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EL-14-752Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221259 Scheduled Inspection Date: October 09, 2014 Inspector: Devaney, Michael Owner: LITZENBERG, MARC AND ANNE Job Address: 1420 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: PINAR ELECTRIC MD INC dunamg uepartment comments RUN NEW ELECTRICAL CIRCUIT FOR DOCK MOTOR Permit Number: EL -4-14-752 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. 1132050310030 Phone: (786)256-0812 October 08, 2014 For Inspections please call: (305)762-4949 Page 36 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: / �42e'VA /0 3 S r FBC 20 ( 0 APR 15 2014 Permit No. E L` V-4 -1 S'L_ Master Permit No. NAT 19 — Ll I S City: Miami Shores County: Miami Dade Zip: �B 3 Folio/Parcel#: / Is the Building Historically Designated: Yes NO i/ Flood Zone: OWNER: Name (Fee Simple Titleholder): /�l�p� 41'Z4'V e - 4i Phone#: `25 0�5 .75 -3 Address: /41g,% City: A:�ZZ/ -S Ae::3 State: ,)E7 , Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: T // /®.7_ City: Qualifier Name: Aln 1AU e --Phone#: 7 9-6 d o Odd � Zip: Phone#: 7Z -n $LZ State Certification or Registration #: 115 ®05 �l?_ Certificate of Competency #: Contact Phone#: Email Address: �Ni 419 05-E 4 c�-9GA -, r-zP1-V A Y7 77, /�'�'I� DESIGNER: Architect/Engineer: Value of Work for this Permit: $ ///0�� ` Square/Linear Footage of Work: Type of Work: ❑Address [rAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: _A?v'd AeCZ Submittal Fee $157� Permit Fee $ !J'Pr®b CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e, Approved and a reinspection fee will be charged. Signat=6 Signature 401w.n1e,.-gent Contractor The folNgoipginstrument was acknowledged before me this The foregoing instrument was acknowledged before me this d1*1 by ay o , 202 G l''�day of i 1 �—, 20 byQ(Z� who is personally known to me or who has produced V-4,—\ who is personally known to me or who has produced i7 As identification and who did a an oath. NOTARY Sign: Print: My Commission Expires: as identification and NOTARY PUBLIC: Sign: Print: My Commission Expires: Nodd1G*p/ an oath. / 0ra //�//iii `8a'r,AIE :k�a �k�k�k��k�ksR�kfl:�I:�k�k�k�ssk�:k�k�::k�k�azkae�R�k:k�k��k�k�kik:k:ksk�a�a�N�k�k�k�k�k��k�k�k�k�k�Is�k�k�k �k�k�k��a:k�k�ssk�k�ka��R�k�h�a:k:k�a�k�a�kak�k�kak�a�k�k�kalS�aa�a��R�a�S�A�k�k�a�kak�ka��k �k�k�k�hak�a APPROVED BY y �� "i= 241 lans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk ror more mrormeuee, visa wwwamennunun.yuvnexco, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE ELECTRICAL CONTRACTORS LICE I EC13005412 I The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 REGULATION 0411412014 15:43 TAX) P.0011001 CERTIFICATE OF LIABILITY INSUR�1 NCE DA041144/14m) PRODUCER Excellence Inwranc4 Agency 3801 SW 107 Avenue Miami, FL 33165 Phone (305)226-3$00 Fax (305)226-3907 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC Al INSURED Pinar Electric, MD INC 4910 NW 102 Ave #102 Dora(, FL 33178- _..—.�. _... COVERAGES INSURERA; 'Granada Insurance Company INSURER B: Castle Point Insurance Company INSURER C: INSURER D: INSURER E: INSURER F: THE POLICIES OF INSURANCE LISTED 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 MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE__LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MWDD POLICY EXPIRATIONLTR DATE MWDD LIMITS A © GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CIE] CLAIMS MADE 6a OCCUR ❑ 0185FL00001837-0 08/09/13 08/09/14 EACH OCCURRENCE 1,000,000 GE PREMI ESD RENTED w 100,000 MED EXP (Arty one permn) 5,000 PERSONAL 8 ADV INJURY 1,000,000 GENERAL AGGREGATE – 2,000,000 2,000,QQQ GEML.AGGREGATE LIMIT APPLIES PER: © POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMPIOP AQQ $500 Ded Pro .Dame e D ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea aCdd&nt) BODILY INJURY Per erson BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA AGC AUTO ONLY: AGG EXCESSlUMBRELLA LIABILITY ❑ OCCUR ' ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S EACH OCCURRENCE - -- -- _ AGGREGATE B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY..... ANY PROPRIETOR I PARTNER I EXECUTIVE OFFICER 1 MEMBER EXCLUDED? H yes, describe under SPECIAL PROVISIONS below OTHER �/� 0043827 00 11/15/13 11/10%14 ©TORY WC LIMITS ER ❑ 0TH- - E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,000,000 E.L. DISEASE _ POLICY LIMIT 1,000,000 -• DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Certificate for Pinar Electric MD State Certified Electrician Contractors EC13005412 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ASOV DESCOLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREO TH�9411' 3 INSURER WILL. ENDEAVOR TO MAIL Miami Shores Village 30 DAYS WRITTEN TI ,T E CERTIFICATE HOLDER NAMED TO Building aeparlment THE LEFT, BUT FATLURE D HALL. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TH ITS AGENTS OR REPRESENTATIVES, 10050 NorthEast 2nd Ave F AiirunaifEn REpRE T . Miami Shores Florida 33138 1305-756-8972• - ACORD 26 (2001108) QF ®ACORD CORPORATION 1988 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 AM m4w�- B LDING PERMIT APPLICATION Permit Type: UILDING FBC 20 ) 0 Permit No. Master Permit No, -6 7 ROOFING JOB ADDRESS: -1(4Zo • ,E : 18 3 g: I a It T City: Miami Shores County: Miami Dade Zip: 3It 3 9 Folio/Parcel#: ( 1 37 - Is the Building Historically Designated: Yes NO V Flood Zone: OWNER: Name (Fee Simple Titleholder):_ Address: 7S. U e S`7- .:: City: "l0 -D-, / Tenant/Lessee Name: Email: State: %z'oru d.' Zip: 5 3/ q a CONTRACTOR: Company Name: Eer�9 S�i`(1G o .1�IGCePhone#;b���a Z7 6 Address: ?,0- 90K q)'4( q 4 city: Mm8nr Qualifier Name: _ o czt d zip: " . Phrine#- State Certificaticya or kegistration #: W/A- �Certificate of Competency #: I,=— I c%'67 Contact Phone �� S d �— Z�%G Email Address: 2 l,7eo SS l Re u d Me i— DESIGNER: Architec ngineer.�ltd fro� Phone#: 6 P C07- Value 07'Value of Work for this Permit: $ lot Bab 0" Square/Linear Footage of Work: Type of Work: OAddition UAlteration UNew XRepair/Replace ODemolition Description of Work: .Nle n 7" 6 � TE l s %i nos, �? tv -( 2> 2 c ts- �Ir w � Ro A� C k iFr: U is �0. T 1? L ) 6 ® '1C s ` Woa,J� o c 4 �® r, --r c-, FT Color thru tile: / Submittal Fee $ 0 • Q Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $Cc Bonding. Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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: 9 Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co dement ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I the able a of such posted notice, the inspection will not bepr ved and a reins ection fee will be charged. Signature L� Signature i Owner or Ag-A�M Contractor The foregoing instrument was ow tietore me 's day of, 20, by , who is personally known to me or who has produced As identification and who did take an oath. The foregoininstrume t was acknowledged before me this day o , 20 L�, by ,%%1Sbe/7 A ose who is personally known to me or who has produced ZOd' 76 / S /pat&"ldentification and who did take an oath. NOTARY PUBLIC: Sign: My Commission Expires: LEM= SSION i3 EE831769 Seganim 03, 2116 or s�siaa�ea�aa�aaga�astaa$:ka$a$a$a$aisgsgs$s:k'kH=�IsaisHagesk�Ia s{s =k=k sksIaHsHa�a��k�S�k���HSskxssk�aH��ksksk�asks! APPROVED BY Plans Examiner 3 Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09) (Votary Public State of Florida Joanna M Feliciano My Commission► FF 082753 Expires 01/12/2018 6 11'r Zoning Clerk AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS �. 09. R CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official NATIONAL SOCIETY OF PROFESSIONAL ENGINEER FLORIDA ENGINEERING SOCIETY 7 August, 2014 Ref: DGT-3-14-415 1420 N.. 103rd Street Southern Marine Corporation 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 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 105 of the Florida Building Code and is being submitted to the Miami Shores Village building department at the time of final inspection for the above referenced structure. P.E. 21181 w AMERICAN SOCIETY OF CIVIL ENGINEERS r NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF �� PROFESSIONAL ENGINEER. 4rooCONSULTING ENGINEER FLORIDA CICaINEERING PROFESSIONAL BUILDING INSPECTION tE'1`Y 12420 S.W. 75th AVE., l MIAMI, FLORIDA 33168 TELEPHONE (30.5) 378-1244 Established 1976 Village of Miami Shore Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official 5 June, 2014 Ref 1420 N.E. 103rd street Miami Shores, Florida DG1415 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 FBC 2010, 1822.1.20 and with the permitted documents. you have any further questions or need any additional information, please do not hesitate to P.E. 21181 Pile Driving Loa Proiect Address 1420 N.E. 103rd St Date 5/30/2014 Pile Capacity Concrete 25 Tons Contractor Southern Marine Corp Engineer -of -Record J.N. Sheingold P.E. Permit Number DGT-3-14-415 Pile Hammer Weiaht 4000 # Drop Heiaht 6 Feet Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 18 9 8 Batter Pile 2 12 18 8 8 3 12 18 9 9 4 12 18 9 9 1 12 24 8 12 2 12 24 8 12 3 12 24 8 11 4 12 24 9 11 5 12 24 8 12 6 12 24 8 11 7 12 24 9 12 8 12 24 9 12 Batter Pile Pile Installation as per FBC 2010 1822.1.20 0 Pile Drivine Los Project Address 1420 N.E. 103rd St Permit Number DGT-3-14-415 Date 5/30/2014 Pile Hammer Weisht 4000 # Pile Capacity Concrete 25 Tons Drou Heieht 6 Feet Contractor Southern Marine Corp Eneineer-of-Record J.N. Sheineold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 18 9 8 Batter Pile 2 12 18 8 8 3 12 18 9 9 4 12 18 9 9 1 12 24 8 12 2 12 24 8 12 3 12 24 8 11 4 12 24 9 11 5 12 24 8 12 6 12 24 8 11 7 12 24 9 12 8 12 24 9 12 Batter Pile A0211 _ 14 Tue 13:09 Paid Wwh & Associates 772-232-9375 ID: #2633 Page 15 of 26 �"""""�'��' trGF%IW r&MIQ tVr L-IML31L.1I I IIYa7VIV,tYVG G/1t!/LlJl4 THIS CERTIFICATE IS SUED AS A WATTIER OF INFORMATIGH ONLY AND CC@ff= NO RWHTN UPON THE CERTIFICATE HOLML TMS CERTIFICATE DOES NOT AFFBNIIATIMY OR MCAT(AH.Y AM BID, EXTEND OR ALTER THE COVERAGE AFFORD® BY THE POLMS BELOIIL THIS CERTIFICATE OF WIRIMM DOER NOT CONSTITUTE A CONTRACT BETA THE ISSUM INSIMERM AUTHORiM REP SENTATIVE OR PRODUCEIL AND THE CERTIFICATE HOLDER. 11191IORTANP. Wthe cerf»ftame holder L4 an ADDITIONAL WBUREM the pollcyp" must be omdorsed. U SUBROGIATION IS VLMVM stmt to the terms and wndiflons of the Ropey, cabM poldes may rete an endorseumit A stdomerd on MW cefflicafe does not colter rfghts to the cw=cde holder InAeu of such ). PRODUCER PAUL LYNCH &,ASSOCIATES INC 701 N Federal. R", Suite 401 Stuart, FL 34994 CONTACTL :hh Paul wme Paul ) 232c-9371 A� N, . (772) 232-9375 h-ML,:Sue@ins emarine.CCM ALRHORIIED REPRESENTATIVE INSIRERA: Unit" State Fire Insaxamw Co. INSURED Southern Marine Construction, Inc. P.O. Box 414194 Miami Beach, FL 33141 305-861-2754 INSURIM B: aim r Q N ca, Ic INSURER C: INSURER D 94SURER E: r. -Lm. F: rtnvcanr�c f_GIaTICI[`-ATG MI IMPlIP • 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. NOTINRHSTANONG ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DENT WITH RESPECT TO UAUCH 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 SUCH POLICIES. LIMITS S'HWIN MAY HAVE BEEN REDUCED BY PAID CLAN& UR TYPE OF INSUR RWL W= POLICY NUMBER ALRHORIIED REPRESENTATIVE LIMITS i A UUMM CLAM4S4%ADE ❑X OCcuR X PSI (Ex -cargo: Includes Crew/Jones Act (1) ) 830-100209-4 0/22/13 0/22/14 EACH OCCURRENCE $ 1,000, 000 PREMISES Ea oaxmenea $ 50,000 MED EW (Any om person) $ 5,000 PERSONAL &ADV WJMY $ 1,000,000 GEI,L AGGREGATE LIMIT APPLIES PER. X POLICY Q JPERCOT- F]Loc OTHER GENERAL AGGREGATE $ 2,000,000 PRODUCTS- COMMP AGO $ 1, 000 , 000 $ AUTOhMILE LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS HIRED AUTOS ANOS $ GODLY NAM (Per parsml) $ $ BODILY NAM (Per awdeMAffos Per anal $ llTAWEL.A LIAB EXCESS LIAR HCLMISWADE OCCUR EACH OCCURRENCE $ A{; GATE $ DED wTEN170N $ $ $ WORKERS COMPENSATION Aero EMPLOYERS LIABILITY Yin Am PRONMYORMARTMERJEDOUFFNEecawm? Mq 1f�s desti9ibe� underE.L. DE IPTION OF OPERATIONS bakm MIAPftndatwy TWC3401036 Includes IISLt;iHH 2/18/14 2/18/15 X SfATt1rE E I EACH ACCIDENT $ 1,000,000 E.L DISEASE- EA EtdPLOYEE $ 1, 000 , 000 DISEASE -POLICY LUT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS 1 VEHICLES (ACOM W1. ASI RMft Scnedu[a. may be 8MW4W it MOM space Is /fid) Marine Contractor. ULK I If -&^1 t nvLW= — Miami. Shores Village 10050 -NE 2nd Avenue SHOULD AW OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, Florida 33138 ACCORDANCEtMTH THE POLICY PR ALRHORIIED REPRESENTATIVE acv. i..�orinowrinel Aa.i..Mc.o�mnmrl ACORD25(M3M4) The ACORD (tame and logo are registered ffmft of ACORD Oe01ei Local Business Tax Receipt Miami -Dade County, State of Florida T HISIS NOTA BILL -DO NOTPAY 1]95247 �� uafflM �ME,LocA�noN aEc�r No. EXPIRES SOUTHMN MARINE COMMUCnoN'NC ��- SEPTEMBER 30, 2014 6875 NE 3 AVE 1196;247 Must be displayed at place of business Pursuant to County Code MM R6.33138 Chapter SA -AM 9 & 10 SEC. TV" OF mm"66 PAYMENT RECEIVED OVME'R 196 SPECIALTY.�NGIN['ERING CONTRACT BV TAXCDLLECTOR SOUTHERN MARINE CONSTRUCTION 1167 $45.00 09/27/2013 INC 0232-13-000973 WOTWS) 10 oltlz$LealB TmcTTrealsaotalice>�. 76isL al Te�tR�aiptonlyt 1 doh a6e�a . MYBuvermnenlaier PWMIL racardficallonalthe1lmm>� vnhichNtplT aoall conueer valdela- .padePedeSee8a� Tha17'N0.a6ovsamsttmdmPlaYad " . Foramsort." J - Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida . THIS IS NOTA BLL —DO NOT PAY CC NO_ El 907 BUSINESS NAMEILOCATION SOUTHERN MARINE OJNSTRUCTK)N INC 6875 NE S AVE MIAMI, FL 33138 MC FMEU TNO. EXPIRES NEW OU'SINESS SEPTEMBER 30, 2014 7438194 Must be displayed at place of business Pursuant to County Code Chapter SA —AR. 9 & 10 OWWER TYPE OF BUSINESS SOU NIER 1 MARINE CONSTRUCTION SPECIALTY ENGINEERING INC CONTRACTOR For mere ioformatioo.visitJade eovltaaeoljecror PAYMENTRECEIVED By TAX COLLECTOR 175.00 09/27/2013 0232-13-000973 QUALIFYING TRADE(S) 0005 SEAWALUSM DOCK ! MIAM{pnpE Chwies Danger P.E. Secretary of the Board www.rHarrddade.goWde topmerd C OB 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 CONTRACTING UNTILOW3012015 . ` 4 Vo RECORD & RETURN TO l JOHN H. ADAIR, III, P.A. 1177 SOUTHEAST 3RD AVE. FT. LAUDERDALE, FL 33316 WARRANTY DEED Folio No. 11.-3205-031-0030 THIS WARRANTY DEED, made the !S_ day of November, 2013, by MICHAEL A. THOMPSON and MARGARET E. THOMPSON, his wife, hereinafter called the Grantors, to MARC W. LITZENBERG and ANNE F. LITZENBERG, husband and wife, whose post office address is , hereinafter called the Grantees; WITNESSETH: That the Grantors, for and in consideration of -the sun. of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged., hereby grants, bargains; sells, aliens, remises, releases, conveys, and confirms unto the Grantees, all that certain real property, situate in Miami -Dade County, Florida, to -wit - Lot 12, in Block 5, of REPLAT OF TRACT "C" NIIA W SHORES BAY PARK ESTATES, according to the map or plat thereof, as recorded in Plat Book 64, at Page 97, of the Public. Records of Miami -Dade County, Florida. SUBJECT TO: Conditions, restrictions, Limitations of Record, easements, zoning regulations, taxes for the year 2013 and subsequent years. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in any wise pertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantors hereby covenant with said Grantees that the Grantors are lawfully seized of said land in fee simple; that the Grantors have good right and lawful authority to sell and convey said land; that the Grantors hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2012. IN WITNESS WHEREOF, the said Grantors have Hereunto set their hands and seals the day and year first above written. Signed, sealed and delivered in our presence: Print Name of Print Name of Witness STATE OF FLORIDA ) ) ss COUNTY OF MIAMI-DADE) L.S. MICHAEL A. SON 517 Olympic Circle St. Augustine, FL 32092-2791 l T E. THOMPS N 517214 ic Circle St. Augustine, FL 32092-2791 The foregoing Warranty Deed was acknowledged before me this 15-f day of November, 2013, by MICHAEL A. THOMPSON and MARGARET E. THOMPSON, his wife, who is personally known to me or has produced their drivers license as identification and who did take an oath. Prepared by: .ANDRE R. FOURNIER, ESQ. P.O. Box 610277 North Miami, FL 33261 Notary Public, State of Florida 3 =o: 3•i ! E ' CRiSTINA HENRY tont COMMI SSfoPI #FF036318 9'� f 39"153 EXPi RES July 15. 2017 FloddaW°tarYgervke.com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:1.L 4i-> DATE: MH I Contractor D. Owner D Architect Picked up 2 sets of plans and (other) Address: H k � e V) 9�1 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 Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: L4 11(.0114 PERMIT CLERK INITIAL: I l (Wa? becah f6%-- e Mad Shores VdIage Bi0g gent � Tht 30&-F= 3aS. sop N _A N_ she ala_ 12420 SN 75th AVO 7 Miasu , Fl 33156 , 305-372-3 2AA — - • 21181 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS NATIONAL ACADEMY ve PROFESSIONAL ENGINEERS 4P.,�� � ' ��� `'� FLORIDA ENGINEERING nF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 .0 Ila i (14 I� �J.�� ►�3 ter' �'e V4075 ► to � J Z'ep C� 7451*1 7/7 1- i/1 -4-A --z4* 1;)4- ..=(a; l -5B¢ 2"11. G !0 3 411 1 - 6.050pli>'O'Al AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS 5 R� PROFESSIONAL ENGINEERS NATIONAL ACADEMY ' FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIA ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 . /4-2.c> 5� 1 -1 .. - 1414, f� \/=, W_ iL g� , D Z& 7 2 vc_-2.q AMERICAN SOCIETY NATIONAL SOCIETY OF _OF CIVIL ENGINEERSR.,p. ���' , 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 U �� (35) g 444 3 �S y Irr (,o •C <o I� j� S I AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS f. �� v' +��. PROFESSIONAL ENGINEERS NATIONAL ACADEMY 1"� 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 4oX4o-< 2 4-..-t - N 1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 L.B. #36351 SHEET 1 OF2 FAX. (954) 782-1442 TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU -13-3175 LEGAL DESCRIPTION: LOT 12, BLOCK 5 OF REPLAT OF TRACT C OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 64, PAGE 97 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ADDRESS: 1420 NE 103RD STREET MIAMI SHORES, FL 33138 FLOOD ZONE: AE BASE FLOOD ELEVATION: 9'NGVD CONTROL PANEL NUMBER: 120652-0306-L EFFECTIVE: REVISED: 9/11/2009 LOWEST FLOOR ELEVATION: 8.47'NGVD GARAGE FLOOR ELEVATION: 5.77'NGVD LOWEST ADJACENT GRADE: 5.53'NGVD HIGHEST ADJACENT GRADE: 5.86'NGVD REFERENCE BENCH MARK: CERTIFY TO: 1. DOUMAR, ALLSWORTH ET AL 2. JOHN H. ADAIR III, ESQ. DCBM#B-26-RA ELEV:17.23'NGVD 3. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 4. MARC LITZENBERG 5. 6. EASEMENTS ACCORDING TO THE AFORESAID PLAT: 2.5' DRAINAGE EASEMENT ALONG THE EAST BOUNDARY. ABOVE GROUND ENCROACHMENTS ACCORDING TO THE AFORESAID PLAT: DRIVEWAY IN ROAD RIGHT-OF-WAY ALONG THE NORTH BOUNDARY. FENCE AND PLANTER IN 2.5' DRAINAGE EASEMENT ALONG THE EAST BOUNDARY. WOOD DOCK IN CANAL RIGHT-OF-WAY ALONG THE SOUTH BOUNDARY. NOTICE: DEED BOOK t CLF -CHAIN LINK FENCE THIS SURVEY IS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. AD = ASSUMEDDATUM NOTES: IRON PIPE I.R. = IRON ROD 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER. 2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINED. N.G.V.D. = 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR FROM THE DATE OF SURVEY AS SHOWN HEREON. D.E. A = CENTRAL ANGLE ANCHOR EASEMENT LEGEND OF ABBREVIATIONS: A = ARC LENGTH oO = CENTERLINE m CB = CHORD BEARING � t = LIGHT POLE R = RADIUS +T ELEVATIONS BASED ON NGVD 1929 RAN = RIGHT OF WAY 50. FT. = SQUARE FEET MAINT. = MAINTENANCE P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT B.C.R. = BROWARD COUNTY RECORDS P.T. = POINT OF TANGENCY P.S.C.R. = PALM BEACH COUNTY RECORDS D.C.R. - DADE COUNTY RECORDS WM = WATER METER P = PLAT P.B. = PLAT BOOK OH OVERHANG N&D = NAIL & DISC O.R.B. = OFFICIAL RECORDS BOOK N = NORTH P.O.C. = POINT OF COMMENCEMENT F.F. = FINISHED FLOOR S = SOUTH P.O.B. = POINT OF BEGINNING ENCH. = ENCROACH E = EAST AIC = AIR CONDITIONER _ X _ X -X - X - - CHAIN LINK FENCE W = WEST FND. = FOUND _/A IA--IA-IA- = WOOD FENCE B.M. = BENCHMARK CHATT. = CHATTAHOOCHEE _ METAL FENCE FH = FRE HYDRANT F.P.L. = V.= OFFSET = FLORIDA POWER & LIGHT ELEVATION = PVC FENCE SEols SEC. = SECTION = MH _II_11-II-II- MANHOLE = CONCRETEFENCE TWP. = TOWNSHIP ESMi. = ES EASEMENT CONCRETE WALL RGE. = RANGE ELEC. = ELECTRIC h ft -R' = WIRE FENCE /NOT VAUD NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA D.B. = DEED BOOK t CLF -CHAIN LINK FENCE WF = WOOD FENCE BLVD. = BOULEVARD AD = ASSUMEDDATUM I.M. = IRON PIPE I.R. = IRON ROD P.R.M. = PERMANENT REFERENCE MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM U.E. = UTILITY EASEMENT D.E. DRAINAGE EASEMENT A.E. = ANCHOR EASEMENT GAR. = GARAGE CIL = CENTERLINE m = MEASURED LP = LIGHT POLE ACCURATE LAND SURVEYORS, INC. 1150 E ATLANTIC BLVD. L.B. #3635 TEL (954) 782-1441 POMPANO BEACH, FLORIDA 33060 SHEET 2 OF 2 FAX. (954) 782-1442 N 20 0 10 20 �%� +NWNEGRAPHIC SCALE WE 1"=20' S 103RD STREET • :.. '... . --�•-.c-..r-�,- ,__'rte..- � ... a • _. �_._ +.,--•-•-+w+'r,�•- '- •t-�.-,.•-'. '- Y N-,.-j•.�.._.�....U..r- : L ,50' RIGHT-OF–WAY^-.i i 19' ASPHALT PAVEMENT:• ' : j8 ' • 1• I$': ,. 1 , CATCH M HOLE I ' BASIN POWER P.C. '�P N89°50'54"E 110.00' WiM.13 1 21s.�1' AV FOUND 1/2" Y I 8" FOUND 5/8- IRON PIPE IRON ROD NO ID , I & CAP :.moNi I #2098 ASPHALT DRIVE PLANTER (TYP.) I Z 1 O _ _ _ 0.2'E O •::.::.:::::::.' TILE 3 0i°n ::.........:•. r p ; . ..............':.': ...... .... OCO ,... 11.53' •21.70' • I (n O p I p O) O .... .................................. :..::::::O° ::::::::.:::::.:::::::::.:::::::........... I 1STORY....: C4aD: . , cflN::.:.:::::::. ''''' O �RESIDENCE #1420•::':•:•::;•.................:: ................................ Q::::.'.'.'.'.'.'.'.':.::':::.'.':::.'.'.'.'.:':::::.•.:::'::::.'::::::.'.':.'.'.':.':.'.'.'.':.:'.::'::.::.:'.:'.'::::. ro 0 rn N i IT7 C cTI:'.'. 30. so' ::.::........ 13s7• ':::.:•::::.•:::.::•:•::•::•:•:•:'::•::•:•::•:•::•:': CIt :':'.'0.5W 0.78'— ••• �.. ...... •'•32.05'.'::':.':.':::'.'.:'. A/C ON CTI 12 1 � I RISER O BLOCK 5 �� a DDCK� 4' CHAIN LINK FENCE (TYPICAL) � I I x � I FENCE 1.0'E l FENCE 1.5' CONC I 0.4'E 1.2'N k SEAWALL I S89°50'54"W 110.00' FOUND NAILC,1��A� FOUND DRILL HOLE o/s LOSE 80' RIGHT–OF–WAY o/s 1.00'E THIS SURVEY IS MADE FOR MORTGAGE AND 11TLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 1 OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT PATH RECORD CERTIFICATION: MEASUREMENTS. THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N89'S0'54"E ALONG THE N. LINE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE OF LOT 12, BLOCK 5, PLAT BOOK 64, PAGE 97, MIAMI–DADE COUNTY RECORDS SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS–OF–WAY, THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS, INC. CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETERMINED. CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS 5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHALL NOT UNDER RULE 5J-17 ADOPTED BY THE FLORIDA BOARD OF LAND BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. SURVEYORS, JANUARY 11TH, 2010. 6. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER. 7. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN. C A / C. B. THIS SURVEY WAS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT Not valid without BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. the signature and WrigIna) raised .1 a Florida Licensed Surveyor I0-m and Mapper. REVISIONS DATE BY ROBERT L THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 – STATE OF FLORIDA DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOK SCALE 1 "= 20' NUMBERSU —� 3-3175 10/07/13 ODI CCC SU 13-3175 ENGINEERING T • . ' . 'I 60 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM Work prepared for: NEPTUNE BOAT LIFTS Job#: 00-NBL-0002 Project: 13,000 lbs 4 -POST BOAT LIFT $� TSB Check: FLB Date: 9/4/2012 Design Calculations for Alum. Structure Refer To Attached Drawings RECEN' (Drawings Signed & Sealed By Below -Signed Engineer) 14AR 19 2014 DERM Coastal Resourm; �eC Natural Resources Regulation & Rr General Notes: Division (NRRRD" 1. All work has been designed and shall be installed in accordance with the minimum requirements of the 2010 Florida Building Code. All local codes superseding the respective code shall be considered by the contractor in design & may require additional engineering analysis. 2. end loads have been calculated per the requirements of ASCE 7-10 as shown herein. 3. The existing host structure, if any, must be capable of supporting the loaded system as verified by the permit holder. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to extrusions and Installation shall conform to manufacturer's specifications as summarized herein. 5. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & appellate fees resulting from material fabrication, system erection, & construction practices beyond that which is called for by local, state, & federal codes & from deviation from this design. 6. If any errors or omissions appear in the drawings, these calculations, or other documents, the contractor shall notify the engineer in writing prior to proceeding with any questionable work. 7. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2005 Aluminum Design Manual, Part 1A, Section 6.6.1 (a) and (c), respectively. 8. Intellectual Property of Engineering Express, Inc. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by means, electronic, mechanical, photocopying, recording, scanning or otherwise, without the prior consent of Engineering Express, Inc. Raised Engineer's Seal Valid For C79'? MAY 13 #00 -NBA -0002 01 Frank L. Bennardo, P.E. ENGINEERING EXPRESS PE# 0046549 Cert of Auth #9888 F02a4 Other Structures Design Wind Load Calculator Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10, Section 29.4.1) Input Description Value Units Description Exposure Category1 Upwind exposure based on ground surface roughness Basic Wind Speed, VJO; mph Basic wind speed, in miles per hour h 5` ft Height to the top of the sign, in feet (distance from ground tc B`; �19 ft tea,. Horizontal dimension of sign, in feet (distance from left side t x , S =`yap ft Vertical dimension of sign, in feet (distance from bottom of si Open= �i°;0 Ratio of openings to gross area Cases A & B Kd = 0.85 Cf = 1.61 9 h = 14.96 Ib/ftz 0.85 G = 0.85 General (openings B/s = 1.81 reduction comprised of s/h = 0.70 factor = 1.00 < 30% gross area) pressure = F / surface area 1.81 factor (for = 9hGCfAs /As s/h = 0.70 = ghGCf 1.0 Air per ASD Case C Ipressure = F / surface area = 9hGCfAs lAs = ghGCf = (see pressures) AR 19 2014 DERM coastal Resources Sec C Natural Resources Regulation & PF .. E)Ms on RRRD Logic check E * Pressure per ASD Region 0 to 10.5 ft 10.5 to 19 ft ZIMMMe General (openings Kd = 0.85 reduction comprised of y h = 14.96 Ib/ft2 factor = 1.00 < 30% gross area) G = 0.85 Reduction B/s = 1.81 factor (for s/h = 0.70 Case C) = 1.0 Ipressure = F / surface area = 9hGCfAs lAs = ghGCf = (see pressures) AR 19 2014 DERM coastal Resources Sec C Natural Resources Regulation & PF .. E)Ms on RRRD Logic check E * Pressure per ASD Region 0 to 10.5 ft 10.5 to 19 ft ZIMMMe Other Structures Design Wind load Calculator Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10, Section 29.4.1) Input Description Value Units Description Exposure Categoryw } D' ` `' Upwind exposure based on ground surface roughness Basic Wind Speed, V ==0 mph Basic wind speed, in miles per hour h =M1, ,.3,. 15 ft Height to the top of the sign, in feet (distance from ground tc B k i19' ft Horizontal dimension of sign, In feet (distance from left side t s ti,Qt5; ft Vertical dimension of sign, in feet (distance from bottom of si x % Open ;, ?.,% Ratio of openings to gross area 1.00 < 30% gross area) pressure = F / surface area Cases A & B Kd = 0.85 Cf = 1.61 q h = 10.98 Ib/ft2 0.85 G = 0.85 General (openings B/s = 1.81 reduction comprised of s/h = 0.70 factor = 1.00 < 30% gross area) pressure = F / surface area 1.81 factor (for = ghGCfAs 1As s/h = 0.70 = ghGCf 1.0 per RSD Case C pressure= F /surface area = ghGCfAs /A., = ghGCf = (see pressures) I` MAR 19 2014 DERM coastal Resources Sec9c^ Natural Resoumes Regulation & RPS;... DMsion (NRRRD) Logic check E * Pressure per ASD Region 0 to 10.5 ft 10.5 to 19 ft Page 3 of M General (openings Kd = 0.85 reduction comprised of q h = 10.98 Ib/ft2 factor = 1.00 < 30% gross area) G = 0.85 Reduction B/s = 1.81 factor (for s/h = 0.70 Case C) = 1.0 pressure= F /surface area = ghGCfAs /A., = ghGCf = (see pressures) I` MAR 19 2014 DERM coastal Resources Sec9c^ Natural Resoumes Regulation & RPS;... DMsion (NRRRD) Logic check E * Pressure per ASD Region 0 to 10.5 ft 10.5 to 19 ft Page 3 of M i?k'. f "Yft'y�,�� fs^.t. ti. f�%��t,�f s.'.. s"{.�t�.t�^Y`s:�d' �3`�JY �S _�•. :k3�' �IJ.. �i t t,S{?:� � fxx �':. '.t;Z tk S - € ff'`S�k K{i2 3Y" }F.�'�,CV1 ?;i t` .' S3'Y kxn {i ...i'.�'�f^".y.Y'iv 2�'•."�./�:.A ., i;{.. :. �,y��y -. f: uxV, h�hrcT. .i D't 4�`,'v`f.,¢r `cR ,. x."E..`uE�J.i;;£.�;�f; �y� uLz,�''k,�i»n.�.x<�'£^�ff;3#.'s�J�.tr�s�..fiE;a'.. f <,: x'"�„xr�,;FJ.4£�. �?.,t�:�gF•�.�"R. F sti,? �'., t>i.. f.. ax,. � !-'�....:: �� �? Lift Type: 1.3,000 Ills.: capacity boat elevator Boat size (lateral projection) Wind Load assumed 2. Q'.: (plan projection) .................. TL = DL+0.75(LL+WL) = 15,040 lbs (gravity load) TL = WL = 2,720 lbs (lateral load load) .. !. ... L2? . ..y'l.. .. '}. Yn. ... .S. ...'::r;;;...;.,>s,,,.<.r:,:,......r„wv:.>zJ'e>a..... .z __.»,...o, ,ri r .hys t`2.fo�:.r'.'c aT, 'M .:J��e. .'�` FiAt?�S`,?,f:'es,. ii - t„j,. f Yw.. ! f,pL 'J. fiD z� m5 t�.>Y .k';,xw'.»:'x.r:.e.i :.,,:.>: >~.x, . ,..:,.;,,::....>.. .... x ,,,. >., x..h,»...,: x>x>,'w.,:.1111101 I 'R3' _ .. R Fi 01111".0 P2Jk Y f S�Fo.' •kTV`YS K Y-.,»+k�{ ea,.J'i• fi 1?p. ty5f� >S p, '..ir, S £fSAL YFf �s..� MINION NION � {f .._....... >Wd .. £,moi?...., ..xi..... .,.,.,..,..,.: a.. n.-, ?.,c__czs?'NaS. .,.c„ s, ..,...,�.>•...,';,.. .£.Sy.uM1.4'�,..w, £`3s-:.�.S 3f'J_.,:. ..,.,.+.•-.••.-. ', Ititft:. e.s_'�h"4 (OPTIONAL BUNK IN ALUM.) a nonwelded members and welded members way than 1.0 In of a weld BEAM 10x4x0.5o0 3`' ,,.„ ❑ welded members within 1.0 in of a weld ® members weld-affected cross sectional ❑ Flat use b = 4.00 In A = 13.00 In E = 1.01 E+07 psi Att„ ee = 1.50 Inz d = 10.00 In lx = 151.00 in4 ly = 33.10 Ino A,,,,Hlri = 0.74 int twali = 0.50 in Sx = 30.20 in3 Sy = 16.50 in3 J = 85.00 in4 rx = 3.41 In ry = 1.60 in ................... Ltac., _ :14:00 fit ::::::: (Total length) Lmax = :1:3.:50 ft:, (unsupported length) ' Lt, _ :13.50 #::: :: (unbraced length for bending) Max. Moment = 21;168 Ib= (from visual Analysis software) MAR 19 2014 Max. Shear= 6;OA8 lbs (from visual Analysis software) Actual Deflection = 0.263 in .: < Amax = L / 180 = :. 0.900 in OK DERM Coastal Resources Settlor ......... ... Natural Rese�;,�es Regulation & Restc• CHECK CRITICAL. BEAM FOR BENDING D.vision (NRRRD) 1) Allowable Tension Stress (Ft): 1a) Tension in Beams: (extreme fiber, net section) (sec. 3.4.2 Flat elements in uniform tension) Ft = 19.:Q..ksi ::: : (nonwelded members and welded members at location farther than 1.0 In of a weld) Ftw = 9:0:1<s! ::: (within 1.0 in of a weld) ........... Ftp,, = N/A (allowable stress w/ part of cross section weld-affected (sec. 7.1.2)) Ft, = Ft - A (Ft - Q Bending Moment (X-axis): 254,016 Ib-in = from above Tension Stress (X-axis): ft = 8.4 ksi = 254,016 Ib-in / Sx Allowable Tensile Stress: Ft = 19.0 ksi OK, actual strees less than Ft =19.00 ksi 2) Allowable Compressive Stress (Fb): 2a) Compression in Beams (extreme fiber gross section) (sec. 3.4.14 Tubular shapes) nonwelded I welded OBS S = 184.5 slenderness ratio Si...................................... = :1:?3 :.186::::::: lower slenderness limit (overall buckling) S2 = .....:04.0 :: upper slenderness limit (overall buckling) F, & Fa„ = 20.7 ksi 9.1 ksi allowable stress F,p =I N/A jallowable stress w/ part of cross section weld-affected (sec. 7.1.2) S= 2Lb c S IyJ Fopw = FO — A A (F. — Fow ) 2b) Compression in Beam Elements (element in uniform compression), gross section: (sec. 3.4.16 Flat elements supported on both edges) nonweldedF welded OBS b/t = 6.0 slenderness ratio S1 _ :::::21::::: .................................... 2$.::::: lower slenderness limit (overall buckling) ........................................ S2 = ::::::33 :::::::8;: upper slenderness limit (overall buckling) F, & F,a = 21.0 ksl 9.0 ksi allowable stress F.pw = N/A allowable stress w/ part of cross section weld-affected (sec. 7.1.2) Fopw = F. — AA (F. — Fow ) 2c) Compression in Beam Elements (element in bending In own plane), gross section: (sec. 3.4.18 Flat elements supported on both edges) nonwelded I welded OBS h/t = 18.0 slenderness ratio ................ .................. S, _ 48 62 : lower slenderness limit (overall buckling) S2 = . 75 ::::::119.:.::: upper slenderness limit (overall buckling) Fo & Fes, = 28.0 ksi 12.0 ksi allowable stress Fopw = NIA allowable stress w/ part of cross section weld-affected (sec. 7.1.2) A Fopw = FO — A (Fc — Fow ) Bending Moment (X-axis): 254,016 Ib-in = from above Bending Stress (X-axis): fb = 8.4 ksi = 254,016 Ib-in / Sx VIAR 19 2014 Minimum of (2a; average(2b,2e)): Fb = 20.7 ksi = Allowable Tensile Stress DEPj Ceastat Resources sectio OK, actual strees less than Fb = 20.7 ksiNaturai Reso" ,es Regulation & Resto NRRRQ) D?vivon CHECK CRITICAL BEAM FOR SHEAR Shear in Elements, gross section: (sec. 3.4.20 Unstiffened flat elements supported on both edges) nonwelded I welded OBS h/t = 18.0 slenderness ratio S1 = 36 48. lower slenderness limit (overall buckling) ................. S2 = .64 ............ :129 upper slenderness limit (overall buckling) F,, & F„", = 12.0 ksi 5.0 ksi allowable stress F„ pW = N/A allowable stress w/ part of cross section weld-affected (sec. 7.1.2) F,Pw = F, — � ' A (F. — Fes, Allowed Shear Stress: Fv = 12.0 ksi Actual Shear Stress: fv = 1.3 ksi OK, fv less than Fv=12.00 ksi Face 5 d e ition '' ''' ' '''" WVORR. j nT"ti...vn\t:' ' ' tT .". . _,W :: 'StK 3E'•.w,o<:: �iv"'t..,'l :ei nCy_'i!:<:t'�-i ..$',cff: ::1^.-'C4'fii`y'vk� ti �Er J:ifa `i .f �i jd �'... ku �f- N � -.-.I '^3 E 'C4ch"!. 1„f ' rt %. .{e 3.':t. �.. '� .«4cS 'Ss,.^ � 3. :',�h� '�'L'swT'ri'nX �"'3 s,..w", ".ec' ^�r•'cfx€sn .zt -lc".. �.i.� cif 2�.�y S ,2 £r-"�d�c;:�` �£�) "a ; �+�^c .x� k �i "i.;:; I -BEAM F 8x7.02 606146 '!► .' b = 5.00 in A = 5.97 int E = 1.01 E+07 psi Anwge = 1.95 Int d = 8.00 In Ix = 67.80 in4 ly = 8.55 In4 A,,, bl/3 = 0.30 int t,ab = 0.25 in Sx = 16.90 in3 Sy = 3.42 in3 hange = 0.41 in rx = 3.37 In ry = 1.20 In ................... . Ltcta�=:!i2;50 ft:::: (Total length) L (unsupported length) ..................... Lb = ::4:00 ft: (unbraced length for bending)(consider beam lifter to be braced by bunk assembly) Max. Moment =J 2431b-.- tt (from visual Analysis software)(per beam) ..................... ..................... Max. Shear=;s10(bs (from visual Analysis software)(per beam) ....::.............. CHECK CRITICAL BEAM FOR BENDING D nonweided members and weided members way than 1.01n of a weld 1) Allowable Tension Stress 00 ❑ welded members within 1.0 in of a weid 1a) Tension in Beams: (extreme fiber, net section) members weed -affected cross sectional (sec. 3.4.2 Flat elements in uniform tension) Ft = 19a) ksi `: (nonwelded members and welded members at location farther than 1.0 in of a weld) Ft", = 9;Oksi : (within 1.0 in of a weld) ................ . Ftp,,,, = 13.0 ksi (allowable stress w/ part of cross section weld -affected (sec. 7.1.2)) Ftm = Ft _ A (Ft - Few) A = 2.05 int (net cross sectional area) Aw = 1.23 inz (weld -affected cross sectional area (if Aw < 0.15A, Aw = 0)) Bending Moment (X-axis): 194,916 Ib -in = from above Tension Stress (X-axis): ft = 11.5 ksi =194,916 Ib -in / Sx Allowable Tensile Stress: Ft = 13.0 ksi OK, actual stress less than Ft =13.0 ksi 2) Allowable Compressive Stress (Fb): 2a) Compression in Beams (extreme fiber, gross section) (sec. 3.4.11 Single web shapes) k.= nonwelded I welded OBS Lb/ry = 40.1 slenderness ratio S, _ . 21 .: 26: lower slenderness limit (overall buckling) Natuna DERM asta! R.'sa,,; es Section S2 = . ; ; :; 79: :.: . - NO': upper slenderness limit (overall buckling) Division (NRRRD) Fc & Fa,, = 18.9 ksi 8.5 ksi allowable stress Few = 12.7 ksi allowable stress w/ part of cross section weld -affected (sec. 7.1.2) Fcpw = Fc - Aw (F6 - F.,,,,) A = 2.05 int (net cross sectional area) A Aw = 1.23 int (weld -affected cross sectional area (if Aw < 0.15A, Aw = 0)) 2b) Compression in Beam Elements (element in uniform compression), gross section: (sec. 3. 4.15 Flat elements supported on one edge) nonwelded I welded OBS b/t = 5.8 slenderness ratio St = 6.5 ..::9; :;:::: lower slenderness limit (overall buckling) S2 = 1 Q::: ::98 upper slenderness limit (overall buckling) Pave 6 d & Fes,,, = 21.0 ksi 1 9.0 ksi jallowable stress EFrm = 13.8 ksi allowable stress w/ part of cross section weld -affected (sec. 7.1.2) Fopw = Fa - A (F. -F.W) A = 2.05 In (net cross sectional area) Aw = 1.23 inz (weld -affected cross sectional area (if Aw < 0.15A, Aw = 0)) 2c) Compression in Beam Elements (element In bending in own plane), gross section: (sec. 3.4.18 Fiat elements supported on both edges) nonwelded welded OBS h/t = 28.7 slenderness ratio ........................................ S, _ g8 ::::::::::::::::62 ::::: . .......................... lower slenderness limit (overall buckling) 82 = :::119:::: ..................................... upper slenderness limit (overall buckling) Fc & Fe„ = 28.0 ksi 12.0 ksi allowable stress F.p,,, = 14.0 ksi allowable stress w/ part of cross section weld -affected (sec. 7.1.2) FcPW = Fc - Aw (F� -F.W) A = 2.00 In (net cross sectional area) Aw = 1.75 Ir? (weld -affected cross sectional area (if Aw < 0.15A, Aw = 0)) Bending Moment (X-axis): 194,916 Ib -in = from above Bending Stress (X-axis): fb = 11.5 ksi =194,916 Ib -in / Sx Minimum of (2a; average(2b,26)): Fb = 12.7 ksi = Allowable Tensile Stress OK, actual strees less than Fb =12.7 ksi Q nonwelded members and welded members way than 1.0 In of a weld CHECK CRITICAL BEAM FOR SHEAR Q welded members within 1.0 in of a weld Shear in Elements, gross section: Q members weld -affected cross sectional (sec. 3.4.20 Unstiffened flat elements supported on both edges) nonwelded I welded OBS h/t = 28.7 slenderness ratio ........................................ S� = 36 :::: ::::::48:::. :lower slenderness limit (overall buckling) S2 = fi4. ...:. 129 upper slenderness limit (overall buckling) FV & Fw, = 12.0 ksi 5.0 ksi allowable stress F„ P = 1 5.9 ksi allowable stress w/ part of cross section weld -affected (sec. 7.1.2) F - & - A" (F - F ) A = 2.00 in (net cross sectional area) A Aw = 1.75 in (weld -affected cross sectional area (if Aw < 0.15A, Aw = 0)) Allowable Shear Stress: Fv = 5.0 ksi Actual Shear Stress: fv = 2.2 ksi OK, fv less than Fv=5.0 ksi Check 1/4" fillet weld between Carrier Assy & I-beam ELECTRODE !I4 1J 5556 L = ti3:©0'in n, = 1.95 (Safety factor - TAB 3.4-1) 1,,,, = 8.00 in SW = 0.250 in t,,,Wd = 0.177 in ,ma = 0.707 (Sj d = 1.41 in MAR 19 Z 14 Shear load V = 3.91 kips (from above) DERM cca:, , :,;,.,,,;„.. Section F,,,, = 3.54 kips/in Natural Resou-w , = ee ,,u�attnn & Resto VW = 14.50 kips = F,,,„ L,,/ nu OK, greather than 3.91 lbs Dvlc'on 11go / 4T ej ion 5/98"diam. 7 x 49 SSAC IWRC AISI 304 for each arm lift assembly. Wire rope goes up and down 2 times between two assembly arm blocks, giving a 2 to 9 lilt ratio, SF = 2.00 Safety Factor Trequtred = 15,040 = 1880 lbs 4x2 Teotuw = 9,000 lbs Breaking strength per Material Certification provided by: (Cert. No: KTS0176102) Fortune Rope and Metal Company, Inc 351 Zoo Parkway, Jacksonville FL 32226, Tel 1-888-445-5217 dated July 23, 2007 Customer PO No: 1570 Wire rope certifications available upon request to Neptune Boat Lifts, Inc. Tell,,,,, = 9,000 = 4500 lbs OK, (more than required strength) 2 MAR 19 DERM Coastal ResoLrc; oc�;on Natural Resources Recu!av c,n RAs"oration Division 'R R RR p) Tl""3? 9 of& GENERAL' NOTES 4DESIGN: 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. FEDERAL SPECIFICATIONS TT—W-550D(1) OR TT—W-00550E(1) AND AWFA—MP-4. PILES TO HAVE A MIN. DIA. OF 12" PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. 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. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK— 6 FEET MIN. MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 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 SELECT STRUCTURAL) AND COMPLY WITH NSD 2005 SPECIFICATIONS. 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. DESIGN LOADS: 60lbs/FT2 OF LIVE LOADS, 81bs/FT2 OF DEAD LOADS -ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. -THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SOUTHERN MARINE CONSTRUCTION, INC. DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) DERM COASTAL SECTION PRELIMINARY APPROVAL NAl1�;` DATE DERM COASTAL SECTIONI EXISTING DOCK EXISTING STEEL AND PILES TO BE PLATFORM TO REMOVED, TYP. BE REMOVED EXISTING SEAWALL TO REMAIN (2) EXISTING CONCRETE PADS TO (2) EXISTING CLEATS BE REMOVED, TYP.7 I I TO BE REMOVED. 1-71" I I TYP. �iiiii r� I I L_ _j LJ PROPERTY LINE U11191111F 110'-0" EXISTING CONDITIONS AND DEMOLITION PLAN 1/1611 = 1'-0" ,'LIAR 19 2014 DER t oas° ' ,b�urces Section Natural Rte: a ' :.Ion & Restoration EXISTING CAP 1� TO REMAIN EL. +5'-8" NGVD _ T.O. EXIST.CONC.CAP EXIST. T—PILE TO REMAIN OIL EL. +1'-9" NGVD MHW I EXIST. CONC. oo SEAWALL TO REMAIN __ EL. —9" NGVD MLW EXISTING SEAWALL SECTION 1/4" = 1'-0" PROPOSED SEAWALL REPAIR, DOCK REPLACEMENT & BOATLIFT FOR: MR. MARC LITZENBERG 1420 NE 103rd STREET MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. OFFICE: 305 986 7002 PE #21181 FAX: 305 253 4455 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 N DERM Coastal Resources Section Natural Resources Regulation & Restoration LOCATION MAP nkAQinn �NRRF')) N_T_S_ [J� VICINITY MAP W N.T.S. 9�e AlN 8 O U C C �L �c co C amE 2.0 d C U� L a� E ma � --r O�mE°E C E c O�`� Cf) U .�m °C a 90 cc as � m .. c� cc �UJ M LL. g W ch UJ 5. 0Uj a o OCC =1ZC0 cc C4 A CL o�.—� 0 C o� W co W z �o L1 06 Z Oc' W Z a-zcc J O¢o (9 LO fA w'^_j'100 = co 1� T O � 04 U gra A-1 1 OF 3 1 HP MOTOR, TYP. NEPTUNE 2 MOTOR BOAT LIFT MOTOR 0 o LIQUID TIGHT CONNECTORS,0 0 CONTROL CABLE TYPICAL DISCONNECT 1" CARFLEX W/ BLACK, RED, MEANS ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE CONNECT TO REMOTE BOX EXISTING" PVC W/ BLACK, RED, HOUSE PANEL�Zn MOTECLOW MOTOR ABLE NEW 12"0 CCA WOOD PILE, TYP I CAL NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. 1 39'-6" FEB 0 6 2014 DERM Goastal Resource.- Sec�nn Natural Resources Regu,a9cn & Rss,nra• Division NRRRD* NaturaEio Re,- �: ��t� g� SECTION .�.-... C.. •• rii\ 9 P �L 1��f4Jc d Ar-- T` DERM COASTAL SECTION PRELIMINARY APPROVAL NAIVE DATE /,, 6,j 1 NEW 2"X6" .T. TROPICAL DECKING WITH (2) 32" SS RING ANK NAILS EACH z CO ECTION — J1 NEW 3"X12" BEAM W/ 2" w P HDG THROUGH BOLTS AT I NEW 13,000 LB I - 0 /TYP�`� EACH PILE CONNECTION, TYP. I NEPTUNE I CO � I I CRADLE LIFT I N (8) NEW 12" CCA DOCK 101-011g'-6" TYP. LL - 0 AND BOATLIFT PILES, TYP. z 3'-0' 8'-C NEW 2"X12" FASCIA -� w AT BOTH ENDS -' o O i I LO d 19'-6" INSTALL SOLAR LIGHTS i ON (2) OUTSIDE BOATLIFT PILES A ---------------------------- -L- NEW 40" CONCRETE SEAWALL CAP C A NEW 2"X8" 'STIFFNER U C (13) NEW 12"X12" CONCRETE 2.2 .1 C U =1 BATTER PILES, TYP. arm C Et E :90 O9 1m'2$ NEW 3"X8" LEDGER W/ i HDG CONC. ANCHOR LINE OF EXISTING SEAWALL sa BOLTS @ 30" O.C. BELOW TO REMAIN UJm 50'-0" wad PROPOSED SEAWALL REPAIR, DOCK REPLACEMENT & BOATLIFT PLAN N 1/811 = 1'-0't n N U C r co Cu 2.2 .1 C U =1 Qi L a E Sf. No arm C Et E :90 O9 1m'2$ 'O^ sa IL UJm wad u� V og Wm'2 im .- 0 NmJw a� _ 0�Qv °CUZ cc o�,-m Cn c to CC 8LO coLO W Do 0 N z o� Mo M z Oc W gr) LLi wL z a:z�; J OQ2 (!)p1= C/) w�-100 _�__*- Cm 0 N N < z�¢w A-2 2OF3 12"X12" BATTER PILE BEYOND LIP TYP. 6" 6' �6, 6„ 6„ 6„ ®Er�6d1 COASTAL SECTION Ro"ECEIVED FEB 0 6 2014 - s i DERM Coastal Resources Section - — — — — — — — — — — — — — — — Natural Resources Regulation & Restoratio' — Division (NRRRD) 7DERM C,�+T 1 cC T �roi�e� 1��L �7GC 6 I®�lf�01NARY APPROVALREC'EIVE�V- #3 STIRRUP HOOP, TYPICAL MAR 19 2014 �'Z DERM Coastal Resources Sectio SEAWALL BELOW Natural Resources Regulation & Restc #5 BAR CONTINUOUS, TYPICAL Division (NRRRD) SECTION BB 1/2 = 1-0 COPPER CAP 1"X2" PILE TRIM 5'-O„ NIGHT TIME REFLECTOR, TYP. ON ALL PILES #5 DOWEL @18" O.C. SET IN #3 STIRRUP HOOP @12" O.C. EPDXY (8" EMBEDMENT INTO HOOPS SPACED ® 6" O.C. AT 2"X6" P.T. TROPICAL EXISTING CAP) EACH PILE DECKING WITH (2) 3" NEW CONCRETE (7) #5 BARS. (4)T & (3)B SS RING SHANK NAILS SEAWALL CAP 3'-4" CONTINUOUS, TYP. EACH CONNECTION _ kEL. +6'-6" NGVD z B ° _ ° ° B \AFT.O. NEW CONCRETE CAP T.O. NEW DOCK 0 #6 DOWELS SET IN EPDXY INUT & WASHER AT N _ (12 EMBEDMENT INTO PILE) 2X8 EACH END, TYP. ° C° - STIFFENER 6' NEW (13) 12"X12"3"X12" PILING BEAM 2"X12" FASCIA W/ (2) J" H.D.G. 1' 6" ` BATTER PILE ( ® ENDS MACHINE THROU-BOLTS 4„ ----- OLEL. +1'-9" NGVD 3"X8" LEDGER W/ J" HDG CONCRETE ANCHOR _--- -12" OILEL. +1'-9" NGVD BOLTS 0 30" O.C. -- -----MHW I 12"0 CCA PILE EXISTING T -PILE TO REMAIN ------------------------- -- i -- LEL. -9" NGVD EL. -9" NGVD MLW - --- MLW SECTION AA 1/2" = 1'-0" SECTION CC 1/2" = 1'-0" Ze N V C C cz C a �' ay .O C U� L a E (n cacme m C E141=; Ulm; Ua�maurl tic- o� a a0 ulm cc as J I -- Ly .• ca g m 2.2 og Lb6 O Q J Z CD ILCp w E V N 0r go ao � 8LO r` :3 W rn2 Z cLo 0 c?) Z O� W z Z 0-M M J OQ< DO P- 0 Z O r =ALL co p U'N2 04 �% U �r a A-3 3 OF 3 0 a 4 J m Z 6 ALUMINUM 4 -POST STANDARD BOAT LIFTS BY NEPTUNE BOAT LIFT DERM COASTAL SECTION l p OVAL a NAM PtAl OPT A O 01 STRUCTURAL NOTES: THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE. NOTE: THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH SPEEDS OF Vint = 175 MPH, VAsD = 136 MPH (3 SEC GUST) EXPOSURE 'D' WITHOUT A BOAT ON THE VALID FORT?))) M%) ONLY ALH)ONLYWUHRAW EIfiAVtRSM (� LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD. THE LIFTING STRUCTURE a�•J O Z O INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF Vint = 90 MPH IN EXPOSURE u! ® 2 4 'C' OR 70 MPH IN EXPOSURE 'D'. Q ED J Wrn '*MA S WJ�O THE OWNER IS RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS OF LL o W 3 LL u Vasd AS CALCULATED BELOW. PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR Q W Z = °% a � W REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND p rt U '!E Q U' READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE ORUI 73 - REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME AS ARE DESIGNATED W m W ° BY THE U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL J W N w ?� BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY,EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. Vasd MAY BE CALCULATED BY THE FOLLOWING FORMULA: Vasd = 3 V0.6 * Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS zvq p W W AS CONFIRMED BY OTHERS: B/s=1.92, s/h = 1.00, FOR A Cf of 1.4 MAXIMUM WHERE H IS THE HEIGHT 0 TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL DIMENSION. 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 WELDS TO BE COVERED WITH ALUMINUM PAINT. ENGINEERING EXPRESS HAS NOT VISITED THIS ]OBSITE. INFORMATION CONTAINED HEREIN IS BASED CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL Q 1E CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. (n s 10 12 q 3 c� , THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL c COPYROffgNGpERNO SPESS 00-NBL-0002 FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED SEALED m �► rtl SCALE: I 01 PAGE DFSCRIMON: WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED 73 - AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE us 0 Q Q TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO pQ e DRAWING, IT IS THE Lu W THE HOST STRUCTURE. Z N W N in ALUMINUM og� N F. ^ MATERIAL: 6061 T6 ALUMINUM d 0 0'"+ ALL WELDS ARE MIN. 1/4" FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST Z °' tu CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS. z0 a THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO a PREVENT ELECTROLYSIS. p x Z FASTENERS: ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED Q GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED g` 3 I 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 `J EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT' DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. @ EPA a 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 WELDS TO BE COVERED WITH ALUMINUM PAINT. ENGINEERING EXPRESS HAS NOT VISITED THIS ]OBSITE. INFORMATION CONTAINED HEREIN IS BASED 1E ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND s 10 12 q 3 c� , 0 m . l 0 FABRICATION AND INSTALLATION OF MATERIALS. COPYROffgNGpERNO SPESS 00-NBL-0002 ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL SCALE: I 01 PAGE DFSCRIMON: COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 73 - of PLAN VIEW I I iA SCALE 1/2" = 1''0" T DEEM OOAaTAL SECTION UVAL NPT i Dft� SECTION A SCALE 1/2" = V-0" (2) 1/2" DIAM. WEDGE ANCHORS, 3" MIN. EMBED. INTO fc = 4,000 PSI CONCRETE, CENTERED J (2) 1/2" DIAM. LAG BOLTS, 4" MIN. PENETRATION, CENTERE b CONCRETE PILES BY OTHERS WOOD PILES BY OTHERS 2.5lb CCA TREATED WOOD PILE CONCRETE PILE PILE MOUNTING DETAIL SCALE 3/a" = V-0" 3/8" 3- t t --t /-00.50 -T a N 9 e -i N Ln O 11/2' '—T• MOUNTING BRACKET DETAIL SCALE 1" = V-0" 9i'?� VA F Al m 6tm.Y WRH RAMM BMM VAI ED LL oz �® tD N of W a Q U) *� m f AWN W-j..o LL �M U a ZW Oar W i`.: X >u i-* W W 'Zz Q (� cco W O JW NQ W Nce� 3 olue W •• to TqQ E o u^i rn M O�LL co Lu W � co a LV 0, %n z o o p a � t z 00-NBL-0002 Wue: 101 %GE DESCV4MONe OF I r PERMIT #0 MIAMI SHORES VILLAGE APPROVED BY DATE ZONING STRUCTURAL A14 YZ PLUMBING MECKARCAL �- BLC,G. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS �� 4