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WSW-16-387 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERSs�ul,�' Pd, PROFESSIONAL ENGINEERS NATIONAL ACADEMY G� FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W.75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 wSr,J-2-/ 9— 38 r2�� �SP 2 August,2016 Village of Miami Shore Building Department 10050 N.E. 2nd Avenue Ref: 1450 N.E. 103rd Street Miami Shores, Florida 33138 Southern Marine Construction 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 marine construction complies with the permitted documents. I also attest to the best of my knowledge and belief,the approved permit plans represent the as-built condition of the structural and envelope components of said structure". This document is being prepared in accordance with Section 107 of the 2014 Florida Building Code, 5th Edition, and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure. Should you have any further questions or need any additional information,please do not hesitate to contact me. ince y: IN "eingold, P.E. 21181 r' Miami Shores Village } if 7 j In WAIWSearwalls 10050 N.E.2nd Avenue NES +` Salfait Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 1 /0912016 Project Address Parcel Number Applicant 1450 NE 103 Street 1132050310040 Miami Shores, FL 33138-2626 Block: Lot: VIKTORINEX, LLC Owner Information Address Phone Cell VIKTORINEX, LLC 1931 CORDOVA RD Road (305)647-6486 FT.LAUDERDALE FL Contractor(s) Phone Cell Phone Valuation: $ 70,000.00 SOUTHERN MARINE CONSTRUCTION 305-861-2764 (305)613 6377 v_._...__ �_.._......._.._,._, .:. Total Sq Feet: 310 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: PE Letter of Intent Type of Work:SEAWALL REPAIR WITH BATTER PILES P Height: Final Length: Additional Info: Final DERM Inspection Bond Return: Classification:Residential Review Planning Scanning:4 Review Structural Review Building Steel Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $42.00 CO/CC Fee Invoice# WSW-2-16-58662 $50.00 02/11/2016 Check#:36371 $50.00 $2,412.00 DBPR Fee $31.50 DCA Fee $31.50 04/12/2016 Check#:298 $2,412.00 $0.00 Education Surcharge $14.00 Notary Fee $5.00 Permit Fee $2,100.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $56.00 Total: $2,462.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named co r to do the work stated. April 12,2016 Authorized Signature:Owner / Applicant / Contdact6r / Agent Date Building Department Copy April 12,2016 1 Robert Rossi SOUTHERN MARINE CONSTRUCTION,INC. www.southemmarineconstruction.net Email: rrossR(Mbellsouth.net Dade: (305) 861-2764•Cell: (305) 613-6377 Fax: (305) 865-4848 Miami Shores VillageT- - _-ARID Building Department FEB �o,s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ®4;7/16✓ Tel: (305)795.2204 Fax: (305)756.8972 ' ' INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. Wu) M PERMIT APPLICATION Master Permit No. Permit Typ BUILD ROOFING JOB ADDRESS: I 1 S® 5T (Zn, FL City: Miami Shores County: Miami Dade Zip: 7?lt7l� FoHo/Parcel#: t ( 77 us- 07->1 06 !q Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_Vi t^S- 10 i2 i N e X LL C Phone496q ( f) " 90 12. Address: City: (A C,40 -aa S State: ��®mt a(&A Zip: 5313 Tenant/Lessee Name: Phone#:_ W Email: CONTRACTOR: Company Name: u",er o c4fucklo Phone#:M-f 45) (61$ GS-77 Address': / PC) - _N- x- �� City: NI 1 n7 t,,t -T?PA-C(t I~- State: rum Zip: 531 q I � ! Qualifier Name: , I l.o S S- 6 Phone#: (-1-7 Sa /0-63-77 State Certification or Registration#: Certificate of Competency#: _ (ci 07 Contact Phone# ') CL I-VI Email Address: S( 2- L2w DESIGNER:Architec ngineer: ®� �1L°I G 1 F- Phone#: v 17o-� 3®Z Value of Work for this Permit:$ 70. 0C)o . o� Square/Linear Footage of Work:. Type of Work: ❑Addition ❑Alteration ❑New ep ' /Replace ❑Demolition Description of Work: (�1'Z®aJ 1i `�I I d1°r�„�1 C0 iZ, �Z-o - (o -X91 (o O b"7 Se A Cj JI-tt, YiTz to,(rL 1(t s Attj p,.OW C . m C A-1 0 0 Z + 8® Lt ' 1)(.L<- D A---r (.,I F " Color thru tile: Submittal Fee$ Permit Fee$ CCF$ q ,2 ' oo CO/CC$ � ' Scanning Fee$ 6 - Radon Fee$:3( < S® DBPR$ ( . Gb Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ 1-2-0- W TOTAL FEE NOW DUE$ q 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$;500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bro re will a delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com enc went ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ' ed. th abse ce;of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this jO3 The forego' instrument was acknowledged before me this day of, ,201r,by P e /-7,4 ��R-o w A- day of ,2007t by - SSS' , who is personally known to me or who has produced L who is personally known to me or who has produced identification and who did take an oath. 2D&- as identification and who did take an oath. NOTARY P LIC: iDTt�ASCaaR�O NOTARY PUBLIC: 7EXPU s:t�ya,2017 n eoa eo a P+,�ue tntae Sign: Lel sign. Print: n Cry Prin My Commission Expires: 11AX A)l7 My7�:W;:; xpiresol/12/2018 iEffiagmic State of Florida oanna M Feliciano y Commission FF 082753 ,k�Tr4r&�YFraY4r8r�k4r,kk�Y�9e3esYsY3c4nY�Yds�Y�Y4r4rdr&int s9a,4de�YaYs44nY,k,k4a,k APPROVED BY Plans Examiner Zoning Ida Structural Review Clerk (Revised 5/2/2012XRevise( )(Revised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007) betail by Entity Name Page 1 of 2 Detail by Entity Florida Limited Liability Company VIKTORINEX, LLC Filing Information Document Number L06000056621 FEI/EIN Number N/A Date Filed 05/30/2006 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/07/2006 Event Effective Date NONE Principal Address 1931 Cordova Road Suite 188 Fort Lauderdale, FL 33316 Changed: 04/30/2014 (wailing Address 1931 Cordova Road Suite 188 Fort Lauderdale, FL 33316 Changed: 04/30/2014 Registered Agent Name &Address MIROVA, PETRA 1931 Cordova Road Suite 188 Fort Lauderdale, FL 33316 Name Changed: 04/17/2015 Address Changed: 04/30/2014 Authorized Person(s) Detail Name &Address Title MGRM http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 2/11/2016 CTQB Construction Trades Qualifying Board - BUSINESS CERTIFICATE OF COMPETENCY El 907 SOUTHERN MARINE CONSTR. INC D.B.A.: ROSSI' ROBERT A Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTR L 09(3,0 090M Local Business Tax Receipt . Miami-Dade County, State of Florida -L �B THIS IS NOTA BILL - DO NOT PAY 1195247 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SOUTHERN MARINE CONSTRUCTION INC NNEINAL SEPTEMBER 30, 2016 6875 NE 3 AVE 1195247 Must be displayed at place of business MIAMI FL 331.38 Pursuant to County Code Chapter SA-Art 9&10 OWNER SEC.TYPE OF BUSINESS SOUTHERN MARINE CONSTR INC 196 SPECIALTY ENGINEERING CONTRACT PAYMENT RECEIVED E7907 BY TAX COLLECTOR Worker(s) 10 $45.00 .09/30/2015 CREDITCARD-15-052279 This Local Business Tax Receipt only coonnas payment of the Local Business Tax.The Receipt Is not a license, PURI%or a certification of the holder's quelifications,to do business. Holder must comply with any goveremerdaI Of Ro01101m atental regulatory laws and requirements which apply to the buslnass. The RECEIPT N0.above must be displayed on all commerclal vehicles-Miami-Dade Code Seo So-276. For more information,visit 007950 'Municipal Contractor`s Receipt Miami-Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY E1907 MPJy BUSINESS NAME&OCATION RECEIPT NO. EXPIRES SOUTHERN MARINE CONSTRUCTION INC 7472479 SEPTEMBER 30, 2016: 6875 NE 3 AVE ;3 MIAMI FL 33138 Pursuant to County Code Sec 10-24 OWNER SEC,TYPE OF BUSINESS PAYMENT RECEIVED SOUTHERN MARINE CONSTR INC SPECIALTY ENGINEERING CONTRACTOR Y TAX COLLECTOR C"Ory(s) 1 E1907 $175.00'09/30/2015 CREDITCARD-15-052279 For more information,visit www.miamidade.goyitexcollaator MIDDt 0, CERTIFICATE F LI I I INS 211/20 r THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGWS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EOiTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. W11ORTANT: N the cerWicate holder is an ADDITIONAL INSURED, the poky(Ws) must be endorsed. If SUBROGATION IS WAIVED, siert to the tmns and conditions of the policy,certain Policies may require an endorsement. A statement on this Certifta$ts does not confer d9 is to the In&V gj Such gUggUjggj2Gft. PRODUCER km.E.M. PA LYNCH & TES INC 72 232-9371 .(772)232-9375 701 N Federal , Suites 401 Stuart, 39994 a ited State �'irdi 1n UrZMCe CO- INSURED Southerti a e Const ction, Inc. TB orth r1 , Inc. P.O. Eox 41.41.94 SURER CMiami ach., 33141 305-861-2764 INSURER E* CO S TE ULIM NOM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE INSURED NAMED ANNE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUII`sEMOIT.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 8 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONSOF SUCH POUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. LTR TYPE OF INSURANCE F LINTS COMMERCIAL GENERAL LIABILITYEACH RRENCE � 00 ctAlMs•MADE L rJ occuR P&I(M-cargo'Includes Po a, 51000 Crew/aToneS Act 1, 1 830-1018825 10/22/1510/22/1 IN Rv I S 1,000,000 GEN*L AC;GREtdATE UMrtAPPUES PER: GENERAL. &GOREGATE S 21000,000 X POLICY c°T LOC aR TS-CWP1 000 000 1 OTHER, AUTOMOBILE LIABRAY $ ANYAUTO BOOILYINJURY(per PS—) $ AUTOS ALLOYMED SCHEDULED BODILY INJURY(Perawdetl) $ AUTOHIRED AUTOS NON-OWNED $ AUTOS fez 22=2 $ UMBRELLA UAB OCCUR EACH OCCURRMCE S EXCESS LIAR AGGREtiATE S WORKERSCOMPENSATION AND EMPLOYERS'UASnM YALI Ac90P, '00 ANY PROPRISTORMARTNERaEXECUTIVE E.L EACH oF� excluosar NSA M Includes USLAH ELos E-EA , }0;s UZ5 It aeshenndsr1,000,00 DESCRIPTION OF OPERATION I l LOCATIONS/VEHICLES(ACORD 901,AdditrmiRwnwks mar be aftehWif nwe spew terey='Ired) Marine Contractor. Miami Shores Village 10050 2nd Avenue THE EpRYA THE TABOVE DHEREOF NOTICE IES BE B�DEuvEBEFORE Miami Shores, Florida33138 ACCORDANCI anTHTHE POWYPROVISION& AUTHORIZED REPRESEtvTA 10,14 01988-2013 ACORD CORPORATION.Ail tights reserved. ACORD 25(2013104) The ACORD narns and logo are registered marks of ACORD � "00 e \ 0 1 IN I 71 C ,e NIHN,1' '-HORES, FL0RfDA3,3131-,-21s2 (305� DAVID A. DACQUISTO, AICD DEVELOPMENT ORDER File Number: PZ-0I-16-2016007 Propert- y Address: 1450 NE 103rd Street Property Owner: Viktorinex LLC Address: 1931 Cordove Rd, Suite 188, Ft. Lauderdale, FL 33316 Applicant: Petra Mirova Address: 1450 NE 103'd Street, Miami Shores, FL 33138 Agent: Robert Rossi Address: PO Box 41494, Miami Beach, FL 33141-0194 Whereas, the applicant Petra Mirova(owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, Sec. 534 and Sec. 600. Site plan review and approval required. Waterfront development. Seawall repair,dock and boatlift.. Whereas, a public hearing was held on January 28, 2016 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings. and the conditions agreed upon at the hearing: I Approval is granted for work inside the D5 Triangle to construct a 62 ft. wide dock extending 5 ft. into the canal, a boat lift extending an additional 14 ft. into the canal and to repair and improve a seawall. Page I of 2 i 2) Applicant t� secure final approval from the Department of Regulatory and Economic Resources. Natural Resources Division and the Army Corps of Engineers, before a building permit will be issued. MD DRER.NRD. 3) Applicant to comply with all requirements of FEMA, the NFIP and the Florida Building Code for construction in the AE9 special flood hazard area. 4) Applicant to add not less than two (2) solar lights on the outside piles of the boat lift and night time reflectors on all outside posts on the dock. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) Applicant to obtain a building permit before commencing work. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 28`" day of January, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes a Date A'hard M. Fernandez Chairman, Planning ffoard Page 2 of 2 v i 1 v t i (Requestor's Name) i (Address) 600282942096 (Address) (City/State(ZiprPhone#) PICK UP WAR MAIL U.:Ir'Utr'lb--i_11UU19i fiil25.00 (Business Entity Name) ..+ --cn rR 70 (Document Number) L cn=- Certified Copies Certificates of Status Special Instructions to Filing Officer. --CJ�ciT1 �toa g o �bFl Office Use Only I COVER LETTER TO: Registration Section i Division of Corporations I SUBJECT: Viktorinex, LLC Name of Limited Liability Company The enclosed Articles of Amendment and fee(s)are submitted for filing. Please return all correspondence concerning this matter to the following: Natacha Angelo Name of Person Joe Miklas, P.A. Firm/Company + P.O. Box 366 Address Islamoradla, FL 33036 ^`3 City/State and Zip Code .cont co -mn cess:(to or future annus report not kation tr For further information concerning this matter,please call: Natacha Angelo at( 305 ) 852-7225 text-1001 Name of Peron Area Code Daytime Tcicphone Number Enclosed is a check for the following amount: IR 525.00 Filing Fee ❑$30.00 Filing Fee& 17$55.00 Filing Fee& 0$60.00 Filing Fee, Certificate of Status Certified Copy Certificate of Status& (edditionaicopyisenclosed) Certified Copy (additional copy is enclosed) l MAIWNG ADDRESS: STREET/COURIER ADDRESS: Registration Section Registration Section Division of Corporations Division of Corporations P.O.Box 6327 Clifton Building Tallahassee,FL 32314 2661 Executive Center Circle Tallahassee,FL 32301 ARTICLES OF AMENDMENT TO ARTICLES OF ORGANIZATION OF VIMRINEX, LLC Name of the m e bi an as It aow ears a our rec ( ort mt m tty ompany The Articles of Organization for this Limited Liability Company were filed on May 30, 2006 and assigned Florida document number L06000056621 This amendment is submitted to amend the following: A. If amending name,enter the new name of the limited liability cotnoanv here: The new name must be distinguishable and contain the words"Limited Liability Company,"the designation"LLC"or the abbreviati,37L.L a!* r- Enter new principal offices address,if applicable: • " (Principal office address MUST BE A STREET ADDRESS) Enter new mailing address,if applicable: cp t7t A lnP address MAY BE A POST OFFICE BOX) B. If amending the registered agent and/or registered office address on our records, enter the namg of the aew registered agent and/or the new registered office address here: Name ofN Regjtered Agent: New Registered Office Address: Enter Flortda street address ,Florida civ Zip C.Ude Now Registered Agent's Signature.If changing Registered Agent: 1 hereby accept the appointment as registered agent and agree to act In this capacity.]further agree to comply with the provisions of all statutes relative to the proper and complete performance of my duties, and 1 am familiar with and accept the obligations of my position as registered agent as provided for in Chapter 605,F.S. Or, if this document is being filed to merely reflect a change in the registered office address,I hereby confirm that the limited liability company has been notified in writing of this change. If Changing Registered Agent,Signature of New Registered Agent Page 1 of 3 If amending Authorized Person(s)authorized to manage,enter the title,name,and address of each person being added or removed from our records: MGR- Manager AMBR= Authorized Member Title Name Address Type of Action AMR PETRA VIKTORIA MIROVA 1931 Cordova Road ❑Add I i i suite 188 O Remove Fnrt Lwaderdale, FL 33316 Change MGR PEM VIKTORIA MIROVA 1931 Cordova Road p Add Suite 188 O�pn�y"eu: !� t Fort Lauderdale, FL 33316 ge t ••t t: 0Add ,, c 4 ©Remove V. . Cl Change 0 Add � I13 Remove O Change 0 Add 0 Remove I ❑Change 0 Add 0 Remove I • 0 Change I Page 2 of 3 D. If amending any other information,enter change(s)here: (Attach additional sheets, if necessary.) -Chancre of Name from PETRA V. PATAKI to married Name PETRA VIKTORIA MIROVA. —PETRA VIKTORIA MIROVA is the only authorized sipatory of Viktorinex, LLC. r_- �• -its x , r t•7r'Tl I , i i E. Effective date,If other than the date of feting: (optional) (If an elTwive date is listed,the date must be specific and cannot be prior to date of filing or more than 90 days after filing.)Pursuant to 605.0107(3xb) Note: If the date inserted in this block doer not meet the applicable statutory filing requirements,this date will not be listed as the document's effective date on the Department of State's records. If the record specifies a delayed effective date, but not an effective time, at 12:01 a.m. on the earlier of: (b) The 90th day after the record is filed. Dated 000 % t0 , UA,4 Signature of a member or aut orr representative of a member PETRA VIMRIA MIROVA yp or printed name o srgnee Page 3 of 3 Filing Fee: $25.00 ♦SHu.I yi l.,. ,,,,,� Miami shores Village �41 - Building Department lelvree ;80 IORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: ��/ kf Z-6 - ATE: v� I 2 2� S � ontractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other)` �P��..y1 S �F—or DPS. Address: 0 fr 'fi �� 't7— From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De en 2contin,,/epermifting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: I 16 PERMIT CLERK INITIAL: L-- -07 . ,4 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS � �J! , PROFESSIONAL ENGINEER: 91, UP NATIONAL ACADEMY / „ G� FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W.75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE:(305)378-1244 Established 1978 25 May, 2016 Village of Miami Shore Ref: 1450 N.E. 103rd Street Building Department Miami Shores,Florida. 10050 N.E. 2nd Avenue WSW-2-16-387 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 2014, 5th Edition and with the permitted documents. you have any further questions or need any additional information,please do not hesitate to contac jJS rel heingold,P.E. 21181 i Pile Driving Log Proiect Address 1450 N.E. 103RD ST Permit Number WSW-2-16-387 Date 5/25/2016 Pile Hammer Weight 4000# Pile Capacity 25 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 24 9 11 Batter Pile 2 12 24 8 12 3 12 24 9 12 4 12 22 9 10 5 12 22 8 10 6 12 22 9 11 7 12 22 8 11 8 12 22 9 11 9 12 22 9 12 10 12 22 9 11 11 12 22 9 11 12 12 24 9 12 13 12 24 9 11 14 12 24 9 12 15 12 24 9 11 16 12 22 9 12 17 12 22 9 12 Batter Pile Pile Driving Log Proiect Address 1450 N.E. 103RD ST Permit Number WSW-2-16-387 Date 5/25/2016 Pile Hammer Weight 4000# 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 30 9 11 Dock Pile 2 12 30 8 11 3 12 30 9 11 4 12 30 9 10 5 12 30 8 10 6 12 30 9 11 7 12 30 8 11 Dock Pile 12 45 11 16 &W-,PT Pile 12 45 11 16 /�A-TL» r.Pile �w �<v v 4- Q� �O Q o � 5 o� �p� --- (17) NEW 12"X12" Q CONCRETE BATTER I PILES, TYP. NEW 40" CONCRETE tt�� SEAWALL CAP ✓1 C� 91 / LINE OF EXISTING SEAWALL' BELOW- TO REMAIN ` PROPOSED SEAWALL REPAIR, DOCK & BOATLIFT PLAN N 1/811 /8" = 11-011 1, HP MOTOR, TYP.- NEPTUNE 2 MOTOR BOAT LIFT c� MOTOR o ^ LIQUID TIGHT CONNECTORS, CONTROL CABLE TYPICAL DISCONNECT J" CARFLEX W/ BLACK, RED, O C MEANS ORANGE, GREEN & YELLOW •L MOTOR CONTROL CABLE RS C CONNECT TO REMOTE BOX O HOUSEXISTING E PANEL - PVC W/ BLACK, RED, N i ORANGE, GREEN & YELLOW +� II N 30 MOTOR CONTROL CABLE C 00111,11 111, cn U . . . . . NEW 12"0 CCA WOOD PILE, TYPICAL NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. ;TALL SOLAR LIGHTS ON OUTSIDE BOATLIFT PILES 12" CCA DOCK AND ATLIFT PILES, TYP. g 10'-0" CLEAR 41pt (6" P.T. TROPICAL ,KING WITH (2) 3 " SS 12'-6" Z O �` IG SHANK NAILS EACH NNECTION J W p o NEW 20,000 LB p - m a w (12" BEAM W/ 2 NEPTUNE C W o 0 THROUGH BOLTS AT CRADLE LIFT 0 00 ;H PILE CONNECTION, a 0 I L* 11'-6" 10'-6" � (n aoo 0 O C ✓r to _ 2„X12" Z W j. FASCIA AT W C BOTH ENDS L) Z � Lr) 1 7 Z 6c IL a ww -------------------------------------- 8" STIFFNER 0 < 2c 8" LEDGER W/ S.S. CONC. C 3'-0" 0 n 2 :HOR BOLTS © 30" O.C. w 3 OJLL o STING CONCRETE SLAB Z z Q REMAIN 0 ' d 62'-0" A-2 2OF3 r �gORP,s logo � Miami Shores Village Building Department �LOR'[DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE (We)have been retained by SOUTHERN MARINE CORP to perform special inspector services under the Florida Building Code at the 1450 N.E.103RD STREET project on the below listed structures as of 10/9/2015 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: I I SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2A.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404A.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1, J.N.SHEINGOLD,P.E. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the 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;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1,(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 Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. 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 the work under each Building Permit I will submit to the Building Inspector at the time of 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 Code and are in substantial accordance with the approved plans. ••• .. •.• •.. Signed and Sealed Engineer/Architect •• • . .. . . . . ... . Name J.N.SHEINGOLD • •• ••: ••• : : ••• (PRT) Address 12420 S.W.75TH AVENUE,MIAMI,FLORIDA 33156 ••• 000 •• ••• 000 •• • • • • • • • • • • • • • • • • • •• • • • • • • • • *D019/2015 Phone No. 305886-7002 • •• •• •• • • • • •• • • • • • Created on 6/10/2009 ••• • • • 0:0 . . .. .... . . . . . . . . •• •• . . • •• .. ... . . . ... . . AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS , OW 4pO ���� . PROFESSIONAL ENGINEERS NATIONAL ACADEMY �!� FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 IV 8 oar �U41!SS le s 7 r C�dt•a Gp'-1,� v 1Cem �' ����s' G4r �� ZS J�,�� 30�' �1�. V) 14-t rzs *1 b . . . . . . . . ... ... . . ... . . .. .. .. . 000 ... . . . . ... . . .. .. . . . .. .. ... . . . ... . . • AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS NATIONAL ACADEMY FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL,BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 s <7a lLr- s4,`- 3oa 0.7 vo 7c ✓= �S RC1 I 34 a= 706.25 �L,-, • • • • • • •• • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 AMERICAN SOCIETY ~� NATIONAL SOCIETY OF OF CIVIL ENGINEERS l�i• �G�t���' , PROFESSIONAL ENGINEERS NATIONAL ACADEMY FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 124?0 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Estallished 1976 ovr sot S M i� 31 A A N 7, Oo 3(�5 . .. . . . . ... . < �l . jo 6 • • • • • • • � 3 r . ... . . . . .. . • •• •• • • • • •• ••• • • • ••• • AMERICAN SOCIETY \ NATIONAL SOCIETY OF OF CIVIL ENGINEERS �. AM, 40UP ;V�, PROFESSIONAL ENGINEERS NATIONAL ACADEMY FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AV8.,/MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 IN 3 v` 1%r )�Z .9 (-7 17• i1 + 1-2-1 50- &.) 1.57 -- •' Z (r O r Iz Ile .. ... .. . . . .. I,73 �Z • . 7 s . . . .. .. .. . . . . ... . . . . ... . . . . . . . . . . . . GENERAL NOTES PROPOSED SEAWALL REPAIR, DOCK o� AND BOATLIFT FOR: DESIGN: IN ACCORDANCE WITH FBC 2010 EDITION & ASCE 7-10 PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRESSURE TREATED W/ C.C.A. VIKTORINEX LLC FEDERAL SPECIFICATIONS TT-W-550D(1 ) OR TT-W-00550E(1) AND AWFA-MP-4. PILES TO HAVE A MIN. DIA. OF 12" 1450 NE 103rd STREET s co m PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. MIAMI SHORES, FLORIDA �A V U3 / a) CONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. FEB 112016 (a CL 2 MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: CONSULTING ENGINEER: INTO BEDROCK- 6 FEET MIN. '' �"-� - _ L J J.N. SHEINGOLD P.E. OFFICE: 305 986 7002 (D E MINIMUM SAFE BEARING: 10 TONS WOOD PILE 8c 25 TONS CONCRETE PILE PE#21181 FAX: 3052534455U) yc 00 CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. 12420 SW 75 AVENUE :3 C: E REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 MIAMI, FLORIDA 33156 V��m05 ui GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, #1 GRADE S.P. OR BETTER (BEAMS TO BE NON-DENSE Y r t k..��'' SELECT STRUCTURAL) AND COMPLY WITH NSD 2005 SPECIFICATIONS. RiS.-tEIVELD' .: Nf]OStt+St r' HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307-83A. ;+'d r- DESIGN LOADS: 601bs FTZ OF LIVE LOADS, 81bs/FTz OF DEAD LOADS / � S r��}� - ia5a rtE ta3rd 5Y TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. fy� ast f oL oasta�Resources section ALL EXISTING STRUCTURES �;T� _ �w, � "` �Ja�rdi+�tesrces Regulation 8 Restoration -THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRI_IMENT OF - - = -a s Division(NRRRD) SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF taE,o,;tst SOUTHERN MARINE CONSTRUCTION, INC. _ NF,o" >° °'' y Zoi'-03/$ NE NE941h t� Ne St RER•NA1 URAL RESOURCES DIVISION �; � pa - tt� � - OV ---� ., f },'�z P {� a r NE 48thS HE !J� s SEAWALL PRELIM�N OVALN1 I D E7 m PT ' 4 2015aT 101 NAME �Jl.! � r, rrT 4 70 w CANAL C DATE lv-is-� i ._, $ NC'36th S! o (2) EXISTING DAVITS TO BE p n g m � v � `o w w a cn r . �;fi, il�r:cin;� �� f�ens�141 tcW;,'fl' LL •.,� t .. NE96thA NEW 95t{ OT, t...,r.� 0 J � SEAWALL REMOVED, TYP. o -_S N we Zo 2 cn (2) EXISTING CONCRETE PADS LOCATION MAP S C� � j� O a z .- TO BE REMOVED, TYP. � a w o O o E 0 z Lo cc N.T.S. LOT LOCATION a p 0 PORTION OF EXISTING \ CONCRETE SLAB TO BE REMOVED AS REQUIRED TO EXISTING CAP "'` t o ,`t FORM AND POUR NEW CAP � 1 '—.6"� TO REMAIN W � M I I ' COO, N -L. +5'-8" NGVD � o W (4) EXISTING CONCRETE PILES '�� _ Z "' Lf, i.0. EXIST.CONC.CAP � � / TO BE REMOVED, TYP. - I a co o EXIST. T-PILE kst ���' ����, z M TO REMAIN W 1 F� FL. +1'-9" NGVD uw MHW Z a z M 1 EXISTING SEAWALL - ---- _ `� > Q J ¢ o AND SEAWALL CAP _ .. , •• EXIST. CONC. u7 ac r ,> µ I TO REMAIN ..• aC ••• SEAWALL TO w N REMAIN Z = U) __ EXISTING CONCRETE EL. -9" NGVD o ..i .. ... ... Z Q SLAB TO REMAIN MLW U Nv Lu -�_- - 151.41 , a L . i EXISTING AND ••ffi • N-PLAN SEAWALL SECTION N VICINITY MAP A- 1 EXISTING CONDITIONS A CSF— I �. •aQ• _ 1 OF N 1/1611 = 1'-0" 1/411 = 1'-0'I N.T.S. 1 HP MOTOR, JE NEPTUNE 2 MOTOR BOAT LIFT MOTORLIQUID TIGHT CONNECTORS, 0 ` CONTROL CABTYPICAL a T cj DISCONNECT " CARFLEX W/ BLACK, RED, C C LAPP �:Al-REVIEW �� '���� MEANSORANGE, GREEN & YELLOW •L €� C � _ - DATE - " � DST � 4 Z01� ,. � MOTOR CONTROL CABLE �•� i CONNECT TOREMOTE BOX � � EXISTING a �EP!Vi �" PVC W/ BLACK, RED, � L �,�; n D;�,,sinn HOUSE PANEL onrnz-= RSC urcos�?�a�.._.-` - ORANGE, GREEN & YELLOW N MOTOR CONTROL CABLE C £ cf) SEaVA �� NEW 12"0 CCA WOOD PILE, / HAME_ 5 TYPICAL s DATA- �' E D FE NEPTUNE CRADLE LIFT RISER DIAG M 2o1s �h1 _ . on N.T.S. a Resr­ es Regulation&Restoration STRUCTURAL R EVV Li Q/ p� D_5 INSTALL SOLAR LIGHTS ON APPROVED D o� (2) OUTSIDE BOATLIFT PILES �v (9) 12" CCA DOCK AND 10 -0"' CLEAR a (17) NEW 12"X12" BOATLIFT PILES, TYP. Q CONCRETE BATTER _ _ _ _ _ d r Y PILES, TYP. 2"X6" P.T. TROPICAL , �E+ DECKING WITH (2) 3j" SS 12'-6" RING SHANK NAILS EACH N NEW 40" CONCRETE I p " \ CONNECTION wz z _ A SEAWALL CAP NEW 20,000 LB - N WCD 101_01, 3"X12" BEAM W/ 2 I NEPTUNE S �j C v Lu o f 9' P. U.O N HDG THROUGH BOLTS AT CRADLE LIFT �r 0 Ir O EACH PILE CONNECTION, I a_ a G TYP. 11'-6" 10'-6" U) g -� C I 2"X12" z W m SCIA AT LD Lu BO ENDS w Z o o ® - -- _ Fx� in Z O LINE OF EXISTING _ - - �� W SEAWALL BELOW TO _ ---_____ Fx x� Fx� --- - -------��--- -- ----- REMAIN -®- ----------®---- - - - - - a w � r --- ------- ------ - z a z •° "' ' ' •• 2"X8" STIFFNER F— o a o •• •'• • ' '• 3"X8" LEDGER W/ J" S.S. CONC. PROVE® C AT ( 3'-O'� D z '�' O •• •�• •• •° ANCHOR BOLTS @ 30" O.C. y I U� _ L co EXISTING CONCRETE SLAB 0 � N % • ••• ••• •• °•° TO REMAIN w • RE -NATURAL RESOURCES DIVISION U r a .. . . • . . 62'-0» .. . .. .. .. . . . . NAivit A-2 ®ATE Ao-z3-��' PROPOSED SEAWALL REPAIL31i DQefm'�•$� DIUATLIFT PLAN N 1/8" = 1'-0" 2 OF 3 12"X12" BATTER PILE BEYOND v8 1'-0" TYP. OCA 14 20115 c 2.0 G-ALVIEVV C U SECTliolki i APPROVED DA / �y 4-. C 0� V0In . .__STRUCTURAL RE CAU . #3 STIRRUP HOOP, TYPICAL APPROVED DAT SEAWALL BELOW 1 #5 BAR CONTINUOUS, TYPICAL SECTION BBi COPPER RE E V ED 5'-0" 1"X2" PILE TRIFEB Z 9 2016 NIGHT TIM �F F aburces Section TYP. O% Regulation&Restoratio #5 DOWEL @18" O.C. SET IN #3 STIRRUP HOOP @12" O.C. Wslon(NRRRD) TROPICALEPDXY (8" EMBEDMENT INTO HOOPS SPACED @ 6" O.C. AT 2"X6" P.T. � EXISTING CAP) EACH PILE DECKING KSS ING WITH (2) 3LS a NEW CONCRETE (7) #5 BARS. (4)T & (3)B EACH CONNECTION SEAWALL CAP 3'-4" CONTINUOUS, TYP. _-----_ oL EL. +6'-4" NGVD __ OLEL. +6'-4" NGVD a B o 0 o B T.0. NEW CONCRETE CAP _ - �\ T.O. NEW DOCK N mn 72 �° #6 DOWELS SET IN EPDXY \ �Z- NUT & WASHER AT N Z W N o o (12" EMBEDMENT INTO PILE) 2X8 EACH j END, TYP. O O z - STIFFENER \ 0.o W O V r1 6' oc O � - �r •- NEW (17) 12"X12" 3"X12" PILING BEAM o. C o> 2 2"X12" FASCIA W/ 2) H.D.G. 1 6> " \ BATTER PILE @ ENDS MACHINE THROU-BOLTS / EL. +1'-9" NGVD w ir $ 1 >, --------- --------------- ----- 4 % 3"X8" LEDGER W/ J" MHW z a) `N i S.S. CONCRETE ANCHOR cl) �_ 12" EL. +1'-9" NGVD /\ BOLTS @ 30" O.C. 12"� CCA PILE Z ac --- --- ----- MHW w EXISTING T-PILE TO a ui � `r REMAIN EL. -9' NGVD z a z so* MLW LU ----- --- —• ��� • q' V(Z OHO / •• •• •• • • • •• IJ1 3 LLIL RER-NATURAL R OURC DIVISION Z s CD -r cm N PRELIMINA OVAL 0 `n c - . . . 2� r a .. . . . . . . . . . .. % .. . . . . SECTION AA ••• • • • • ••• • SECTION CC A-3 • • • 1/211 = 1 1-011 ... . . . ... . . MW ENGINEERING, INC. Specialty Foundation,Marine&Aquatic Engineering and Inspection 6810 North State Road 7 Coconut Creek, Florida 33073 Phone: 954-617-8143 NEPTUNE BOAT LIFTS, INC. 11-23-2015 STD. 24,000 LB 4-Post BOAT LIFT Design Analysis for Aluminum Structure Analysis was performed based on Wind Load calculated as per ASCE 7-10 Code and design and analysis is in accordance with Florida Building Cale 5t' Ed. (2014). This lifting structure has been designed to withstand wind loads associated with speeds of V(ult) = 175 MPH, (3 Second Gust) Exposure'D'without a boat on the lift per ASCE 7-10 using above ground sign/wall method. The lifting structure including boat has been designed to withstand wind speeds of V(ult) = 73 MPH in Exposure'D'. Boats shall not be stored on lift during high wind events.Aluminum: Material 6061 T6 Aluminum, all welds are min. 1/4"full fillet weld using 5556 filler alloy, all welding must conform to AISC steel construction manual 13th ED as inspected and verified by others. The contractor is responsible to insulate aluminum members from dissimilar metals to prevent electrolysis. Aluminum members in contact with concrete and wood shall be protected by "Koppers Bituminous Paint"or Polyethylene Tape UHMW(ultra-high molecular weight). 11.7 mils(0.30 mm) min. total thickness in accordance with current Florida Building Code.All anchors to be Hilti Brand or Approved Equal.All bolts shall be hot dipped galvanized or stainless steel &meet the requirements of ASTM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between wood & nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than Hilt! Kwik Bolt li or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into solid substrate and do not included thickness of other finishes. MW Engineering has no control of the manufacturing, performance or installation of this product. These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. MW Engineering, Inc., (the engineer)will not be liable for the condition of pilings or other structure supporting the lift. Supporting structure shall be verged by permitee as capable of supporting the lift.To the extent authorized by the laws of the State of Florida,the contractor and or permitee shall indemnify and hold engineer harmless against any and all claims, demands, damages, liabilities and costs incurred which directly or indirectly result from, or arise in connection with, any negligent act or omission of the engineer, its agents, or employees, pertaining to its activities and obligations. Contractor and or permitee shall notify the engineer in writing of any errors or deviations in construction documents, calculations, or other documents. Any reproduction of the information contained herein is strictly prohibited without the express authorization of MW Engineering, Inc. MW Engineering, Inc. CA#30702 Not Valid without Raised Engineer's Seal. Seal valid for this page and Analysis Pages 1 thru 7. ON • Mark E. Weber, PE 53895 .. ': • . Florida Registered Professional Engineer . • • 0 ` Y 3 Simulation of 24,000lb 4-Post Date:Monday November 20 2015 Designer: Solidworks Study name:Study 1 Analysis type: Static „s� y Table of Contents Description............................................1 t Model Information...................................3 MaterialProperties..................................4 Loadsand Fixtures...................................4 < Conclusion ............................................7 p r wr- sy✓ ' a'd" � ��#x�a iv �t"a�':'*�'r r '_'.wr` a�'" �' �;;F'. .��. Vjr;� �• Description wind load at beam (Ib) (lb) (lb) (lb) (sf) (sf) LOAD LOAD LOAD LIFT AREA1 AREA2 VERTICAL HORIZI HORIZ 2 24000 300 150 26970 3960 1980 Projected area:300 sf Wind Load:13.2 PSF DL=24000 lbs WL=3960 PSF LL=0 Vertical:TL=DL+0.75(LL+WL)=26970 lbs Horizontal:TL=WL=3960 lbs SOUL-)WORKS Analyzed with SolidWorks Simulation Simulation of 20,0001b Elevator 1 ••• .: +.0:•• • • MWFRS Wind Loads Job No: BL901 ASCE 7-10 Mw Designer: MEW Enclosed s 1 N C. Checker. Boatlift SpecWty Foundadom Marine&6E!YEk9t2pLhg and In coon Date: 10/19/2015 Basic Parameters Risk Category II Table 1.5-1 Basic Wind Speed,V 73 mph Figure 26.5-1A Wind Directionality Factor,Kd 0.85 Table 26.6-1 Exposure Category ' D Section 26.7 Topographic Factor,Kt 1.00 Section 26.8 Gust Effect Factor,G or Gf 0.850 Section 26.9 Enclosure Classification Enclosed Section 26.10 Internal Pressure Coefficient,GCPI +/-0.18 Table 26.11-1 Terrain Exposure Constant,a 11.5 Table 26.9-1 Terrain Exposure Constant,zg 700 ft Table 26.9-1 Wall Pressure Coefficients Windward Wall Width,B 18ft Side Wall Width,L 12 ft L/B Ratio 0.67 Windward Wall Coefficient,CP 0.80 Figure 27.4-1 Leeward Wall Coefficient,CP -0.50 Figure 27.4-1 Side Wall Coefficient,CP -0.70 Figure 27.4-1 Roof Pressure Coefficients Roof Slope,0 0.0" Median Roof Height,h 14 ft Velocity Pressure Exposure Coef.,Kh 1.03 Table 27.3-1 Velocity Pressure,qh 11.9 psf Equation 27.3-1 h/L Ratio 1.17 Windward Roof Area 0ftz Structure Pressure Summary(Add Internal Pressure a,GC,,or a.GC.aas Necessary) Roof Wails Normal to Ridge Parallel Internal Hetght,z KZ 9: WW LW WW+LW Side WW-1 LW to Ridge I Positive I Negative 14 ft 1.03 11.9 psf 8.1 psf -5.1 psf I 13.2 psf -7.1 psf 2.2 psf I -2.2 psf OUDWORKS Analyzed with SolidWorks Simulation Simulation of 20,000tb Elevator 2 • ••• • • so •• • • ••: • • Model Information A k r va4rc. t 4s Model name: 24,0001b 4-Post- Lifter Current Configuration: Default c � . ��dingrsi , •• ••• • • • • • •• • •• • • • • ••• • Mode]j&rp8;24XM214.1ost-.T.dp Carrier Current Configuration: Default • •.• ••• ••• ••• • SOt'?WORKS Analyzed with SotidWoriis Simulation • Simulation of 2U,tX}Oib Elevator 3 �l • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Properties Model Reference P.,ropeirties components Name: 6061-T6 (SS) SolidBody 1(Mirror3)(Lifter Model type: Linear Elastic Isotropic beam-1), Default failure Unknown SolidBody 1(Mirror3)(Lifter x x° criterion: beam-2), Yield strength: 39885.4 psi SolidBody 1(Split Line2)(bunk Tensile strength: 44961.7 psi board-1), r g Elastic modulus: 1.00076e+007 psi SolidBody 1(Split Line2)(bunk a ,r Poisson's ratio: 0.33 board-2) r „ Mass density: 0.0975437 lb/in^3 Shear modulus: 3.77098e+006 psi Thermal expansion 1.33333e-005 coefficient: /Fahrenheit r�, r °" �.�i o a t s. 5Y yid L.el F 11?r v k t?it urveQata ( expo a� � �, Y Ujl JP k :fiEAu����vr 1 '�It� � hTAi,F ._ Madel Refere>tice, orb a es Ci rrl� ` ie s Name: 6061-T6 (SS) SolidBody 2(Split Line1)(top Model type:• Linear Elastic Isotropic carrier) Default failure Unknown �u criterion: Yield strength: 39885.4 psi Tensile strength: 44961.7 psi ;r Elastic modulus: 1.00076e+007 psi Poisson's ratio: 0.33 Mass density: 0.0975437 lb/in^3 Shear modulus: 3.77098e+006 psi Thermal expansion 1.33333e-005 coefficient: /Fahrenheit ........... CL1i Y@ Data:N/A r ���ti ...,nry o kwi.F`nS9 d ^� Loads and Fixtures Fixture name ;Fixture ima .xN 1 ;, G, Fixture Del ails P'' y 4 ,Ys , .. , � n . Entities: 8 edge(s) k, Reference: Face< 1 > Type: Use reference geometry Reference Translation: ---, ---, 0 Geometry-4 ��'"�' Units: in s� x ^b iPtal� YG, •i i•i i i i•• •• • w �Il,` r11f�`F�k1r!C'h+C •• • • • • • • • • • •• •• •• • • • • SOUDWORKS Analyzed with SolidWo*A Simutation • • • • Simulation of 20,000tb Elevator 4 •.• . . . . •.• • • . •. •• • . . .• •• C Ott- Res -0.00435307 27565.5 .1257.68 27594.2 ea 0 0 0 0 . . ... aY ...... Entities: 4 face(s) Type: Roller/Slider Roller/Slider-4 4Q E 79.2709 2725.92 0.36115 2727.07 0 0 0 0 5 Entities: 4 edge(s) Reference: Face< 1 > Type: Use reference geometry Reference Translation: .... .... 0 "K, Geometry-5 Units: in Resultan'#FOrCes M, 1 Y� 0 '4 X, jy'gyg' ' Reacti -, 'g�l nts A One 00"I"If6rce(lbf),i.,1 -0.00435307 13782.7 -332.455 13786.8 ' Reaction Mo Menqlq.!'n 'a" 0 0 0 0 "M Fixture porn Fiore �x Q= Entities: 4 edge(s), I plane(s) Reference: Top Type: Use reference geometry Reference Translation: 0, 0,0 Geometry-1 Units: in r Orcos eswian 'T F nweOW bf) 0.00351264 13631.4 -0.203706 13631.4 Re kt!on Moment(lb 0 0 0 0 77777= SOUDWORKS Analyzed with SolidWo&SiAtation Simulation of 20,0001b Elevator 5 Study Results Name+y , 4�,y3 1z1I' IP.c.tsk Stressl VON:von Mises Stress 10.6715 psi 25430.6 psi }, Node: 6441 Node: 18247 Hbttypw8tadn'�w�►ltinn; i� ri �as„� � � � c� r'. r.��. �P"? �°. w�r�2'�`�x :�. r r�zr`' yfi't3���. �°� R�- �"',. P, �°�`5 �. ``-��" a� � � �� ��',�'�.... �- � '✓ t ��-��P%„ate M1 g -K 5 - '�.� x + d _3 _ '-', ��>a✓$ #� F� � ifs �Y.. # 3i A- u + i-2, , v' re „a5„ � ��r°r��h��F';�✓y� e Y � +f'�� '� kry s 1+}et V,ej OEM Y'i"✓ .,'�"�-J3t� ,r=.:frz h. �' ���..r::� - 9444 + y �+f y�X✓s yYh� 'v����x6 �.F �'sr.a�. ' a n`' �s}-�x"� r{_� i Vk k f 1 f : *� f w ��P;•; ��� �� of:{�4u�:z� z i wya���.j �Via•�`_sr.rnt�� -s�t r �9a �-'�v" a-.�, � 5�� ���`�< i,�°� -�� �t�'�t�'+s �.�` :; § �--�'kj{h�� � a 1'� g.,r k Ez g +r L ? # f �to y ,�S `:�`n"u ✓y�,-�' .*J �1j� '*r. �` Lifter assem-Study 1-Stress-Stress1 .. ... . . . . . .. . .. . . . . ... . . . . .. . . . . . .. ... .. . . . .. . .. .. •• . • . . SOUDWORKS Analyzed with Salidwo�g Si mutation 4' Simulation of 20,0001b Elevator 6 . ••• • • • • ••• • • • • • • . • • • • • ••• . • • ••• • • v. Stressl VON:von Mises Stress 8.34033 psi 13640.7 psi Node: 25910 Node: 27855 X� s �'���,.`iyn a `'r' "�'M1"y,' x �' F� �ty � r � xx -`�r va'w -%� � m•�� s N' �::, x e., - # � ��>a&X7.3'`e���y�y�a�a 1f r➢r�' @k S v����� ,�: ;y�`v n a C Y *K d"C s top carrier-Study 1-Stress-Stressl Description: Finite element analysis (FEA) is a computerized method for predicting how a product reacts to real-world forces and physical effects. Finite element analysis shows whether a product wilt break, wear out, or work the way it was designed. FEA is a computational tool for performing engineering analysis. It includes the use of mesh generation techniques for dividing a complex problem into small elements. In applying FEA, the structure is divided into small elements of the complex problem representing different areas in the physical system. FEA is a good choice for analyzing problems over complicated domains (like boat lifts), when the domain changes (as during an applied horizontal load (i.e. wind at stern) is applied transverse to vertical load (i.e., wind plus gravity load). Conclusion: Alt (3) load cases were analyzed and worst case load case is presented herein: max stress encountered= 25,431 psi.. ..• . . . . .. 24,000 4-Post Lift: Stresses well within yje(dt;_.3*V,M$50%si - OK • . . . • . . • .. ... .. . . . .. .. . . . . . . . . • • • • S UDWORKS Analyzed with Solidwdv . •• •• ••Simulation ' Simulation of 20,000tb Elevator 7 . •. •• .. • • .• •• �UERM GO --' r ASTAL SECT,,-ON NAMEF`@ VAL 1 DAM General Notes: EI—H I- # Design in accordance with Florida Building Code, 5th Edition (2014). / G • This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 175 MPH, (3 Second Gust) Exposure V without a boat on the lift per ASCE 7-10 using above ground sign/wall method. The lifting structure including boat has been designed to withstand wind speeds of V (ult) = 73 MPH in Exposure V. • Boats shall not be stored on lift during high wind events. # Do not scale drawings for dimensions. K • Licensed Contractor to verify location of existing utilities prior to commencing work. C • The Licensed contractor to install and remove all shoring and bracing as required for the proper A B installation of the work. # Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. • Aluminum: Material 6061 T6 Aluminum, all welds are min. • full fillet weld using 5556 filler alloy, all welding must conform to AISC steel construction manual 13th ED as inspected and verified Equal by others. The contractor is responsible to insulate aluminum members from dissimilar metals to prevent electrolysis. — — — 2 3 • Aluminum members in contact with concrete and wood shall be protected by "Koppers Bituminous Point" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30 mm) min. total th current Florida C EqU°l thickness in• All anchors to be H ltieBra�nd or Approved Equal.Building All bolts shall be hot dipped galvanized or stainless steel & meet the requirements of ASTM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between wood & nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt 11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into B solid substrate and do not included thickness of other finishes. • MW Engineering has no control of the manufacturing, performance or installation of this product. A 4 These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. BUILDING REVIE r APPROVED ®ATE?I�!"n' _ C STRUCTURAL R IE FEB 2 9 2016 Plan YIG'W APPROVED DAT DER MCoastal Resources S 'on Natural Resources Regulation R Ra toratior Division(NRRRD) Scale: 3/80 = 1'=0" .. ••• . . . . . .. . .. . . . . ... . 00 00 0 "IN o / • • •NOT A SS SIGNED NTH sCAI E 32 • :OR It lLEI�GII�EER'SSIGNATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE: 05.12.2015 • •• •• •• A D�RAdS BOSSED PEAL • hy 6810 NORTH STATE ROAD 7 4,500 Ib 280 SW 6th Street DRMN Br: war COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33303 CHECKED BY: wM Mob: 561-305-0476 1 Ofc: 954-617-8143 Phone: 954-524-3616 JOB No: Ebwtor 3Rdg • '.' :MARILE.WERE P.E. 24 OOO Ib • ; LI�EJS;#838951 CA 30702 WWW.MwEngineering.net Fax: 954-524-3604 Sheet 1 ... . . . ... . . 1 Dimensions K H Lift Capac'ty 41500 71000 10,000 13,000 16,000 20,000 24,000 (In Pounds) {— Equal Equal f � 1 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 1rS" 15' - o 2 4' 4' 4' 4' 4' 4' 4' y 3 12' 12' 12'-6" 12'-6" 14' 14' 16' e e G E ® m 4 12' 12' 12' 12' 12' 14' 18' L Recommended 10" 10" 10" 10" 10" 12" 12" I I I I Pile Diameter I I I 1, 2, or 3 Part Line I I Wood Pile or GERM GOA&TAL SECT ON I Per Component List E-4 I Concrete Pile I I I — ' I I I I E oaf-TE- I II II I II Q A "EM TO II I (2) 1.0 Lag Bos Wood Piles (2) J10 Wedge Anchors Into 4" Minimum EmbedmB 2 9 2016 Concrete Piles raE Resp tai Resource SecVon C 4 �Jatu Minimum Embedment Center Line of Regulation$Restoration Pile (Typical) melon(NRRRD) [APpROVEL j��I 0.5000 4 T 0. 5• �a Q / " 12 , Ij Typical Cross Section A—A 0 Scale: 3/80 = 1'=0" .• ... . . *00 • . •• Mounting Bracket Detail •• • • • • • . .. . . . . ... • • • . .20 uve —/ • • • • ''; NoTVAIM u LESS SIGNED WITH SCALE- 32 • :ORpali'JAEVIVER'SSIGNATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE. 05.12.2015 • •• •• • AND*RAdS�&MBOSSED S 6810 NORTH STATE ROAD 7 4,500 Ib 280 SW 6th Street D+WN BY: WRT COCONUT CREEK, FL 33073 to Fort ED Lauderdale, Florida 33303 CHECKBr: WM Mob: 561-305-0476 Oft 954-617-8143 Phone: 954-524-3616 JOB No: D•VOtor 32.dwg ••• i i i •• •MARwE.WEBER FfE. 24,000 lb • LitEdSC#538951 CA 30702 1NWW.MwEngineenng.net Fax: 954-524-3604 Sheet 2 ... . . . ... . . Center Center Line 4Une 1� ► Components I KLift Capacity Pounds) 4,500 7,000 10,000 13,000 16,000 20,000 24,000 (In Pounds) G A Bunk 3"x8"Pressure Treated 3"x10"Pressure Treated 3`X12"PT Southern Yellow Pine#1 Southern Yellow Pine#1 SYP#1 IB Bunk Bracket Support ^x2"x2" I Wood Pile or I Concrete Pile C Litter Beam AA 16'x4.7 AA 18'x6.3 AA 18"x7.0 AA 110"x10.3 AAI 12'X14.3 IE I p Sheave Pulley Plate J"x4"4"Angle I I Cable Size "Diameter 7x19 SS 304 ^Diameter 7x19 SS 304(2 Part) "Diameter 7x19 SS 304 3 E (Stainless Steel) (1 Part) (3 Part) I F Piling Mounting Bracket rx3"x12"Flat Bar I2 A I G Carrier Beam End Plate J"x5"Flat Bar J"x6"Flat Bar J"x7"Flat Bar J"x5"Flat Bar M Equal 'T' Equal D H Drive Shaft Bearing Block 2"x3"Flat Bar I I Drive Shaft 1-10 Nominal Diameter Schedule 80 Galvanized Pipe 0 0 0 Ad 0 o Top Carrier Assembly J 2 C-Channels Per Assembly AA CS 5W.2 AA CS 6"x2.8 AA CS 7"x3.2 AA CS 8"x4.3 AA CS 8'4.6 I Motor Size (Hors 0 o K e Power/Voltage) L Top Carrier Connector J"4"x12"Flat Bar e C Center Line g E� � M Guide Post Socket 2"Nominal Diameter Schedule 80 Aluminum Pipe 9 2016 'at , tal R �6ce s S furalResou�Re9uon 0R D'em'on(NRRR,)) Restoration Typical Cross Section B—B Scale: 3/8" = 1'=0° DEW,! COASTAL 8EC;T CikJ El11LDIN0 RE�IE� FI i Wit,E APPR®VEt) DATE_ . .. . . . . ... . HIS ave SS SIGNED WITH SCALE' 32 • • :OR`GIJ&ErfGIQEER'SSIGNATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE: 05.12.2015 .. .. .. ANDRMS6D EMBOSSED S 6810 NORTH STATE ROAD 7 DRAWN BY- WRT • 4,500 Ib 2so SW Street COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33303 CHECKED B+'- wM 000 I b• i• •MAR E.WEBER,P. . Mob: 561-305-0476 1 Ofc: 954-617-8143 24 Phone: 954-524-3616 JOB N•: a•mWr 32-a.g • • ; LCEWSC#538951 CA 30702 WWW.MwEngineering.net Fax:954-524-3604 Sheet 3 ... . 0 0 000 0 0 1 General Notes. I—EI—H • Design in accordance with Florida Building Code, 5th Edition (2014). I G • This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) • = 175 MPH, (3 Second Gust) Exposure 'D' without a boat on the lift per ASCE 7-10 using above ground sign/wall method. The lifting structure including boat has been designed to withstand wind speeds of V (ult) = 73 MPH in Exposure 'D • Boats shall not be stored on lift during high wind events. • Do not scale drawings for dimensions. K J • Licensed Contractor to verify location of existing utilities prior to commencing work. C • The Licensed contractor to install and remove all shoring and bracing as required for the proper A B installation of the work. • Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. • Aluminum: Material 6061 T6 Aluminum, all welds are min. " full fillet weld using 5556 filler alloy, all welding must conform to AISC steel construction manual 13th ED as inspected and verified Equal by others. The contractor is responsible to insulate aluminum members from dissimilar metals to prevent electrolysis. — — — — — — — — 4 2 3 • Aluminum members in contact with concrete and wood shall be protected by "Koppers Bituminous Paint" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30 mm) min. total thi kness in th current norida C Equal . Allcanchors t accordance BrandHiltiel or Approved Equal.dlAll boltng s shall be hot dipped galvanized or stainless steel & meet the requirements of ASTM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between wood & nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt 11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are depths into BJ solid substrate and do not included thickness of other finishes. • MW Engineering has no control of the manufacturing, performance or installation of this product. 4 These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. /-1i --•- .. ___.,..�.,..._..,-..,._._�..,f DERM FEB Z 9 2016 l DEW-! Wi STAL al1�t-firraj Natural E�Coastal Resources Section 9 l3��w I�DI�GEVI D'�,oR(NRRRD)Restoration I�AME- APPaOV Ei/V Plan View D)ArE �� Scale. 3/8" = 1'=0" • •• • • • • ••• • N oah "� • • • • OT A SS SIGNED WITH SCnIE 32 • :0RIPII`jaREVIM1YEEKSSIGNA RE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE: 05.12.2015 • •• •• ••AND%9/MS6D EMBOSSED S • 6810 NORTH STATE ROAD 7 4,500 Ib 280 SW 6th Street DMWN Br. war COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33303 CHECKED BY: Nae • • •�• iMAR E.weBER P.E. Mob: 561-305-0476 1 Ofc: 954-617-8143 24,000 Ib Phone: 954-524-3616 JOB H•: oewtw 3adw9 • LIC,EtiSE:#538951CA30702 WWW.MwEngineedng.net Fax:954-524-3604 Sheet 1 ... . . . ... . . Center Center Line 4Line H Components i K (in Capacity Pounds) 4,500 7,000 10,000 13,000 16,000 20,000 24,000 (In Pounds)G 3"x8"Pressure Treated 3"x10"Pressure Treated 3"x12"PT A Bunk Southern Yellow Pine#1 Southern Yellow Pine#1 SYP#1 B Bunk Bracket Support JWW" I Wood Pile or I Concrete Pile C Lifter Beam AA 16'x4.7 AA 18"x6.3 AA 18"x7.0 AA 110"x10.3 AA 112"x14.3 I E ( p Sheave Pulley Plate }"x4 x5"Angle 1 I E Cable Size "Diameter 7x19 SS 304J"Diameter 7x19 SS 304(2 Part) "Diameter 7x19 SS 304 3 (Stainless Steel) (1 Part) (3 Part) I i F Piling Mounting Bracket J"x3"x12"Flat Bar 2 A I G Carrier Beam End Plate J"W Flat Bar J"x6"Flat Bar j'x7"Flat Bar J"x5"Flat Bar Equal Equal D H Drive Shaft Bearing Block 2"x3"Flat Bar I I Drive Shaft 1-1/2"Nominal Diameter Schedule 80 Galvanized Pipe 0 0 0 0 % 0 0 Top Carrier Assembly AA CS J 2 C-Channels Per Assembly 5"x2.2 AA CS 6"x2.8 AA CS 7x3.2 AA CS 8x4.3 AA CS 8"x5.6 K Motor size 0 0 (Horse PowerNoltage) ' Lj L Top Carrier Connector I"x3"x12"Flat Bar ' C —Center Line B Ni Guide Post Socket 2"Nominal Diameter Schedule 80 Aluminum Pipe Typical • Cross Section B-B Scale. 318" = 1'=0° BUIL FEB 2 9 2016 DiERM COASTAL.ciECT aJ DING IE DERM Coastal Resources Section ? !a urces Regulation B Restoration e i` APPR® rx V&�® NRRRD) i 14AME uve �• • • • • 0 OT%Alib WTUESS SIGNED WITHp SCALE 32 • • :ORjPII*CE1�.IVER'SSIGNATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE- 05.12.2015 • •• •• • ANDWAtlSMDIIIIMBOSSEDSEAL 6810 NORTH STATE ROAD 7 4,500 Ib 280 SW 6th Street MVM BY: wRr COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33303 cK=M BY. wM Mob: 561-305-04761 Ofc: 954-617-8143 Phone: 954-524-3616 ,roe Nv. Elevator 32.d g . . •: .MAR E.WEBER, .E. VWVW.MwEn Ineedn net 24,000 Ib Fax:954-524-3604 • LICEIJSC#538951 CA 30702 9 9 Sheet 3 ••• • • • ••• • • 1 Dimensions K H �Pounds) 4,500 7,000 10,000 13,000 16,000 20,000 24,000 Equal Equal 45 1 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 15' • o 2 4 4' 4' 4' 4' 4' 4' h e e G £ 4 12' 12' 12 12' 12' 14' 18' I I I I I L Recommended 10" 10" 10" 10" 10" 12" 12" I I J I I Pile Diameter I I I 1, 2, or 3 Part Line I I Wood Pile or s IERA1 COASTAL SECTION I I Per Component List E-4 I Concrete Pile Fw I I I I I I I I DATE P II II I II o A II I I (2) J10 Lag Bolts Into Wood Piles I (2) J10 Wedge Anchors Into 4" Minimum Embedment Concrete Piles C 4" Minimum Embedment Center Line of 1 Pile (Typical) FEB 2 9 2016 B DERM Coastal Resources Section " aatural Resources Regulation&Restoration 0.500 Division(NRRRD) 4 T - - 5" BSI CvG R 12" ® '�'°p EVfF11V 5 J" 1 " ROVE® JJ LN OLE Typical Cross Section A—A -4-1" -�3" Scale. 3/8" = 1'=0" .. ... . . . . .. Mo un ting Bracket Detail aae ww/ • • • • • OT VAUD Mass SIGNED WITH SCALE: 32 • :ORIP114E*IIEER'SSIGNATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DAA: 05.12.2015 • •• •• e• AND"SLDLMBOSSED UAL 6810 NORTH STATE ROAD 7 4,500 Ib 280 SW 6th Street D+'N gr. WRT COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33303 CREaMo BY: WIC •:• •nnARlrrE.WEBER,P.E. Mob: 561-305-0476 1 Oft 954-617-8143 24 000 Ib Phone: 954-524-3616 JOB No- Elevator 3Zd•s • w . . ; LICEtiSE:#538951 CA 30702 VWVW.MwEngineering.net Fax: 954-524-3604 Sheet 2 ••• 0 0 0 ••• 0 0