PAGE 58 STATE OF FLORIDA#5924 10/16/13 1"=20' F.Stanoo 13-836 N N O N 2"x7"or 1-1/2"x5-1/2"Ribbed - _ _ o Top& Bottom Rails 0 _ N` 0 5"x5"Post Cap 6'-0"Center to Center N Lattice Option Fence g�_0�� m _, a a �` -- --- Lattice Option Gate c Post Spacing _ - - 2"x7"or 1-1/2"x5-1/2"Ribbed Maximum LO N Intermediate Rails e -- _ C) ° - - - - - - - O — O OO OOO0 —O O Fully Welded saes� OO 01)) OO0 7/8"x11.3"or 7/8"x6" o00 0oe ooo C1 � Q — T&G Boards N 5"x 5"x 96"Posts j 1-1/2"Recess N M o (Top&Bottom) o E -9< (6)7/8"x11.3"or(1 2"x6"x.100^ ` x s o '� Gate Frame Verticals ca U ° ° o Tongue&GrooveBoardsE 7/8"U Channel Z _ 7/8"U Channel --- N o f (Both Sides) o m m Grade-- >; \ ` ? _ 2,500 psi Concrete - \ footing and filled post ~`0 Grade N N CV }� v n NOTE:All posts used for gate locations shall be 0.250 wall thickness(minimum) N - -- _ _ F o _ ._...__ Tical Gate Elevation: LL 0 3 0L. • '• .. .�• � i'�:: ����\ ' � � : :•:::�:;�,I..:+ �� f,\� Drawing# PVC Gate Details � •..a.. Nvatian..• 2L• `p / ; Scale: 3/8 =1-0 Single Gate OptionILL 0 . • 1 t=. , .- ••••.. 1 ,, ; - Adjustable Self-Closing Hinge +� .6freRAL NO i ES(Designnd Installation); ,% ` ` 2 ; with Self-ta m #14 x 3/4" 1'••'Design complies with �e Zoquiremenfs of th ffo*ia Building Code 2010 Sec. 1 15 2(Hig Vefocyty - nicane Hex.Head Screws r � ;....Zones]&`ASt 7-10,girospeed 11 M�l?FI, Categ6ry l,3 second gust), Exposure C,PIeRt�ra)Strength= Hinge Detail n °°rl m • 9'700 psi. • ;`,;' _ - .. •aa• 00:60• \ f /. „v, [� C9 s "2 footing/post shall bp fury consolidated wifl 1;5t30 psi concrete for entire depth #ootJn6./ a 3 3 The design of this feAgdf is 2)be used for perimeter enclosure of spaces at grade only and shall not be used _ V "•`lor appliZipi vs that require safety rails or barriers. - Automatic Latch with C 4. No changes are allowed without written authorization from the Architect. Self-tapping#14 x 3/4" B L(D IL 5. All exposed visible ends shall be provided with caps or covers. Section LAP Hex Head Screws m 6. All rails shall be notched twice on each side as shown onost notch detail. N ' a U ° P Latch Detail o N' 7. All U Channels shall be attached to the posts using one of these options: Use manufacturer standard a 0 6 7.1. #10 x 3/4"Stainless screws @ 18"o.c. (Maximum) notching tool,notches shall be H f1 N �. 7.2. Clear PVC Cement full length 2x7 or 1-1/2 x5-1/2Ribbed on the sides. NOTE: m, ml 7.3. Structural Silicone full length Top&Bottom Rails All Hardware is Powder a -0I, , 7/8"x11.3"or 7/8"x6" --- _ `� - Coated Or Stainless Steel ¢ z Q U GENERAL NOTES (Materials): Tongue&Groove Boards - , m 1. All PVC extrusions shall be made of PVC Resin ASTM 1784 unless noted otherwise. Plan C� c� 5"x5"x.160"(Minimum)Line Post Rail(Any Type) Drop Rod Detail �' Cn 1-1/2" p - 1/2 0 Center Drop Rod&Guide co - 7/8" U Channel Double Gate 0 tion �� o Rail notches(2) p V -r--� - 2"x7"or 1-1/2"x5-1/2"x.080" Rail with Self-tapping#14 x 3/4" m N each side(crimp) (7/8"x11.3"or 7/8"x6")x.055"Pickets 5"x 5"Post Hex Head Screws m � _ o 06 'v Fencing Plan Fencing Section Post Notch Detail ' : WCD M. LL m Drawing# Drawing# Typical Plan, Section, & Elevation Details Fence Wholesale, LLC Phone:954.933.5280 Hardware Details il SLcale: 1/2'=1'-0" (Typical) 1320 Sliding Road Unit 5A Fax:954.581.1978 1 Scale: 1"=1'-0" (Typical) To G 1 .O Dania Beach,Florida 33004