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WSW-17-2495Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address term Parcel Number lSSue Di t Permit NO. WSW-10-17-2495 Permit Type: Retaining Waiis/Seawaiis Work Classification: Seawall Permit Status: APPROVED :11/28/2017 Expiration: 05/27/2018 Applicant 1310 NE 101 Street Miami Shores, FL 1132050230010 Block: Lot: Owner Information Address Phone RICARDO/ ISABELLE ROMAN CeII RICARDO/ ISABELLE ROMAN 1310 NE 101 ST MIAMI SHORES FL 33138-2611 Contractor(s) Phone CeII Phone SOUTHERN MARINE CONSTRUCTION 305-861-2764 (305)613-6377 (305)757-5446 (305)467-5129 Valuation: Total Sq Feet: $ 42,000.00 350 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: INSTALL PILES AND NEW SEAWALL CAP Length: Bond Return : Scanning: 3 Height: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $25.20 $18.90 $12.60 $8.40 $1,260.00 $120.00 $9.00 $33.60 $1,487.70 Pay Date Invoice # 10/19/2017 11/28/2017 Pay Type Amt Paid Amt Due WSW-10-17-65405 Check #: 38323 $ 50.00 $ 1,437.70 Check#: 38437 $ 1,437.70 $ 0.00 Available Inspections: Inspection Type: Final Review Planning Review Building Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perf.rm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, st. -• ents or s..-cifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b ei er mysel✓ y agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHA CAL, WINDO S, rOORS, :¢OFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fo -going infor construction and zoning. Futhermore, I authoriz- the abov and that all work will be done in compliance with all applicable laws regulating or to do the work stated. Authorized Signature: Owner / Applica/ Contr=ctor / Agent November 28, 2017 Date Building Department Co November 28, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 R C IVEb OCT 19 FBC 20 )4{5 Master Permit No. N Ste► (-1 2LICIS Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0 RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: © N 1 0 15 S/ Pe_ City: Miami Shores County: Folio/Parcel#: 11 3 (ADS Oo13 001 0 Occupancy Type:15 ids -tJ: Miami Dade Zip: 33I3. Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Dr _4.icarccc, CL)1.1-1 Address: ) 3 1 L) 1\(E 10 (5 4- 34(ee •f- City: 1- 1 i arm S h 0 re5 Tenant/Lessee Name: Email: j\ / BFE: NO FFE: Phone#: 3Q c, ' rJ 13 State: T ) Zip: 331 Phone#: CONTRACTOR: Company Name: (OO-KQ V kct ri tie Address: j)• O • () l Lt l 9 L/ City: I I(kfl) i aC h State: F L— Qualifier Name: no bey-4- )-< COns-i-ruc louL_Phone#: 5-g(D1—of-7Q,Li" zip:331 `t I Phone#: - 5 O(si H. -7(n (-) State Certification or Registration #: Certificate of Competency #: E NO 7 DESIGNER: ArchitedEngineer) Address: A g(9,o 3W c e S he i r)2 n (c1 RE). (?ve City: Om) Om► 00 Value of Work for this Permit: $ 1 d I / OOO 1 Square/Linea Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work' 15 TA_ (1 (I() ha ,-- (-)( La-9, - /Le uJ �i )'JJZC' p lrace vQ & --" k �5--i rc1 JJ Oct_ 4 h na.'f‘ i'i r ioo51y - A_ ( �rrni��� by ��KM � M.5 � U�i14�lL.- Phone— 9g(o State: FL Zip: .331'S(o rk� 65O 37, /--% in Repair/Replace Specify color of color thru tile:qt, Submittal Feel 53 _ Permit Fee $g.19-4^"" CCF $ '- .., :.�, 6 -,CO/CC)"" -4''' ScanningFee ' + «-y ''4 Radon Fee TT�� '9 /l $ - M $ !% �Ov DBPR $ � � • l 6 Notary $ `� Technology Fee'$ 53 COTraining/Education Fee $ v • 40 Double Fee $ 17, 23 Structural Reviews $ l• T) ❑ Demolition tun C`ce `O I l arrieN.-A.-taco +ivy, 459 Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ I `t...) // i - 4t } ,.. 4 �� a• Bonding Company's Name (if applicable) J v Bonding Company's Address / / 141" City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (/_OWNER or AGENT The foregoing instrument was acknowledged before me this day of—r— , by /GQ rjO �J (mix_ On2Qx , o is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: .--ti Sign: _—J Signature / rl�f CONTRACTOR The foregoing instrument was`�acknowledged before me this R day of 0 6iT , 20 / f , by Tl 02 0P r't^ (7.,GI CoLvI2o is personally knowwir to me or who has produced as Print: Seal: /110 DOLLYE TOMLINSON �► Notary Public •Slate of Florida Commission # GG 010196 •'Pkop „,.'h My Comm. Ex Tres Nov 3, 2020 tt#tittittttttt tttt t 01) ** identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: tt tt t t ti t t t t t tt ti APPROVED BY Plans Examiner ihtlatt- Structural Review t ° n'l,L i N S o Notary puE OMLINSON ;o � �'- My o�misscbl iori * State oI(�Fio da ell V*320 ********** Zoning Clerk (Revised02/24/2014) Page 1 of 1 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-023-0010 Property Address: 1310 NE 101 ST Miami Shores, FL 33138-2611 Owner RICARDO J ROMAN &W ISABELLE A Mailing Address 1310 NE 101 ST MIAMI SHORES, FL 33138-2611 PA Primary Zone 1600 SGL FAMILY - 3501-4000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,904 Sq.Ft Lot Size 14,305.06 Sq.Ft Year Built 1953 Assessment Information Year 2017 2016 2015 Land Value $1,823,026 $1,823,026 $1,687,987 Building Value $341,679 $344,777 $347,873 XF Value $27,547 $27,905 $18,328 Market Value $2,192,252 $2,195,708 $2,054,188 Assessed Value $633,275 $620,250 $615,939 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $1,558,977 $1,575,458 $1,438,249 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description M SHORES BAY PK ESTS PB 55-83 LOT 1 BLK 1 LOT SIZE 92.890 X 154 OR 15117-2849 0691 1 Generated On : 10/19/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $583,275 $570,250 $565,939 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $608,275 $595,250 $590,939 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $583,275 $570,250 $565,939 Regional Exemption Value $50,000 $50,000F $50,000 {' Taxable Value i $583,275 $570,250 $565,939 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 06/01/1991 $300,000 15117- 2849 Sales which are qualified 01/01/1991 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/19/2017 CT B Construction Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY E1907 SOUTHERN MARINE CONSTR. INC D.B.A.: RO5S1( OBERT A Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL O9/30/2019 QUALIFYING TRADE(S) 0005 SEAWALUSM DOCK MIAM Jaime D. Gascon, P.E. Secretary of the Board Kama -Dade Coady retains 017518 Municipal Contractor's Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 1195247 BUSINESS NAME/LOCATION RECEIPT NO. SOUTHERN MARINE CONSTRUCTION INC NEW 6875 NE 3 AVE 7517459 MIAMI FL 33138 MC EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS _PAYMENT RECEIVED SOUTHERN MARINE CONSTR INC MMC SPECIALTY ENGINEERING CONTRAC imkiTAX COLLECTOR C/O ROBERT ROSSI, PRESIDENT E1907 $175.00 09/25/2017 Category(s) 1 CHECK21-17-092470 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles —Miami—Dade Code Sec 8a=276. For more information, visit www.miamidade,gov/taxcollector 001541 Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 1195247 BUSINESS NAME/LOCATION RECEIPT NO. SOUTHERN MARINE CONSTRUCTION INC RENEWAL 6875 NE 3 AVE 1195247 MIAMI FL 33138 OWNER SOUTHERN MARINE CONSTR INC C/O ROBERT ROSSI, PRESIDENT Worker(s) 10 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY ENGINEERING CONTRACT BY TAX COLLECTOR f1907 $45.00 09/25/2017 CHECK21-17-092470 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. For more information, visit www.miamidade.aovttaxcollector Accriz �i�lJ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) / 1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER PAUL LYNCH & ASSOCIATES INC 701 N Federal Hwy, Suite 401 Stuart, FL 34994 CONTACT Paul Lynch PHfe.(OINE Fxt1• (772) 232-9371 I ac No1;(/ /2) 232 93 %J ADDRE(MAIL ss: sue@ insuremarine .cam INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: United State Fire Insurance Co. INSURED Southern Marine Construction, Inc. • P.O. Box 414194 Miami Beach, FL 33141 305-861-2764 INSURERB: PMA Insurance Group INSURER C:,.- — INSURER D: INSURER E. INSURER F: COVERAGES TIFICATE NUMBER: • ` THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R MXP TYPE OF INSURANCE NBD butte WVD • POLICY NUMBER (i_ MM/DDNYYY) YYY1 LIMITS A ;' COMMERCIAL GENERAL LIABILITY 830-102380-2 10/22/1610/22/17 �(MM/DD/YY �� EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE- OCCUR PREMISES (Ea oaurrence) S 50,000 ' $ 5,000 ;A. PLI (Ex --cargo; IncJud9. MEDEXP (Any one person) Crew/Jones Act (1) ) PERSONAL &ADV INJURY $ 1,000,000 $ 2,000,000 ''GGEEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PER PEC LOC GENERAL AGGREGATE PRODUCTS PRODUCTS - COMP/OP AGG 0 0 , 0 0 0 $ 1 C. $ AUTOMOBILE _ LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS _� SCHEDULED AUTOS NON -OWNED AUTOS _ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ —• UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED u RETENT ON$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITYR ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS belwr N/A 0860445Y 02/18/17 02/18/18 ``" I PER I I OE E.L. EACH ACCIDENT $ 1, 000 r 000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 DISEASE - POLICY LIMIT 1 000 000 $_.r r C USL&H - ALMA01707-01 02/18/1702/18/18 .L-. Limit : $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attachedif more space is required) Marine Contractor. Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida I 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25 (2013/04) The ACORD name and logo are registered marks of ACORD 5t10RF,s� tatni OHO �t v►�e3 \ M. c ccqe ilOPtio DAVID A. DACQUISTO, AICP DEVELOPMENT ORDER 10050 :v ESECOND AVE. MIA Mt ` I IORE S F 1..ORIDA :, S t ;t-2 382 Telephone: (305) 95-2'207 Rix: (305) 756- s9)72 File Number: PZ-8-17-201735 Property Address: 1310 NE 1015` Street Property Owner/Applicant: Dr. Ricardo Roman Address: 1310 NE 101' Street Agent: Robert Rossi Address: P.O. Box 414194, Miami Beach, FL 33141 Whereas, the applicant Dr. Ricardo Roman (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. Dock and boatlift. Whereas. a public hearing was held on September 28, 2017 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: 1) Approval is granted to construct an 8 ft. wide dock 35 ft. into the bay. and a 13,000 LB. boat lift. Page 1 of 2 2) Applicant to 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. 3) Applicant to comply with all requirements of FEMA. the NFIP and the Florida Building Code for construction in the VE l l special flood hazard area. 4) Applicant to add not less than (2 solar lights) on the piles at the end of the dock, four (4) solar lights on the four (4) 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. The application with conditions was passed and adopted this 28th day of September. 2017 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations by Ms. Irene Hegedus, seconded by Mr. John Busta and the vote passed 4-0. Mr. Snow Yes Mr. Busta Yes Ms. Hegedus Yes Chairman Fernandez Yes Date rd M. Fernandez airman. Planning : •ard Page 2 of 2 Robert Rossi SOUTHERN MARINE CONSTRUCTION, INC. www.southernmarineconstruction.net Email: rrossi2@bellsouth.net "Licensed & Insured Marine Contractors" • Environmental Planning & Permits • Custom Docks: Pressure Treated • Ipe & Composite Dock Repair: Wood • Concrete • Seawalls: New Construction • Repairs ( All Types) • Foundation Pilings: Wood • Concrete (All Types) • Neptune Boatlifts (Authorized Dealer) Marine Elevators • Cradle Lifts - Personal Watercraft Lifts (Capacities from 650 to 120,000 lbs.) • Hurricane Response Dade: (305) 861-2764 • CeII: (305) 613-6377 Fax: (305) 865-4848 Southern Marine Construction, Inc. Over 35 Years of Experience We Strive For Your Greatest Compliment A Referral To Family & Friends Competitive Bids • Residential & Commercial Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by SOUTHERN MARINE CORP to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1310 NE. 101ST ST project on the below listed structure as of 12 OCT 2017 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: — Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for — Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted — Soil Compaction Precast Attachments • • • • • • •. . •••. • • •. • • 0 0 • Roofing Applications, Lt. Weight. Insul. Conc. • 0 Other CONCRETE BATTER PILES AND CAP (FBC 1805.12, 1822.1.20) • • • • • . ..•• Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* • • I JOSEPH 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 assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Cod • and are in substantial accordance with the approval plans. Engineer/Architect Name JOSEPH N. SHEINGOLD Y.E. Signe iQ11©° aled Print Date: 2017 Address 12420 S.W. 75 AVE MIAMI, FL 33156 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS • N, NATIONAL SOCIETY OF f . 72. S4eeeveda%, E. CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established '1976 f31 C:7C) Gt-l• PROFESSIONAL ENGINEERS FLORIDA ENGINEERING SOCIETY 1-49'-'1' psi <-06-e 4( •••• • .• .... 4.? 27 0 44.X 47/ ri<2e ) • • Jt g„v(64 -ex \y 1 ' IA-)Le,G.G 4✓ t)1� ' .:. • • • �_ • • . • • •• • ••• • • • •• u(s X )1/ ,, 4-1 :.-----tl.63,0j4i6/ 14,/u," (464'3 -1-- )V( 3 1.-0 - , 27 ° () a49:2 1t4s€V<e. • • • • • AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS fia 7Z. s ic. �?�. CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 <s‹ v ' 41.- 4 • 1, '.4=) ( ' i v/t5-cbp /i-ti N"7. . , /, ro 6 \ 79 .,- 116 O /S'jlav hzece-e 3 le 4:e-4z. ),...(c) ( --'41.e.*4> 2,2v A.&) <q) NATIONAL SOCIETY OF PROFESSIONAL ENGINEER: FLORIDA ENGINEERING SOCIETY .... . • • • • (l .,••• • • . • • • • • .• • • • •• • • •• • • •• • • • •••• • • ••• • • • ,•• .• • • • • • : • • • • • AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS p. .54eeptfotd, CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 NATIONAL SOCIETY OF PROFESSIONAL ENGINEER; FLORIDA ENGINEERING SOCIETY AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS f. 544tefild, CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS FLORIDA ENGINEERING SOCIETY ,'"] tom. 2 • • • • • •• • • .•••• • • ▪ • • ,,•••t ••••• • • '7`) K • • • • • • • • • •• • • • .••• •••s • • • • • • • • • • •• • • • • • • • rclyt 140 J .:afe3 75/4,4 • Nis GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2014, 5th 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, (ALL LOAD SUPPORT MEMBERS TO BE NON —DENSE SELECT STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS AND 61.1 2013 SUPPLEMENT. 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: 501bs/FT2 OF LIVE LOADS, 6.51bs/F72 OF DEAD LOADS PROPOSED SEAWALL REPAIR, DOCK AND BOATLIFT REPLACEMENT FOR: RICARDO ROMAN 1310 NE 101st STREET MIAMI SHORES, FLORI CONSULTING EN J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 "-" ' m — "Day School "NE 107th St ,- =1 07th St � — � n 1 E.tbSthSt � _��8� RECEIVEDD t :leard St_ // m 1 Miami Shores . / ' . '� OCT 19 2017 ,,, a +1 yi Country Club/ , ' Z Zw / s'4a a= i m m— 1 =:a t . NE 99th Si - r 4. "::, F .NE 98thSt 0`'. • iir I—� - 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. - ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED. �.�- ,,o1 DERM Coastal Section PRELIMINARY APPROVAL Na Date 7�C Vka\J-L, 1 hoer �cc c. l— ce LA) GiAli PAtalSci (Zen RSA,— v n Pc f ‘0 � EXISTING SEAWALL AND SEAWALL CAP TO REMAIN EXISTING 9" RETAINING WALL TO BE REMOVED PROPERTY LINE OPENING BISCAYNE BAY RECEIVED NOV 2 2 2017 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 96.35' 8'-2" EXISTING CONDITIONS AND DEMOLITION PLAN N3/32" = 11-0" 1 3'-0" UNAUTHORIZED BOATLIFT TO BE REMOVED EXISTING_ WOOD€ DOCK, (2) CONCRETE- PIA CAPS AND (6) CONCRETE 'PILES TO BE REMOVED, TYP. 31 '-0" iRiE _..iv>�`, ±•J if*.6 FIESO4J,`5 C,C ? NE 97th �' NE 97th St - / ..� . w 1 _NE 9MT NE 94th 3t . � y� � r � m Q ?� ,_ ; � c � -cG NE94thSi' �/� > al �z y NE92ndSt co..) z m/ ,ic ,......_ <' // ; 1'. Z ivy NE 90th St `� e--► N NE 90th St NE 9161 Terrac"P NE 916151 NE 90th St NE 89t St LOCATION MAP VICINITY MAP f105ths1 • • • • • •• • EIVED OCT 1 1 2017 DER ri Coastal Resources -Section Natural Resources Regulation & Restoration Division (NRRRD) LOT LOCATION •.•• •• • • • • •- • • • • r• • •a • ••0,• • 1111 • • • N.T.S. Southern Marine ,,, • <, Construction, Inc. • • • • •' • - Custom Docks • • • • • • - Seawalls • • • • • • - Boatlffters •• • • •••• -Pile Driving - Environmental Planning & Permits 305-861-2764 (o) www.southemmarineconstrucdon.net 305-865-4848 (f) SEAWALL REPAIR, DOCK Mb BOATLIFT REPLACEMENT OWNER: • • • • RICARDO ROMAN • • 1310 NE 101 st Street • • • • Miami Shores, Florida NSULTING ENGINEERS J.N SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-1 1 OF 4 1 HP MOTOR, TYP. MOTOR CONTROL CABLE GFI PROTECTION AS PER NEC 110, 215, 240 & 310.16.4 CONNECT TO EXISTING HOUSE PANEL 30 AMP DISCONNECT MEANS NEW 12" 0 CCA WOOD PILE, TYP. NEPTUNE 2 MOTOR BOAT LIFT LIQUID TIGHT CONNECTORS, TYPICAL 4" CARFLEX W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE REMOTE BOX 4" PVC W/ BLACK, RED, ORANGE, GREEN & YELLOW MOTOR CONTROL CABLE o^ - ALL WORK TO BE PEFORMED SHALL BE AS PER 2010 FBC 107.2.1.3 NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. w z w 0_ 0 0_ L 0 z 0 0 w 0 a_ r', 3 —0 ' 9'-0" TYPof (11) N BATT 12"X12" CONCRETE PILES, TYP. E OF EXISTING SEAWALL BELOW A 58.85' BISCAYNE BAY NEW 1" 54" AZEK FASCIA ALL AROUND SOLAR LIGHTS ON OUTSIDE PILES AS ILLUSTRATED, TYP. NEW 1 "X5" AZEK COMPOSITE DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION NEW 3"X12" BEAM W/ 2 4" H.D.G. THRU—BOLTS AT EACH PILE CONNECTION, TYP. NEW 3"X8" JOISTS @ 15" 0.C. W/ 1"X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. (10) NEW 12" CCA DOCK AND LIFT PILES, TYP. NEW CONCRETE CAP NEW RETAINING WALL OVER NEW CAP O) RECEIVED NOV 2 2 2017 DERM Goesta u s Section Natural Resourceseuulation & Restoration RRRD) " 8'-0" J� 4'-3,, 12'-6" 6" // 11 NEW 13,000 LB NEPTUNE BOATLIFT N z 0 \ w 0 0 x 16'-0" s 31'-0" /3.35' w z J PROJECTION OF PROPERTY PROPOSED SEAWALL REPAIR, DOCK AND BOATLIFT REPLACEMENT PLAN 1/8" = 1'-0" Southern Marine Construction, Inc. - Custom Docks - Seawalls - Boatlifters - Pile Driving - Environmental Planning & Permits 305-861-2764 (o) www.southernmarineconstruction.net 305-865-4848 (f) SEAWALL REPAIR, DOCK AND BOATLIFT REPLACEMENT OWNER: RICARDO ROMAN 1310 NE 101 st Street Miami Shores, Florida CONSULTING ENGINEERS J.N. SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-2 20F4 co - #5 BARS © 10" 0.C. (2) CONTINUOUS #4 BARS, TYP. #5 DOWEL ©16" 0.C. SET IN EPDXY B L 8" / / - 0" �B MIN. 3" CONCRETE COVERAGE FOR STEEL REINFORCEMENT NEW CONCRETE SEAWALL CAP EL. +8.40' NGVD T.O. NEW SEAWALL (8) #5 BARS. (4)T & (4)B CONTINUOUS, TYP. AL EL. +6.65' NGVD T.O. NEW WALL CAP tip EL. +5.15' NGVD T.O. EXIST.SEAWALL #3 CLOSED HOOPS ©12" 0.C. HOOPS SPACED © 6" 0.C. AT EACH PILE EL. +1.75' NGVD MHW #6 DOWELS SET IN EPDXY (12" EMBEDMENT INTO PILE) (11) NEW 12"X12" CONC. BATTER PILES EL. -0.75' NGVD MLW RECEIVED NOV 2 2 2017 DERM Coastal Resources Section Natural Resources Regulation & Restoration 1 - 5 " Division (NRRRD) f I I I I I I I I I j EXISTING CONCRETE RETAINING WALL TO BE REMOVED AL EL. +5.15' NGVD T.O. EXIST.CONC.CAP EXISTING CONCRETE SEAWALL AND CAP TO REMAIN AI EL. +1.75' NGVD MHW dhip EL. -0.75' NGVD MLW 0 N EXISTING SEAWALL SECTION 1/4" = 1'-0" 12"X12" BATTER PILE BEYOND 1'-0"\ 1'-0" )r ,,,,,, ir \ SECTION AA SECTION BB 1/2" = 1'-0" 1/2" = 1'-0" #3 STIRRUP HOOP, TYPICAL SEAWALL BELOW #5 BAR CONTINUOUS, TYPICAL 1 zh ?!AMM E lidattaL Southern Marine Construction, Inc. ___IiiitiiZie___ - Custom Docks - Seawalls - Boatlifters - Pile Driving - Environmental Planning & Permits 305-861-2764 (o)' www.southemmarineconstruction.net 305-865-4848 (t) SEAWALL REPAIR, DOCK AND BOATLIFT REPLACEMENT OWNER: RICARDO ROMAN 1310 NE 101 st Street Miami Shores, Florida CONSULTING ENGINEERS J.N. SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-3 30F4 3'-0" 1'-11" RECEIVED Nov 2 2 2017 DERM Coastal Resources Section Natural Resources Regulation & Restoration 9'-6" 9'-6" 11'-6" Division(NRRRD) j� XI XI NEW RETAINING WALL BEYOND NEW CONCRETE CAP NEW 1 "X54" AZEK COMPOSITE DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION I X I ><I>C1x1xIXl 3"X8" JOIST © 15" 0.C. Ix ixixixXix 1"X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. 3"X12" PILING BEAM, TYP. (2) i" H.D.G. THRU—BOLTS W/ NUT & WASHER AT EACH END, TYP. 3"X8" LEDGER W/ 8" S.S. CONCRETE ANCHOR BOLTS © 18" 0.C. (7" INTO CONCRETE) NEW BATTER PILE r r <ix xI� S4 'x'x n Xuf S4 SECTION CC 1/2" = 1'-0" Ekk COPPER CAP, TYP. NEW 1"X2" P.T. PILE TRIM NIGHT TIME REFLECTORS ON ALL PILES NEW 1 "X54" AZEK FASCIA ALL AROUND /AkkEL. +5.15' NGVD T.O. NEW DOCK --�T"-': 4"X6" ALUMINUM ANGLE W/(2) i" SS LAGS AT SINGLE BEAM CONNECTIONS, TYP. PROVIDE ROOFING FELT MATERIAL BETWEEN ALUMINUM AND WOOD PILE Apip EL. +1.75' NGVD MHW (10) NEW 12" CCA DOCK AND LIFT PILES, TYP. ADEEL. —0.75' NGVD MLW r=TE _ i j' ? r /.� Southern Marine Construction, Inc. - Custom Docks - Seawalls - Boatlifters - Pile Driving 305-861-2764 0 - Environmental Planning & Permits ( ) www.southemmarineconstruction.net 305-865-4848 (f) SEAWALL REPAIR, DOCK AND BOATLIFT REPLACEMENT OWNER: RICARDO ROMAN 1310 NE 101 st Street Miami Shores, Florida CONSULTING ENGINEERS J.N. SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-4 4 OF 4 REG EIVED A E H 1 B i 311111111IIIIIilllll11 : I IIIIIIIIIIIIIIIIIIIIIIII I s- 1 Equal Equal 2 8 4 '!I1111111111111hh11111111 II „Ihhhlhhllhlhhlhll„ A B Plan View Scale: 3/8" = 1'=0" LPN NOV 2 2 2017 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) General Notes: • Design in accordance with Florida Building Code, 5th Edition (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. • Do not scale drawings for dimensions. • Licensed Contractor to verify location of existing utilities prior to commencing work. • The Licensed contractor to install and remove all shoring and bracing as rewired for the; proper installation of the work. • • • ••• • •••• • Licensed Contractor to obtain all permits as necessary from all Local, State, ,qj►� federal • .„..• agencies. • • Aluminum: Material 6061 T6 Aluminum, all welds are min. 4" full fillet weld u jig' •6e5p6 fillq p�Qy all welding must conform to AISC steel construction manual 13th ED as inspected 'and ve►tfied by others. The contractor is responsible to insulate aluminum members from ilfsVrttlar metaleto. prevent electrolysis. • Aluminum members in contact with concrete and wood shall be protected by:'vopp®rs Bituminous Paint" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30 nyn) min: •tt7tal• 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 Hilti Kwik Bolt 11 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. •••. •..l • • • • • • •••� ••.. • DATE NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEERS SIGNATURE AND RAISED EMBOSSED SE L MARK E. WEBER, P.E. LICENSE #53895 I CA 30702 MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 I Ofc: 954-617-8143 WWW. MwEngineering.net Proposed 4 - Post Boat Lifts 4,500 Ib to 24,000 Ib NEPTUNE BOAT LIFTS 280 SW 6th Street Fort Lauderdale, Florida 33303 Phone: 954-524-3616 Fax: 954-524-3604 SCALE: 32 DATE: 05.12.2015 DRAWN BY: WRT CHECKED BY: WM JOB No: Elevator 32.dwg Sheet 1 EN Equal Equal I 1111111111111111 1, 2, or 3 Part Line Per Component List 4 Wood Pile or Concrete Pile Typical Cross Section A —A Scale: 3/8" = 1'=0" 1pN 2016 Dimensions Lift Capacity) Poun (In Pounds) 4,500 7,000 10,000 13,000 16,000 20,000 24,000 Dimension Mark 1 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 15' 2 4' 4' 4' 4' 4' 4' 4' 3 12' 12' 12'-6" 12'-6" 14' 14' 16' 4 12' 12' 12' 12' 12' 14' 18' Recommended 10" 10" 10" 10" 10" 12" 12" Pile Diameter (2) i"0 Wedge Anchors Into Concrete Piles 4" Minimum Embedment 0.50"0 12" 5 in (2) "0 Lag Bolts Into Wood Piles 4" Minimum Embedment Center Line of Pile (Typical) 5" Mounting Bracket Detail RECEIVED NOV 2 2 2017 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) • • • • • •• • • •• • • •• •• • • • •• • • • • • •• • • • ••••: • • •• • • •• • • • •••• •• • • ••• • • • •• •••l •• • • • • •.•l • • • •••l • • .. I • • • • • •••, •• • • • NOIEVREVISIONS NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEERS SIGNATURE AND RAISED EMBOSSED S �x. MARK E. WEBER, P.E. LICENSE #53895 I CA 30702 MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 I Ofc: 954-617-8143 WVVW.MwEngineering.net Proposed 4 - Post Boat Lifts 4,500 Ib to 24,000 Ib NEPTUNE BOAT LIFTS 280 SW 6th Street Fort Lauderdale, Florida 33303 Phone: 954-524-3616 Fax: 954-524-3604 SCALE: 32 DATE: 05.12.2015 DRAWN BY: wRT CHECKED BY: INN JOB No: Elevator 32.dwg Sheet 2 • Center Line 1.1 / ,J vc 0 0 - Equal - Wood Pile or Concrete Pile Center Line —\ J Equal 0 0 0 Center Line A Typical Cross Section B—B Scale: 3/8" = 1 '=0" A B C D E F G H J K L M RECEIVED Nov 2 2 2017 DERM Coastal Resources Section ra! Resources Regulation & Restoration Components 0,vSvon (1v„RKU) Lift Capacity (In Pounds) 4,500 7,000 10,000 13,000 16,000 20,000 24,000 Bunk 3''x8" Pressure Treated Southern Yellow Pine #1 3"x10" Pressure Treated Southern Yellow Pine #1 3"x12" PT SYP #1 Bunk Bracket Support i"x2"x2" • Lifter Beam AA 1 6"x4.7 AA 18"x6.3 AA 1 8"x7.0 AA 1 10"x10.3 • • RA 012"x14.3• IP • Sheave Pulley Plate 4"x4"x5" Angle • • Cable Size (Stainless Steel) jy" Diameter 7x19 SS 304 (1 Part) "Diameter 7x19 SS 304 (2 Part) •_•• • " Diamet�j 141.915S 304: (3P a % • • Piling Mounting Bracket "x3"x12" Flat Bar • • • • • • • Carrier Beam End Plate "x5" Flat Bar i"x6" Flat Bar +"x7" Flat Bar • • • "x54; Flat 5ar : e • • • Drive Shaft Bearing Block 2"x3" Flat Bar •• • •1 Drive Shaft 1-1/2" Nominal Diameter Schedule 80 Galvanized Pipe Top Carrier Assembly 2 C-Channels Per Assembly AA CS 5"x2.2 AA CS 6"x2.8 AA CS 7"x3.2 AA CS 8"x4.3 AA CS 8"x5.6 Motor Size (Horse PowerNoltage) Top'Carrier Connector i'x3"x12" Flat Bar ' Guide Post Socket 2" Nominal Diameter Schedule 80 Aluminum Pipe • ••. .•• • ••• • • •••• • • ••• • • • • • • • • • • • • •••e .•.. • • •••• • •••. .••111 • ••l • ••• • DATE NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEA MARK E. WEBER, P.E. LICENSE #53895 I CA 30702 MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 I Ofc: 954-617-8143 VWVW. MwEngineering.net Proposed 4 - Post Boat Lifts 4,500 Ib to 24,000 Ib NEPTUNE BOAT LIFTS 280 SW 6th Street Fort Lauderdale, Florida 33303 Phone: 954-524-3616 Fax: 954-524-3604 SCALE: 32 DATA 05.12.2015 DRAWN BY: WRT CHECKED BY: WM JOB No: Elevator 32.dwg Sheet 3