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DOCK-18-143 Inspection Worksheet Miami Shores Village 10050 N.E.2nd`Avenue Miami Shores,FL Phone:(3OW95-2204 Fax: (305)755-8972 ' Inspection Number:INSP-307106 Permit Number: DOCK-1-18-14 Scheduled.Inspection Date:Juno 26,2018 Permit Type: mock Inspector.-Naranjo,Ismael Inspection Type: Final Owner , Work Classification: Repair Job Address:9275 N BAYSHORE Drive Miami Shores,FIL Rhone Number Parcel Number 1132050270570 Project tNONE> Contractor: SOUTHERN MARINE CONSTRUCTION,INC. Phone:305-8612764 Building department Comments RE-DECK PREVIOSLY PERMITTED DOCK ON EXISTING tnfracttc Paseed Comments WOOD PILE FOUNDATION INSPECTOR COMMENTS wise i 1 Inspector Comments Passed � CREATED AS REINSPECTION FOR.INSP-295639.Need to repair electrical lines to boat liR r f Oe I Correction Needed s Re-Inspection F} Fee No Additranai Inspections can be scheduled until ne4nspection fee is paid Junta 25,2018 For Inspections please call:(308)762-4949 page 32 of 42 w AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS � t y__ems, , PROFESSIONAL ENGINEER: NATIONAL ACADEMY 4P. �l� iv�.� FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY f✓" ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 3/28/2018 Village of Miami Shore Ref: 9275 N. Bayshore Dr Building Department Miami Shores, Florida .� l 10050 N.E:2°a Avenue Dock-1-18-143 ;y Miami Shores, Florida 33138 Dear Building Official I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief,the pile installation complies with CMDC sect 8-22, FBC 2017, 6th Edition and with the permitted documents. you have any further questions or need any additional information, please do not hesitate to contact me directly. tShein . gold, P.E. 21181, Pile Driving Log Proiect Address 9275 N. Bayshore Dr Permit Number Dock-1-18-143 Date 3/28/2018 Pile Hammer Weight 5000# Pile Capacity 10 Tons Drop Height 6 Feet Contractor Southern Marine Corp Engineer-of-Record J.N. Sheingold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 25 9 8 Dock Pile 1� Permit NO. DOCK-1-18-143 �et'O1s yMiami Shores Village Permit Type:Dock .. .. 10050 N.E.2nd Avenue N ... _ Perlill , Ctssification: epa ""' Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit status:APPROVED �ORtDA ` Issue Date:3/1312018 Expiration: 09/09/2018 { Project Address Parcel Number Applicant 9275 N BAYSHORE Drive 1132050270570 k Miami'Shores, FL Block: Lot: POLOSHORES LLC Owner Information Address Phone Cell LOLO SHORES LLC 44 W FLAGLER Street '(786)558-9512 MIAMI FL 33130- 44 W FLAGLER Street MIAMI FL 33130- Contractor(s)_ Phone Cell Phone Valuatio=�, 3 SOUTHERN MARINE CONSTRUCTION 305-861-2764 (305)613-6377 _.... .._......:.� .�,_.�....�...,.,_. ,.. ..,.... .e�. _.mnm,. ._.�._...� Total Sq Type of Dock: Available Inspections: Additional Info:RE-DECK PREVIOSLY PERMITTED DOCK ON I nspection;Type: Bond Return: Final Classification:Residential Review Building Scanning:3 Review Building Review Structural Review Structural Review Planning i Fees Due Amount Pay Date \ Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee InvOiCe# DOCK-1-18-66169 $4.50 01/18/2018 Check#:38572 $200.00 $ 332.50 DCA Fee $3.00 Education Surcharge $2.00 03/13/2018 Check*38757 $332.50 $0.00 Permit Fee $300.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $532.50 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 thiazonin . espon ility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for BIN ECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS'Ath II the foregoi infor tion is accurate and that all work will be done in compliance with all applicable laws regulating construction , I authori /,thabove amed contractor to do the work stated. t3 /5 March 13, 2018 Authoriz Signatur :Own / A plicant / Contractor / Agent Date Buildin Dep renter Opy March 13,2018 1 �\ Miami Shores e Villa g (�- Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AN Tel:(305)795-2204 Fax:(305)756-8972 J 1 2U �\�� INSPECTION LINE PHONE NUMBER:(305)762-4949 fi k ,a 2' FBC 20 BUILDING Master Permit No. o,�� PERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL a ' ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP G' CONTRACTOR DRAWINGS JOB ADDRESS: I 1S Ill b TZ�-� I,✓��./CN-OiZ ��TLt U City:_ Miami Shores _ County: Miami Dade Zip: :2513 0 ffd Folio/Parcel#: 1 5y05- 0 77 05-7 0 Is the Building Historically Designated:Yes NO k Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): F0(_05,t-I1r0t7-(=—S L L G Phone#: Our—) sq?--s-M Addr7a- to e s jFC, (G Skree- 4- JW I i 00 City: 1 State: ��(9R � ��. Zip: 77 � 1 .3b �� - Tenant/Lessee Name: N Phone#: Email: CONTRACTOR:Company Name: - wr[.ger i G'Phone#: 6'f. Address: 0 . ` >6 ('4 9 1.. Mtar1 20 ( aG� �6v ��, • 7�QC� City: ( Teh_'a State: OR(CA fl- Zip: 331 gyp{ Qualifier Name: I, "rS1 Phone#: 6 � �O 6' 2--=2-76C4 State Certification or Registration m • Certificate of Competency M. 1� v/(�'1 B DESIGNER:AArchitect ngineer: �0 5;_A�GiAl old Phone# )� �d b 7697- Address: oCy ZO c� -7S AVC N U r City: ( 4"( State:fj Zip: a. Value of Work for this Permit:$ OUC�O• Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New pair/Replace ❑ Demolition' Description of Work: , k 1(i' �4•'� 11 C�':.�•..W.,b 6.4 m.,t....-1...�1�i �'tSJ/��✓.1-`.�'i C�.-x.�•'„ ..•,.%.�...•."�,ti,`�,r,,r•.�^v^'T t9 me rr. v. Specify color of color thru tile:.r�4 tve­ � �` n�4�, __ + . d a Sbf ,�rrzer• m d ���C'iK►lfnz��r3 �.=�.,� Gy �. c"lfrrs'[•• :•� ti[3 `t'� Submittal Fee Permit Fee$, Ot CCF$ '� -••� CO/CC$ Scanning Fee$ Radon Fee$ 72� 6_13 DBPR$ Notary$ Technology Fee$ i� Training/Education Fee$ 2 • Double Fee$ Structural Reviews$ 4b l7A. Bond TOTAL FEE NOW DUE (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address _ Pr City '' t 1 , _ 1 State Zip Mortgage Lender's Name(if applicable) f Mortgage Lender's Address City' f P la 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 occu seven (7) days after the building permit is issued. In the absence uch p ed notice, the inspection will not be approved a a reinspection fee will be charged. f i Signature Signature OWNER or AGENT ONTRACT R t The foregoing instrument was acknowledged before me this The foregoing instrumee tt w'as acknowledged before me this day of_ 0114'NUIV 20 IS by day of ��Y'T'VL� '20 � by AS C c.Le 0y.17—/fiJ0r,who i personally know to 1 o 6e'-F s� who i .personally kno 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: Sign: A�Vt4Q-d-,-)N. Wl A,24,� Sign: AAA44✓er N•,!�/(�,to�Y-a Print: -4-)1 1 f Print: fl M2;,JS,4 /V ejl L ,*rq-,r Seal =4NOWY w State of Florida Seal• .Williatrls �sls" Notary Public State d Florida Marissa N Wdlemssion FF 182720 ' My Commission FF 182720 17/2019 Expires 0 111 712 019 n APPROVED BY 147`/ Plans Examinermi Zoning 2 Structural Review F Clerk (Revised02/24/2014) 1/16/2018 Property Search Application-Miami-Dade County " t PROP'ERTY APPRAISER OFFICE OF TH F � (f Summary Report 'Generated On: 1/16/2018 Property Information y l r 1 i r IPy. Folio: 11-3205-027-0570 9275 N BAYSHORE DR s / Property Address: Miami Shores,FL 33138-2948 �= . Owner POLOSHOR S.LLC' Mailing Address 44 W FLAGLER ST#1100 4*. MIAMI,FL 33130 USA ' �-- 0 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/4/1 Floors 1 { Living Units 1 i Actual_Area 6,322 Sq.Ft < Liv ing Area 5,102 Sq.Ft t tt Adjusted Area 5,132 Sq.Ft 200 Lot Size 13,944 Sq.Ft Taxable Value Information Year Built 1958 2017 2016 2015 County Assessment Information Exemption value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $2,698,752 $2,708,940 $2,572,319 Land Value $1,776,611 $1,776,611 $1,645,011 School Board Building Value $869,046 $878,797 $888,549 Exemption Value $0 $0 $0 XF Value $53,095 $53,532 $38,759 Taxable Value $2,698,752 $2,708,940 $2,572,319 Market Value $2,698,752 $2,708,940 $2,572,319 City Assessed Value $2,698,752 $2,708,940 $2,572,319 Exemption Value $0 $0 $0 Benefits Information Taxable Value $2,698,752 $2,708,940 $2,572,319 Regional Benefit Type 1 2017 2016 2015 Exemption Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Taxable Value $2,698,752 $2,708,940 $2,572,319 Board,City,Regional). Short Legal Description Sales Information BAY LURE PB 44-63 Previous Sale Price OR Book-Page Qualification Description LOT 4 BLK 4 12/27/2014 $4,000,000 29452-4965 Qual by exam of deed LOT SIZE 83.000 X 168 09/01/2004 $1,800,000 22700-1041 Sales which are qualified OR 19305-0401 09 2000 1 09/01/2000 $695,000 19305-0401 Sales which are qualified COC 22700-1041 09 2004 1 09/01/1996 $600,000 17371-4183 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp Version: Detail by Entity Nam o/v/smwurConromnmw, . ' /~| ` r `/ _' - --- -'-_--_ —'- . � ~/a.^^/ "'� ^ Department of State / Division of Comorations / Search Records / Detail By Document Number / Detail by Entity` '_--- FlohdoUmbedLiabbyCumpamy Filing Information Document Number L14000187184 ~ FEI/EVN Number 35'2518724 Date Filed 10/27/2014 State Fl- Status LStatum ACTIVE Principal Address 44 WEST FLAQLERGTREET SUITE 2300 - MIAMI, Fl-3313O Changed: 01/09/2015 Mailing Address ' 44WEST FLAGLERSTREET SUITE 2300 MIAMI, FL3313O Changed: 01/09/2015 Registered Agent Name&Address ' ATRIUM CPA 44 WEST FLAQLERSTREET SUITE 23OO MIAMI, FL3313O Name Changed: O4/25/2O1G Address Changed:O1/OB/2015 Authorized Person(s)Detail Name W^Address Title MGR DUAZANA, LAURENT 44 WEST FLAGLERSTREET SUITE 23O0 - MIAMI, FL33130 | Title MGR | ' 1m 1/16/NQ Detail by Entity Name QOUAZANA, PASCALE _ 44,WEST�FLAGLER STREET'SUITE-2300 MIAMI, FL 33130 Annual Reports Report Year Filed Date 2015 01/09/2015 2016 04/25/2016 2017 02/22/2017 Document Images 02/22/2017—ANNUAL REPORT View image in PDF format 04/25/2016—ANNUAL REPORT View image in PDF format 01/09/2015—ANNUAL REPORT View image in PDF format 10/27/2014—Florida Limited Liability View image in PDF format http://search.sunbiz.org/I nquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=POLOSHO... 2/2 DATE(MWDD/YYY`() A`ORD1 CERTIFICATE OF LIABILITY INSURANCE otilsrts THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES=NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME RYEN MARINE INSURANCE GROUP INC RYEN MARINE INSURANCE GROUP INC PHONE 772 232-9371 AI No): (772)232-9376 221 S Ocean Drive,Ste C ADDDRE • su insuremarine.com Fort Pierce,FL 34949 INSURER(S) AFFORDING COVERAGE NAICB INSURERA: United State Fire Insurance Co. INSURED INSURER B. PMA Insurance Group Southern Marine Construction,Inc. INSURER C: American Longshore Mutual Association ltd. INSURER D: P.O.Box 414194 INSURER E,. Miami Beach FL 33141 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN', THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCKPOLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL U POLICY NUMBER POLICY EFF M LICY EXP LIMITS LTRX COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE a OCCUR PR MISE a occurrencei $ 50,000 MED EXP(Any oneperson) $ 5,000 A 830-103583-05 10/22/17 10122/18 PERSONAL&ADV INJURY $ 1 000 000 GEITL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY.7 jE OT El LOC PRODUCTS-COMPIOP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY CEa accideOMBINED SINGLE LIMBnt $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY er dent $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ HCLAIMS-MADE EXCESS LIAR AGGREGATE $ DED'I I RETENTION_$_ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY /� STALITE ERH _ ANY PROPRIETORIPARTNER/EXECUTIVE Y I H E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N/A 0860445Y-18 02/18/18 02/18/19 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes.describe und DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C USL&H ALMA01707-02 02/18/18 02/18/19 Limit: 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Marine Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,Florida 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE o i 98s-idi5 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD •�� Miami Shores Village Building Department RECEIVE i 10080 NE 20d Ave. %to Miami Shores, FL 33138 13 018 306-795-22041 Fax 306-766-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL m INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by ,L to perform special inspector services under the Florida k. Building Code P Edition(2017)and Miami Dade Cou dMinletrative Code at the 5/,,' project on Me below listed structure as of " (date).I am a regisstefed ' architectlprofessional engineer licensed in the Stat of F) rids. Process Number✓ A - - _Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 6r"Edition(2017) ..•• ' 0000.. _Miami Dade County Administrative Code,ARicle II Section 8.22 Special Inspector for •• 6• • 00*:60 0 00 0006:. _Trusses>35 ft.long or 6 ft high 00000* 0-060 • 6 606600 _Steel Framing and Connections welded or bolted • 0000.. . 0000 . 0000. _Sal Compaction 0000.. • 0000. _Precast Attachments •• 6• •• 6 6 6 6 6 6 666666 0 • Roofing Applications,Lt.Wei hL Insul.Conc. 0 • 6 0000.. _ 0000.. cher .vG : 0 • .. - 000.. Note:Only the marked boxes apply. 00*000 The following individual(s)employee by this firm or me is authorized representative to perform in"' * 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licatsure to perforin the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;smssful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contracu r • I(we)will notify the Miami Shores Building Depart,. ; cif any changes regarding authcTized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further.upon completion of work under each Building Permit,I will submit to the Building Inspector at the tithe of the final inspection the completed inspection log form and a sealed statement indicating that,-to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Co and are in substantial accordance with the approval plans. 6�ngi r/Architect Name �� #(/. 51_-4�IGY-� f Sr d and Seal4l --— —- Print K LJ FEB z 8 2018 DERM Coeatal Rosowcea Section Natural Resources Regulation A Restoration Wslon(NRRRD) Department of Regulatory and Economic Resources MIAMI•DADE Coastal and Wetlands Resources Section . p W J _ 701 NW 1st Court, Suite 400 I Miami, FL 33136-3912 305-372-6575 Class I Construction Permit Permit Number: CLI-2017-0523 Issue Date: 2/28/2018 DERM Project Manager: Lindsay Elam Expiration Dater 2/28/2020CH(r Permittee Contractor Poloshores, LLC Southern Marine Construction, Inc. c/o Pascale Ouazana, Manager P.O. Box 414194 44 West Flager Street#1100 Miami Beach, Florida 33141 Miami, Florida 33130 License No. E-1907 Phone No. (305) 898-5888 Phone No. (305) 861-2764 Bond Engineer Performance Bond: N/A Joseph N. Sheingold, P.E.#21181 Mitigation Bond: N/A Phone No. (305) 378-1244 BBEETF Contribution: N/A THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF,SUBJECT TO THE ATTACHED GENERAL AND SPECIFIC CONDITIONS. Plans Entitled: DOCK REPAIRS FROM HURRICANE IRMA OWNER: POLOSHORES LLC 9275 North Bayshore Drive Miami Shores, Florida Date Signed and Sealed: 1/5/2018 Project Location: 9275 North Bayshore Drive, Miami Shores, Florida 33138 Project Description: O Removal of 1 dock pile. C Installation of a 282.5 square foot T-shaped wood dock consisting of a 5 foot wide"by 17.5 foot long (87.5 square foot) access walkway located between 39 and 44 linear feet from the north property line and a 10 foot wide by 19.5 foot long (195 square foot) terminal platform located between 31.5 and 51 linear feet from the north property line. The dock will be supported by 1 new wood pile and 8 existing wood piles. Attachment A: Environmental Quality Control Board Order 14-26 Attachment B: Mooring Prohibited Area (MPA) THIS PERMIT AND PLANS SHALL BE KEPT ON SITE , DURING ALL PHASES OF CONSTRUCTION CLI-207-0523 MENEMnMMMMM! ■nEn��� non Moon - Pln inn lawl so Xmim ■ _� � -..� inn m■�� --:. -�.�� inn nen�nnnannnnn inn nnnc.�� ��►��_ _ mnn®nnn ����®�� nn�a�//n%%��nnrnn■ �ndnn��nnnnnn�i nnnnnn■ n��-�■tea■����n �: ten■ �.._n r ■n■■n�� n noun rAWWOm'alwim MEN nrmfnnAMPIM WINEffi�E �nnnnE�IMnn Qnn MENNENEM&Aflflop 'A n ■ ,?�na�nnnnnan�n�nnnnnn IMMMMMEN �■nn��a�n mn�� ninnnnnNn ����� non ■■■■■■■■■■■■MOM■■■®■■■■■■■■MEMO■■■ ■■■■■■■■■■■■■■■®■En■■■■■ MRA■■ ■■■■■■■■■■■■■■■■■■■n■■■ ■■■■■ ■■■■■■©■■ ■■■■■■■■■■MEN 0 am- MEMO ■ ■■■■■ ONE■■■■■��MOM n■ 'Mom MEN NEW) 111 mall. 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MEN ERRE■■ ■■ PREPARED BY E"ACTA Land Surveyors,Inc. ..."" or— ,aa�a,�.,., t, www.exactaland.com Toll Free 866-735-1916 • F 866-744-2882 I PROPERTY ADDRESS:9275 N BAYSHORE DRIVE, MIAMI SHORES,FLORIDA 33138SURVEY NUMBER:1711.3273 I FIELD WORK DATE:12/19/2017 REVISION DATE(S):(REV? 124`12017) 1711.3273 BOUNDARYSURVEY TABLE: MIAMI-DADE COUNTY L) N 0°3T15e E 83.00'(P) N 0°37'14'E 83.1 It(M) L2 5 0°44'1 Is W 83.00'(P) 5 0043'58'W 53.15'(M) 112"FIP NO ID @ ANGtP POINT LOT 3 BLK 4 I/2'FIP 0 5 89°2255'E 167.79'(M) Fmn 0 NO ID d 569'2245"E 167.67'(P) 6'C.L.F. 2.I'OFF O WM a,I " WALL 6 KETAL FENCE 22.7 'd 31.9' 4119.2' 42.3' in 'Q ••• ENOL 101 10 TRELL15 ,•-. 3.5 r F 0)1,, 25.1' 5 I •• 'C[•0• 0000•• lD tD g I N n � 3 •• • � •• N N m +• 7.4 �•••• • W WA 26.6' 25TY, - ••• \•� 0000•• Ul tell W RE5#9275Ir m Q3 s PAi10• °i s.j !— • • O S <y • m _ s" ry `l 0000•• ( CONfC DKr_ I: LOT 4 N•• •\ • • m m M t m J O� �••• BLK4 IG ••• 0) 00006 In �3; s 0.00 CL.#O ••0000 7s.r - • • ro 4'KETAL r NCE •• •• 0.0.0 0 O 0000 • NO 10 o N 89°2245"W 167.5 I'(P) G'C.L.F. FN,o 2.O 04 • 41' • .O -v N 89°22'44'W 167.63'(M) NO ID. 1 ••• 000000 d 0 • LOT �••• • • • •0000• /2`FlP 8LK4 •� • 0000d • • NO ID @ LOT COR. •0 1 hereby certify t undary Survey of the hereon describ elfye been made under NOTES: m direction, d to of m knowledge LOT APPEARS 5 E E SERVICED I CIN WATER AND SEWER y 6�� y 9 FENCE ONMERSt11P NOT DfTF,RMINf.D and belief, it t ue and urate representation of a survey a i imum technical 40 0 20 40 standards se Orth by the ida Board of Professional eyo L�`A lf Ma `ers in Chapter 5J-17 of the a Ad rative Code. GRAPHIC SCALE (In Feet) N NAL S UBV 1 inch = 40' ft. W. W RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 Use ofThis Survey for Purposes ocher than Intended,Without Written writkatlon,will he at the Users 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; POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE&VE(WITH A BASE FLOOD ELEVATION OF 10& 11).THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652,DATED 09/11/09. ' ' • AFFILIATE CLIENT NUMBER: DATE:12/19/2017 BUYER: FjA MEMBERS SELLER: CERTIFIED TO: . ♦ A ' sad � s This is page 1 of 2 and is not valid without all pages. Please Remit Payment To:2132 E9th St I Suite 310,Cleveland,OH 44115 + REPORT OF SURVEY 1711,3273 This is page 2 of 2 and is not valid without all pages.l LEGAL DESCRIPTION: LOT 4,BLOCK 4,BAY LURE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 44,PAGE 63,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF SOUTH 0 DEGREES 37 MINUTES 15 SECONDS WEST IS BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF N. BAYSHORE DRIVE,LOCATED WITHIN BAY LURE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 44,PAGE 63,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. TheLegal Description used toperform this survey Was supplied byothers.This surerydoes not determine or imply ownership. 2. This surveyonly shows lmprovementsfound aboveground.Underground footings,utilities and encroachments arenotlocated onthis survey map. 3. If there Is aseptic 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. S. Addttlons or deletions to thissurvey map and report by other than the signing parry or parties is prohibited without written consent of the signing party or parties. G Dimensions are in feet and decimals thereof. 7. Due to Varying constructlon standards,house dimensions are approximate. B. Any FE MA flood zone data contained on this surveyis for Informational purposes only.Research to obtain such data Was performed at wwwlema.gov. 9. All corners marked as set are at a minimum a'h"diameter,l8"Tons rebar with a cap stamped 1847337. 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 5}17,062(3)of the 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 of the 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. I1.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,If any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged a reduced for clarity.The symbols have been plotted at the Center of the field location,and may not represent the actual shape a size of the feature. 13.Points of Interest(Pots)are selected above-ground improvements which maybe in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as PON,or which are otherwise unknown to the surveyor.These POI's may not represent all Items of interest to the viewer. 14.Utillues shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The Information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third parry firms are for Informational purposes only. 16.Pursuant to FS.558.0035,an Individual employee or agent may not be held individually liable for negligence. •• 17.Hwse IT should not be used for new construction or planning.Measurements should be verified prior to such activity. • - LEGEND: •+ •' • • • • SURVEYOR'S LEGEND 064111, �•• 1 •++�•• IlI1rI1'PB:r�� Stma g:,ma,:amgq«re,m 000000 • ® %VOCE Tttn:s,..ae.ea«gem ® eeaal MRRK v not Is,oRArlr ••••a 1 StAucTtaAt cr"d01�u�� f eeNtrRlsac_ _ aR Memel►+ Ecuer +•• � � rt GHNN-DNRwAPPolice +• 41 fl • • cxxa • ••••w C9NTROL-NET • • w�� wATnt i/ wood // • coNCRne MONUMen O UnurvoR Israel••• • 0 1 L'Os[a WATtlI VIHM1eDiC2 -DAnN ® M211 + • • 41 ••••• -"---" QevATaN `•• •• •• • 000000 IQ CALCULATED EO.W EDGE OF WATER N.TS. NCTMSCALE RP. RAIUMPOINT A.E. ACCE�E L0L�r+ • •• N) DEED EIEV. ELEVATION NAVD88 NORTHAMERKANVFRTICAL RM' RIGHTOFWAY RICE AH•NDIi EA.•'v1EN• • in FIELD EM ELECTRIC METER DATUMOFI- THIS. RESIDENCE C.M.E. CT•AL MANTENAI•E ESMT. • •3•••• LNO MEASURED ENCL ENCLOSURE NGVDa9 NATIONALGEDOFIK RGE. RANGE CU.E. COUNTYVIILITYESME •••••• PLAT ENT. ENTRANCE VERTICAIDATUMOF 1919 SAL SET BACK LINE D.E. OWNAGE EASFINENT " BU RECORD EVB EIECIAK VEYl7Y BO% QCS. ON CONCRETE SLAB S.CE wRVFl QOSVRE UK DILL OIY NAGE/y"O Ur FSM. • I 0 LSI SURVEY FF. FINISHED FLOOR QG. ON GROUND S.T.L. SURVEYOR UNE ESME. EATE�Fyj •••••- ASBL ACCESSCRYSETBACKINE F.O P. FOG OF MWMENT CL B OFFICIAL RECORD BOOK SW SEAWALL IEIF E. INGRL"S•TRESS ERR. •• + • A/C ABR CONDITIONING FIDH FOUND DRILL HOLE QkV. OFFICALRECOPDVOLUME S/GD SET CLUE DISC IRRE. IRRIGATION EASEMENT • • • TCM FND.CONCRETE MONUMENT OVA OVERALL S/W SIDEWALK LAE. UMREDACCESSESMF B.C. BLOCKCORNER •• 111 &it REARING REFERENCE RIP FOUNDIRONPIPE O/5 OFFSET SCA SCREEN LBF. LANDSCAPE BUFFER ESMT. B.0. REARING REFERENCE iI FOUND IRON ROD CAP OFF OVESIOEa SUB1ER PAAQt SEC. SECTION LE LANDSCAPE ESMT. 80.1. BUBDNGRf51WCMRIUNE FIR FWNDIRON ROD DIa. OVERHANG SEP. SEPTINC LME LAKETE ONCE EAE • BLD BANDOW NRC FOUHONON flOObCAP OHI. OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT BLDG KOOKBUILDING IN FOIINDNA1l ON INS[IEOf SUB1ER PARCEL SMC SET RTONROD bCAP ME. MAINTENANCE EASEMENT BM BLOIX FNBD FOUND NNL AND DISC PB. POW OCK,FC $Qn. SETNRE•DISC P.UE. ROOF UTILITYEASEMENTESaM RM BENEMMARK FPO FOUND P.C. POINT OF CURVATURE SOFT SWORE FEET 0.0E ROOF OVERHANG LASNGESMF BSMT. BASEMEN FPKN FOUNDPKNAIL DISC NAIL P.CC. CUNTOF COMPOUND Sly. STON SWE STOM KTERMANA C CURVE FRR9P FOUND PKNMLBDISC PCP. CURVATURE SV TOPO SEWERVALVE SHINE EASEMHITTER MANAGEMENT CA CONCRETE BLOCK GAR FOUND RAILROAD SPIN MINT NE TOB TOP OF BANK TECHNOLOGICAL CIF. CN INKfENCE GAR GARAGE PL POINT OF BECOMING TEM TELPHONE BENCHMARK T.U.E. TECHNOLOGICAL UDUTY ESMT. CO CLEAN� GM GAS METER P.O.B. POINT OF BECOMING TEL. TELEPHONE FArARES VE Vnt(TY EASEMENT CVO. CON(MIEVALLEYGUM IQ IDENTIFICATION P.O.C. POINT OF COMMENCEMENT TNT. TOWNSHIP CA CENTEAUK ILL ILLEGIBLE PF. PINCHED PIPE T% TRANSFORIER CN COVEREDPORCH INST. INSTRUMENT PAG POINT OF REVERSE CURVATURE M TYPKAL CA CONCRETE SLAB INT. INTERSECTiDH P.0.M. PERMANENTREFERENCE U.0. UTILITY RISER CAN CABLETVRISER L LENGTH MONUMENT UG UNDERGROUND CH CROTID BEARaG LBF LICENSE a-BUSINESS P.T. POINTOFTANGENCY UR UTILITY RISER CAM. CHIMNEY tsa LICENSE#-SURVEYOR PIE POOL EQUIPMENT VF. VINYL FENCE CONIC CONCRETE M.B. "a" Pa PAGE W.F. WOODENFENCE C00. CORNER MES MTTERFO ENO SECTION PLS PROFESSIONAL LAND SURVEYOR WIC WITNESSCORNER CS/W' CONCRETE SIDEWALK MF. METAL FENCE PLT PLANTER W/F WITER FILTER D.F. DRAIN FIELD MES MITERED ENO SECTION PSM PROFESSIONALSURVEYORAND WM WATER MFfERNAIVE BOK D.H. DRILL HOLE MH MMMOLE MAPPER WV WATERVALVE D/W DRIVEWAY NA. HONMDIAL R PAWS.BACRAL ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: i OFFER VALID ONLY FOR: I In rnmpMrcumrdanre wlrh FlnrldA Sl„rine aTT mS aniPnsLMm rn 1.Whileviewing the survey in Adobe Reader,select the me❑ccrmmc 5lgnamm Act til trowo,0.11da Statute TITLE xxxlx' "Print"button under the'File"tab. Chapter 66tl.it Ihla Jucurr,er,t wa>raYelved elecuunkally via RUE, then R has been lawfully 0,111 nkally Signed.Therefore,this survey 2.Select a printer with legal sized paper. PDF,xauthemlc,is completely afhclal and Msumble.In order to raldate you n,,rnn,a h,,hnr:„FPDF s Af wM VM WwwI.,is ,rs Tom, 3.Under"Print Range",dick select the"AN"toggle. you must Ute a hash Takulatw.n free ha+h cakuWtm rs wtll blc fofor doA„kuJ at 4.Under the"Page Handling"section,select the number wwwfcrudu.<em/qe<hvgemRlle-CA•nacemenlM,rh{ArJq«Kni1 rMml of copies that you Would like to print. In older to Yandote the Elenronk slgnarure olanysurvey PUf tent y'm w.sm-ysrvscom: 5.Under the"Page 5ding"selection drop down menu, IIBmdtlsclWshc;ak,¢rP a .n select"None." 10% OFF ohwau<mNaeUSvsremrfAeW,uggnenlMukC4cuNtoraful9 aMml I.saw th"s,nwy PDF mrnynn mmpner I—,w.w.siit yY,,nrnm 6. Uncheck the"Auto Rotate and Center'checkbox. a Nam theenml sum rmm-m wwrveynarsrom. 7.Check the"Choose Paper size by PDF"dwckbox. OF FUTURE SURVEYING SERVICES i 3.Ckk the square Benne button In the uTirw'r right lurid corner of the Hash CakvbW to fid and slri then dSurwy PUT dons t,and dick S.Click OK to print dvCIMInON THIS PROPERTY,UP TO S500. TIF I—.,In she I—nelht harts trimer ntrhe Hash C,,Lni, ,. 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"Gray S.W. - '0-'r-''•-q�--" EX(ACTA Exacta land Sllrve�rors InC_ w16-F.ct-744-2 82 P.ive Suite • ysersi7442882 L84 7337 11940 Fairway Lakes Drive,Suite 1•FL Myers,FL 33913 GENERAL NOTES �t ' ;, �� \� DOCK REPAIRS FROM HURRICANE IRMA DESIGN: IN ACCORDANCE WIT FBC EDITIO & ASCE 7-10 FOR: N PILE NOTES: ALL WOOD PILES TO THERN PI AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED W/ C.C.A. POLOSHORES LLC ��� co FEDERAL SPECIFICATIONS TT-W-550D 1 OR TT-W-00550E 1 AND AWFA-MP-4. PILES TO HAVE A MIN. DIA. OF 12" 75 N-R�H'BA �•.i0 E DRIVE PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. MIIIAidAI MORE F h�fDA O C CONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820Kh. •�— STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. , , dj MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: ON L -IN JE '� CINEER: 4_0 ro 1 INTO BEDROCK- 6 FEET MIN. L :3 au N. SHEI to 4Di . OFFICE:305 986 7002 1 N r` E MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE F +r �E #21�81 FAX: 305 253 4455 lA H CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. 1 C E-m 12420 SW.75 AVENUE REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 O O �� MIAMI, FLORIDA 33156 Utnmaw GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST -.� (n o , , , • , ACI AND MANUAL OF STANDARD PRACTICE CODES. N 97th St7'q"! ' SNE 97Th SC • _ =-, ��-�- yE96[hSt STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, (ALL LOAD SUPPORT MEMBERS TO BE NON-DENSE eget St .-- --�'--m r{ SELECT STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS AND 61.1 2013 SUPPLEMENT. 9"h . RECEIVED HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. ONE 9z�sNorotBOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A. _ Ieano..orrr.DESIGN LOADS: 50lbs/FT2OF LIVE LOADS v �m=-.t 92nd St 11 JAN 18"201 , •I• •• 0 • Z --' NE91st Tettace 175 mph WIND VELOCITY, EXPOSURE "D" rr�� fs ' i- _ / —NE 9oth St = F i� •.• •• A z NE 901h St.:.,. •• •• • •• m ,�NE90thSt, rn E89th. -AL DRAWING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. _s _ S IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OFEBB,h� _ NE 88th St. ;"" ;• �••• SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF 87thSt r —,�'�E87thSt-- '�SOUTHERN MARINE CON TR T �+ IP NE 86thStjd,,eNNE861hS► � °� ."S UC ION, INV• U­NE NE85thSt" , NE85thSt 11 { Qom•! •• ` ��yJ 7 SNE 84th St s�*.d JAN �+ �7••''• • it '• -ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED. •-mist tfl. [a -' v • Harbor Islard • •.••.• tia- Isc+Si'�fa��'`I CNE 83 St-+tr JtiI IVIS l .� n '1 BISCAYNE BAY °'mayRRELI y 1 ph1 C�?it _ �tidn ••• •• EXISTING DOCK PILE TO BE �--m• w �-- _-" Nd�t�If �''- 11 " ' a� • REMOVED AND REPLACED . 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Z ~ OD z Co \ �V EXISTING SEAWALL U a a 83'-0" TO REMAINRES ;. RER-NATURAL RESOUICES DIVISION A- 1 -:� �b�B�I fiesrauro�e N EXISTING CONDITIONS AND DEMOLITION PLAN blampF��AL vAL N VICINITY MAP ��re'� DN%Ion(NI R��re��n 3/32" = V-0" DATE - N.T.S. oc RECEIVED N FEB 2 8 2018 U co m I N SRod®eot�nrenon .4� DEFM DA � q8M A ouRer (z C aNeturel Reb Dlvielen(��� .0 .6 Imc ® ED � c aE RECEI � amm com.t c JAN 09 2018 00 a �6°y . don U)UUMCDEaI • GERM Coast Haspurces Seesto �� estoration Naaral Ft ul BISCAYNE BAY APpRQ,,'�r} 19'-6" 14'-0" 17 —6 " 0• • 0 ' NEW 12" CCA DOCK PILE TO BE INSTALLED00 K�� � IN SAME LOCATION AS REMOVED PILE 7'— 12'-0" • 0000 • ..... 17'-6" 13'-6" 00d 00 Ile 5'-0,> 7,-0„ * y A, ....-.f. •• • 0.0.0 'S C •-. 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