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DOCK-18-1672r gra.-` 4If r k S yNORES LI Y c FLOIN Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit neo. DOCK -6-18-1672 Permit Type: Dock en I Work Classification: New Permit Status: APPROVED Parcel Number issue Date: 8123/2018 1 Expiration: 02/19/2019 Applicant 1481 NE 104 Street 1122320320090 Miami Shores, FL 33138-2663 Block: Lot: JAMES & MAR BREEN JAMES & MAR BREEN 1481 NE 104 Street MIAMI SHORES FL 33138- 1481 NE 104 Street MIAMI SHORES FL 33138 - contractors) Phone SOUTHERN MARINE CONSTRUCTION 305-861-2764 Type of Dock: INSTALLATION OF 17 BATTER Ph Additional Info: INSTALLATION OF 17 BATTER P Bond Return : Residential nning: 3 Cell 786)617-3500 Cell Phone $ 70,000.00Valuation: 305)613-6377 w- ------ Total Sq Feet: 500 I Ilap w Available Inspections! Fees Due Amount CCF 42.00 DBPR Fee 31.50 DCA Fee 21.00 Education Surcharge 14.00 Notary Fee 5.00 P&Z Review Fee 35.00 Permit Fee 2,100.00 Plan Review Fee (Engineer) 90.00 Scanning Fee 9.00 Technology Fee 56.00 Total: 2,403.50 In consideration of the issuance to pertaining thereto and in strict confo accepting this per -I assume re R required for EL TRICAL, PLUMSIr OWNERS AFFAVIT: I c ify construction and .n r Pte' Authorize ignature: 6t all ore, I i Pay Date Pay Type Amt Paid Amt Due Invoice # DOCK -6-18-67969 08/23/2018 Check #: 659 $ 2,353.50 $ 50.00 06/18/2018 Check #: 39064 $ 50.00 $ 0.00 Inspection Type: Final PE Certification PE Letter of Intent Final Framing in Progress Review Building Review Planning Review Electrical Review Electrical Review Structural is permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations the ns, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In f I work done by either myself, my agent, servants, or employes. I understand that separate permits are rAVfCAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. going information is accurate and that all work will be done in compliance with all applicable laws regulating the above-named contractor to do the work stated. Applicant / Contractor / Agent BuildilDepartinent Copy August 23, 2'018 August 23, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village rF Building Department LBY: U 8'2 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1 -*' 4-' Master Permit No. )Uic Sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP 61 t r CONTRACTOR DRAWINGS JOB ADDRESS: I - l <6 I N, F ' i "1 S•-r i;' C' -k- City: Miami Shores County: Miami Dade Zip: '031118 Folio/Parcel#: ( I ,qaui 03'L OOq 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ H?_ - '3 A" CS TLer_& 1 Phone#: -7 2k, 612—Woo Address:__ IJ - r ! SIC)FS e e. -- City: 1 %PAP -n1 SHr-+S , State: fc bmicAc, Zip: Tenant/Lessee Name: Email: I CONTRACTOR: Company Name: h pw'--1 "C' 00Aj(;,}-.__K'.j4CPhone# 36S 1 cCS n ' Z7, Address: T. o, O j4 LA t -I ( q`{ City: 14 bkA -4.Ctk State: co rii(Aell Zip: 33 `I Qualifier Name: R o1-* S i Phone#:byg(' I- Z7 y State Certification or Registration #: (f p Certificate of Competency #: F ` I c1 01 t EngiDESIGNER: Architecneer --Toe- P-4 Eso ( A `y i=, Phone#:1j 70'r) K(o---7co Address: 'ZO S n A Ve u V F City: State: -FL Zip: __5 Value of Work for this Permit: $ Q 600 . dJ° Square/Linear Footage of Work: ® ' e t) CA' Type of Work: F-1Addition El Alteration New ® Repair/Replace Demolition Description of Work: L 1, 10 e: 'Pi L r_ Lyr h I So AW VCL Sl'C-i,-%0Uj G -'r— Axim AW A 100 " S ' LU 0 o d doCkT o41Cif:Y rO Vlir) Specify color of color thru rile: Submittal Fee $ SO- Co Permit Fee $2 ( CZCD CCF $ 2• co CO/CC $ Scanning Fee $ Radon Fee $ 2 p DBPR $ y (• S Notary $ LJ Technology Fee $ tSG • QO Training/Education Fee $ N • Double Fee $ Structural Reviews $CI O • CO Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ z 34:;-3 ' So Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State M WIA Zip Zi 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 commencem nt must be posted at the job site for the first inspection wh(ch occurs seven (7) days after the building permit is issued. In the s nce of such posted notice, the inspection will not be app? ved and.a reinspection fee will be charged. ;/7 Signature d S OWNER or AGENT The fegoing instrument was acknowledged before me this 7( day of (i tJ j f- _, 20/7 by JN /tiles 10111:-who personally known o me or who has produced 4 as identification and who did take an oath. j NOTARY PUBLIC: Sign: Print: V IL -L -i 4-M V. ' AL- -D1—t &AS Seal: 4071395 APPROVED BY Revised02/24/2014) The foregoilayinstrument/was acknowledged before me this 40 of To NF— 20 by srimeis persol/ n'ally known to me or who has produced .—UZ4 U_NOR- identification and who did take an oath. NOTARY Sign:_ Print: WILLIAM V SALADRIGAS Seal: r• oAY ° Notary Public State of Florida MY COMMISSION #FF088359 my C;o Alvarez c My Commission FF 156750 EXPIRES February 2, 2018 OF ° Expires 0 910 312 01 8 Fbridallota**************** Plans Examiner G Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 APPRAISER Summary Report Property Information Folio: 11-2232-032-0090 Property Address: 1481 NE 104 ST Miami Shores, FL 33138-2663 Owner JAMES BREEN MAR BREEN Mailing Address 1481 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half _ 4/3/1 Floors 2 Living Units 1 Actual Area 3,501 Sq.Ft Living Area 2,868 Sq.Ft Adjusted Area 2,826 Sq.Ft Lot Size v _ 17,850 Sq. Ft Year Built 1955 Assessment Information Year 2018: 2017 2016 Land Value 955,089 955,089 678,272 Building Value 400,586 419,922 425,058 XF Value 48,512 5,372 5,409 Market Value 1,404,187 1,380,383 1,108,739 Assessed Value 1,147,782 1,089,92 1,067,503 Benefits Information Benefit Type 2018 2017': 2016 Save Our Homes Assessment Cap Reduction 256,405 290,463 41,236 Homestead _ Exemption 25,000 25,000 25,000 Second 50,000 50,000 Taxable Value 1,097,782 1,039,920 Exemption 25,000 25,000 25,000 Homestead Taxable Value 1,097,782 1,039,920 $1,017,503 4658 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 6/18/2018 Taxable Value Information 20181 2017' ..2016 County Exemption Value 50,000 50,000 50,000 Taxable Value 1 $1,097,782 1,039,920 1,017,503 School Board Exemption Value 25,000 25,0$ 1,042,503TaxableValue1,122,782 1,064,9 1,310,000 City Exemption Value 50,000 50,000 50,000 Taxable Value 1,097,782 1,039,920 1,017,503 Regional Exemption Value$50,000 335,000 50,000 $50,000 Taxable Value 1,097,782 1,039,920 $1,017,503 Sales Information Previous OR Book - Price Qualification Description Sale Pae 29433- 12/04/2014 1,310,000 Qualby exam of deed 0185 17757 08/01/1997 335,000 Sales which are qualified 4658 01/01/1996 0 17069- Sales which are disqualified as a result 3592 of examination of the deed 14755- 10/01/1990 267,000 Sales which are qualified 1475 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 6/18/2018 ti Miami Shores Village Building Department r- latine 10050 NE 2"° Ave. Miami Shores, FL 33138 305-795-2204 i' Fax 305-758-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained to perform special inspector servic under the Florida Irl Building Code 6w Edition (2017) and Miami Dade u Administrable Code at thq/ - S7— project on the below listed structure as of g (date). I am a registered architectlprofessionai engineer licensed in the S of Forida. Process Number. ."". Special Inspector for RelnIbroed Masonry, Section 2122.4 of the FOC 6t^ Edition (2017) • r • • Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for • • • • • • Trusses >35ft. long or6ILhigh •••• ••••. Steel Framing and Connections welded or bolted • • • • • • • • Sal Compaction Precast Attachments % Roofing Applications, Lt. Weight Insul.Conc. • • • Cher Note: Only the marked boxes apply. The following individ 1(s) employee by this firm or me is authorized representative to perform inspec • 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; sz=essful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contreew I (we) will notify the Miami Shores Building Depan:. . Of any changes regarding authorized personnel performing inspection services. 1(we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores 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 B:lilding Permit, I will submit to the Building Inspector at the tithe of the final inspection the completed inspection log form and a sealed statement indicating that, -to the best of my knowledge, belief and professional judgment those portioni of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect / Name OJ. d and Sealed ___. ---- _ prtttt b/ Address AMERICAN SOCIETY . OF CIVIL ENGINEERS f 0 F&', 45 NATIONAL ACADEMY OF BUILDING INSPECTION CONSULTING ENGINEER ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established `1976 IN NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS FLORIDA ENGINEERING SOCIETY 065 i • • • • 0900 y • S may,. 2 (n ( • • • • • • • • • 4 • ee- 9 77 a ter-- i i i AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS OW WfOU, ;,)5. PROFESSIONAL ENGINEER; NATIONAL ACADEMY CONSULTING ENGINEER FLORIDA ENGINEERING OF BUILDING INSPECTION SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 0 i f - T S i 0:000• 77 0000 ..... I 0000. 000004 00000 00 W-1 I i i t II I Pud AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS 54e f4a, ;V PROFESSIONAL ENGINEER 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 i 01 0*00 r. `-moi • 01 i i il;7 JR 3 4 1 --2- Gig 10 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS n / PROFESSIONAL ENGINEERS NATIONAL ACADEMY f ' 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 f 1 11 41 I I I I I i I I i I i I I • fl• I• iI I 1 I I 1 I ! I I •••• I • f 1 ( ••) I • • fes•: • I I •/••l! I 06004 i I i 1 I- I I I . j....-.._. U1 S I I I I 1 I 1 1 I I I I % I 44•••• ••• I • i • I f • I I • • 00 I 11-7 I j I 1 1 I` 7%> 1 1 y _ V_- I I I I I 1 I 1 _3 i Nt 1 I I 1 1 11 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. PROPOSED WOOD DOCK AND SEAWALL REPAIR FOR: JAMES BREEN 1481 NE 104 STREET MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, (ALL LOAD SUPPORT MEMBERS TO BE NON—DENSE M NE c Miami Country SELECT STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS AND 61.1 2013 SUPPLEMENT. ; Day School 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 -"& o 4 175 mph WIND VELOCITY, EXPOSURE "D" „- ;a, 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. CANAL EXISTING 24" RIP—RAP FOOTER TO REMAIN - - 3) EXISTING DAVITS TO BE REMOVED, TYP. -- 4) EXISTING PILES TO BE REMOVED, TYP. r i EXISTING SEAWALL TO REMAIN / y cYi EXISTING CONCRETE PAD 1 N O O N %'--1 oma 0thUc TO BE REMOVED 0•• 00• 00.00 EXISTING FISH CLEANING / 0 • 0 • 66" TABLE TO BE REMOVED Z EXISTING BOAT HOUSE TO Q BE REMOVED r Y t L U EXISTING BOAT SLIP TO BE FILLED WITH 134 CUBIC 0 t YARDS OF CLEAN FILL occ 118'-0 14.7' 150'-0" N EXISTING CONDITIONS PLAN 1/16" = 1'-0" s g ounc , J z 3 9 p 2 N>r 9 St S, 0 6` 9 z i f OFFICE: 305 986 7002 FAX: 305 253 4455 z 660:00 0000•• T yp. NE Y" • 0000 iT j1 Northeast • • • • 7041h Street 000000 NE 3G" .,00 • 00 • 31 Q 2nd 0000.. s' S-' A RECEIVED • c m 7th St E9bth St ,SAN 2 f 2018 NE 94th St DERM C^astal RasourCICS Section r a!ureiRv un eRegula5Cn3Restorafi NE92Edi F e roY 9157 Te is t iE 4 sy:'tt NE E9t ti St RAIVE N a LOCATION MAPf ,a; -Gy r N.T.S. 0000 0000, 0 N VICINITY MAP N.T.S. o NV CDC? 00 O U M C m z C m W0 C aEy cYi o N°° 4) EM= 1 NOON %'--1 oma 0thUc 0•• 00• 00.00 0 • • • of 0 • 0 • 66" Z Q Y U O 0 occ O Q w p M W o LUn J O Q m C/)z a w O 2oo ro x o < CJ) N o W W rn n z o o CO Z O ii W 0 LLj LuZr Z Z LLI JOQ0 zr0T Cn w u CO 0C/) N0 < z "t UaNU 5 A-1 MARINE ELEVATOR 2) 1 -HP MOTORS AND GEAR BOXES PVC CONDUIT 14/4 SOOW CORD W/ (4) 10 THHN CONCUCTORS RED, BLACK, ORANGE AND GREEN ALL EXTERIOR INSTALLATIONS SHALL COMPLY WITH NEC 110.11, 110.20 AND 358.12 CONTROL BOX 240 VOLT/22 AMP GFI PROTECTION AS PER NEC 110, 215, 240 310.1 6.4 30 AMP DISCONNECT CONNECTION TO EXISTING HOUSE PANEL RER - DISI U PRELit DATE APPROVAL NEPTUNE ELEVATOR RISER DIAGRAM RECEIVED :::::: •::• N.T.S. JAN 25 2018 2) NEW 12"X12" CONCRETE DOCK AND ELEVATOR PILES, TYP. 2"X12" FASCIA BOTH ENDS NEW CO,/NCRE- SEAWALL CAP V V 11V 1 J, I I F. DERM Coastal Resources Section lahjrnl ResOUrces Reaulation & Restoratior DgMion (NRRRD) X8" LEDGER W/ J" SS HEADS © 30" O.C. If Z EXISTING BOAT S TO BE FILLED W 134 CUBIC YARD 11 CCA DOCK OF CLEAN FILL -j ----- UA FE N PROPOSED WOOD DOCK AND SEAWALL REPAIR PLAN 1/811 11-011 oc c N mcp 00 M L7 U U C C m iz c a 22.O r co C U E1 Di L w W EYC mmVJ DZ 7C N R l0 m > O O " VJ U mOr CUumaw O Z Q Y V O 0 c0 O O Q LL W Z 0 M W W -j it LuOQZcn IL cc Ww E 3: o- at) vJ N LO fr O LO W z 0) N i. LO LO O V M C h Z is w W COO W 0 T dZ LU c JOQ2 OrnfW?: 01 co 0 755 N Z '* Q W U r5o A-2 n NEW CONCRETE SEL. I I I 3'_0» is 8) #5 BARS. (4)T & (4)B SEAWALL CAP I I I I I I L mm E —' 1=D CONTINUOUS, TYP. ID Q= UUrnmaw I I I I I I 9"000 EL. +6.52' NGVD z_ co - I I I o T.O. NEW WALL CAP 3) NEW 12"X12" CONi4RE€E 00 KING PILES C O C 3 CLOSED HOOPS SEL. 0.75' NGVD 0 MLW @12" O.C. HOOPS W d 1. co EL. +5.19' NGVD SPACED @ 6" O.C. wz r T.O. EXIST.SEAWALL AT EACH PILE n VJN Lf) CC o LU 0 0) N z o 6 DOWELS SET IN EPDXY Z 60 W w luo) w= Z CL z CC23 LIJ 12" EMBEDMENT INTO PILE) 5 DOWEL @16" DnCC fl) w o w O U) C\1 U r O.C. SET IN EPDXY EL. +1.75' NGVD CO 17) NEW 12"X12" j CONCRETE BATTER PILES SECTION AA ",,....... -3'-0"* 1/211 = 1'-01' 7'-3„ 1'-0" 5 TYP. - EXISTING RIP -RAP FOOTING TO REMAIN OgL EL. -0.75' NGVD MLW 5" 2) CABLE PICK UPS, TYPICAL 7" PRECAST CONCRETE SEAWALL PANEL 5 VERTICAL BARS @ 12" O.C., TYPICAL 5 HORRIZONTAL BARS @ 12" O.C., TYPICAL BOTTOM 4) #5 HORRIZONTAL BARS @ 6" O.C., TYPICAL TYPICAL PRECAST CONCRETE SEAWALL PANEL DETAIL 1/ 211 = 1 I-011 NEW CONCRETE SEAWALL CAP C L_ 3 CLOSED HOOPS @12" O.C. HOOPS SPACED @ 6" O.C. AT EACH PILE 3'-0" (8) #5 BARS. (4)T & (4)B CONTINUOUS, TYP. EL. +6.52' NGVD T.O. NEW WALL CAP C °° r___- °_ EL. +5.19' NGVD T.O. NEW SEAWALL PANEL 6 DOWELS SET IN EPDXY 12" EMBEDMENT INTO PILE) SECTION BB ' 1/2" = 1'-0" 1'-0" TYP. SEL. I I I I I I is M H W O C I I I I I I L mm E —' 1=D O O H.i'aNCIDQ= UUrnmaw I I I I I I 9"000 BATTER PILES I I I I I I I • 1 3) NEW 12"X12" CONi4RE€E KING PILES O 2.31' NAVD 88 ca SEL. 0.75' NGVD MLW be: W d LU co N J t w 0. wz O9 Z2a'-o as a o - n VJN Lf) CC o LU 0 0) N z o MoM Z 60 W w luo) w= Z CL z CC23 LIJ JOQ9 DnCC fl) w o w O U)C\ 1 U r A-3 CO co 2) CABLE PICK UPS, TYPICAL 7" PRECAST CONCRETE SEAWALL PANEL 5 VERTICAL BARS @ 12" O.C., TYPICAL 5 HORRIZONTAL BARS @ 12" O.C., TYPICAL BOTTOM 4) #5 HORRIZONTAL BARS @ 6" O.C., TYPICAL TYPICAL PRECAST CONCRETE SEAWALL PANEL DETAIL 1/211 = 1 I-011 NEW CONCRETE SEAWALL CAP C L_ 3 CLOSED HOOPS @12" O.C. HOOPS SPACED @ 6" O.C. AT EACH PILE 3'-0" (8) #5 BARS. (4)T & (4)B CONTINUOUS, TYP. EL. +6.52' NGVD T.O. NEW WALL CAP C °° r___- °_ EL. +5.19' NGVD T.O. NEW SEAWALL PANEL 6 DOWELS SET IN EPDXY 12" EMBEDMENT INTO PILE) SECTION BB ' 1/2" = 1'-0" 1'-0" TYP. RECEIVED JAN 2 f 2018 DERM Goastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 12"X12" BATTER PILE BEYOND 1'_0" 1'_0" rR 6" 6"1 6" 6' , SECTION CC 1/ 211 = 1'-0' I ATE STR JIG -1 -URAL RE APP VED 3 STIRRUP HOOP, TYPICAL SEAWALL BELOW 5 BAR CONTINUOUS, TYPICAL URCES DIVISION APPROVAL DATE l MAI o SEL. 1.75' NGVD is M H W O C C aE L mm E —' 1=D O O H.i'aN C ID Q= UUrnmaw 17) NEW 12"X12" CO"G2€TE 9"000 BATTER PILES BEYOND I • 1 3) NEW 12"X12" CONi4RE€E KING PILES O 2.31' NAVD 88 ca SEL. 0.75' NGVD MLW be: RECEIVED JAN 2 f 2018 DERM Goastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 12"X12" BATTER PILE BEYOND 1'_0" 1'_0" rR 6" 6" 1 6" 6' , SECTION CC 1/211 = 1'-0'I ATE STR JIG -1 -URAL RE APP VED 3 STIRRUP HOOP, TYPICAL SEAWALL BELOW 5 BAR CONTINUOUS, TYPICAL URCES DIVISION APPROVAL DATE l MAI o C? CP LO n mm O U C= C is C a O CCo C aE L mm E —' 1=D O O H.i'aNCIDQ= UUrnmaw Y 9"000 Y 4694. I • 1 0 z a Y O D ca p v O a W z lu 0 W d LU coN J t w 0. wz O9 Z2a'-o as a o - n VJN Lf) CC o LU w 00 0) Nzo MoM Z 60 W w luo) w= Z CL z CC23LIJ JOQ9 DnCC fl) w o w O U)C\1 U r A-3 NEW SEAWALL CAP SECTION DD 1/211 1 1-011 5'-0" 2"X12" FASCIA @ ENDS 3"X8" LEDGER W/ 8" SS RED HEADS 30" O.C. COPPER CAP NIGHT—TIME REFLECTOR 1"X2" PILE TRIM 2"X8" STIFFENER 2"X6" P.T. TROPICAL DECKING WITH •.•. 2) 10 SS SCREWS EACH CONNECTION •• ••• kEL. +6.52' NGVD ••••• T.O. NEW DOCK •••• • v NUT & WASHER AT EACH END, TYP. 12"0 CCA PILE 3"X12" PILING BEAM W/ (2)» H.D.G. THRU—BOLTS (W/ 12" OVERLAP AT EACH PILE CONNECTION. SEE PLAN) 3"X12" PILING BEAM BEYOND r,ECElVVD JAN 21x018•: :... mon • • 1 K0S'vUiGES J • • ocrr•.'"c D U Brnn R O EL.+1.75' NGVD NEW BATTER PILE gMLW —0.75' NGVD EXISTING RIP—RAP TO REMAIN RER - NA Utgb'IROES DIVISION p R F 1 APPROVAL ATE FT—RUCTUFRAL REVIEW APPROVED DAT60101L O mC c N OD OD 0 0 07 m U U C C L c cz c O al ccmc0 L U . s W L H E U) Cmici i 0 L Em4, oo' O O o NO 0 NIU m'> 7UrwOclwU/ n* u p a 0 p o ORO w z` p m w cr co J m r- wU) IL Oa LU z2co co vJ N LO LO Cl -'o W CD Nzo i. O M z do w w 50) Z uJ=T n:zrc,, J- 0 0LOCC Cn mco c p coN< Z cvU r A-4 LI I PROPOSED LIGHTING PLAN 1/8" = V-0" sees G. Go O a w Nv t0<10 mmNNco17co CD 0 C N N C CU o a 0 2 N C U co N mmV/0 E .- N - Ero .`cam O^ 69,- >N VJ U Ur/ioiaw oG sees•• Geos Gees p Z Goes Q Y Goes U O co OQ0W o Z w p¢ w ami o 0ccNJ0 m WasZ'- zW oaZ 00 cz acWi o< o LOo W CO "LU ' rn Z oLn0 oCO z O W C) ujZr Z az Lu J O Q 0 DV) jr Z 0- C/) w -1°T° U)_ O zNg4, ZNTU 5 A-5 Center Line 8 8— R I GUIDE POLE . I F 7 C Mean High Fide. Y JO WELD E 9 6 Mean Low Tide Existing Berm Depth Varies) DATE I NOTES REVISIONS 01/07/2018 1 Changed FBC Note NJ DF 0 G 6' Max) 65'-90' 1 A L j21" Min. edment Existing Seawall To Remain Typical Section C Seawa U No 1 I Lo NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAI ED EMBOSSED SEAL ARK E. WEBER, P.E. LICENSE #53895 1 CA 30702 Scale. 3/8" = 1'=0" MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 1 Ofc: 954--617-8143 WWW.MwEngineering.net r FBI 0000 oinless steel -thr Boded rads• • . 0 6 0 4Y 150 or approved equao,-•:•. 6 6 00 0 6 06 . embedment set' epoxy00000•.. 0000 0 .00000 0000 0 000 . 066666 00 0 ... General Notes: . , . •6 Design in accordance with Florida Building Code, 6th Edition (2017). 0041,600 This lifting structure has been designed to withstand wind loads associated with speeds of 1 (tilt) = •175 4IPH, • • • 0000.. 3 Second Gust) Exposure b' without a boat on the lift per ASCE 7-10 using above g und'sign/wdll metod. ; :Be The lifting 'structure including boat has been designed to withstand wind speeds of V (ultJ = 73' MP/4 n 6 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 required for the proper installation of the work. Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. Aluminum: Material 6061 T6 Aluminum, all welds are min. 4" full fillet weld using 5556 filler alloy, all welding must conform to AISC steel construction manual 14th ED as inspected and verified by others. The contractor is responsible to insulate aluminum members from dissimilar metals to prevent electrolysis. Aluminum members in contact with concrete and wood shall be protected by "Koppers Bituminous Paint" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30 mm) min. total thickness in accordance with current Florida Building Code. , All anchors to be Hilti Brand or Approved Equal. All bolts shall be hot dipped galvanized or stainless steel & meet the requirements of ASTM A304 with hardened washers and hex nuts. Washers shall be used between wood & bolt head & between wood & nut. Where generic fasteners are labeled in details, capacities shall be equal to or greater than 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, perform n t lf o his rodtfety-4"e eri plans were engineered in accordance with accepted engineerin prow antl'r 16 the manufacturer. APPROVED DA -6/ SCN.E: 32 Proposed Elevators NEPTUNE BOAT LIFTS DAM 05.12.2015 5,000 Ib 228 SW 21 Terrace DRAWN BY: WRT to Fort Lauderdale, Florida 33312 CHECKED BY: WM 24,000 Ib Phone: 954-524-3616 J08 No: Elevator 32.dwq Fax: 954-524-3604 Sheet 1 GUIDE POLE —{ I F F Center D Line 0 G 65'-90' 8 8 R 'I7 C B I Varies See Anchor Schedule 1 10 WELD E 9 6 H 6' o 0 0 0 Mean High Tide (Max) 5 d (Cable Option)" stainless steel cable with clamps Mean Low Tide Existing Berm Depth Varies) DATE I NOTES REVISIONS 01/07/2018 Changed FBC Note 24r Min. Embedment aN NOT VALID UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND ISED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #538951 CA 30702 Existing Seawall, Dock and Dock Piles To Remain Coble Option) j"0 stainless steel eye bolt attached to existing seawall cap, min. 3"i embedment and 6" min from any concrete face Typical Section (59 Dock Scale: 3/8" = 1'=0" MW, ENGINEERING, INC 6810 NORTH STATE ROAD 7 COCONUT CREEK, FL 33073 Mob: 561-305-0476 1 Ofc: 954-617-8143 WWW.MwEngineering.-net E Proposed Elevators 5,000 Ib to 24,000 Ib ANCHOR SCHEDULE 0000 0000 •w. w4 4 0000 004.00 00 . 004 w too*** . w 000 3} j:¢L }hru bolls with ... • . Yfjl' ", thick 0,%ingm 0000. sNor'b• washers 4 • • • •' • 0000. 0000 s • • •www 0 SLOPED TRACK BEAM 3) "0 thru bolts (except for 5K elevator which required 2) "0 thru bolts only), 3 J" mini. from top of pile, 3" apart min., centered with 30"x4" thick aluminum square washers VERTICAL TRACK BEAM (See Connection Detail) 4) 3"0 thru bolts, 3 1" min. from top of pile, 3" apart min., centered with 3 x " " m intim square washers STRUCTURAL REVIEW APPROVED DATE ca+.t: 32 NEPTUNE BOAT LIFTS DATE 05.12.2015 228 SW 21 Terrace DRAWN BY. wRT Fort Lauderdale, Florida 33312 CHECKED BY. WM Phone: 954-524-3616 JOB No: Elevator 32.dwg Fax: 954-524-3604 Sheet 2 w AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF PROFESSIONAL ENGINEER FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY 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 13 February, 2019 Ref: 1481 ME 104th Street Southern Marine Construction Dock 8-18-1672 I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief, the marine construction complies with the permitted documents. I also attest to the best of my knowledge and belief, the approved permit plans represent the as -built condition of the structural and envelope components of said structure". This document is being prepared in accordance with Section 105 of the 2017 Florida Building Code, 6th Edition, and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure. Should you have any further questions or need any additional information, please do not hesitate to contact me. I° - ply: J. eingold, P.E. 21181 Miami -Dade County DERM COASTAL RESOURCES SECTION 4 PNi A16ou Class I Final Inspection Report Permit Number: CLI -2017-0406 Contractor: Southern Marine Construction, Inc. Project Name: Breen Date: February 14, 2019 Location: 1481 NE 104" St Miami Shores, FL 33138 Time: 09:00 Waterway: Biscayne Canal Inspector(s): F. Alvarez I. PERMITTED PROJECT: A. WORK & DIMENSIONS: Removal of -the existing davits, -boathouse, and dock piles. -- - - Installation of 14.7 linear feet of concrete seawall located between 17.3 and 32 linear feet from the east property line. The seawall shall be installed in line with the adjacent seawall. Filling of the existing 14.7 foot wide by 35.1 foot long (516 square foot) boat notch with 134 cubic yards of clean fill. The filling of the boat notch will occur after the installation of the new seawall. Installation of 3 king piles located between 17.3 and 32 linear feet from the east property line. Installation of 17 batter piles and 150 linear feet of concrete seawall cap spanning the length of the property. The seawall cap will measure 3 feet wide by 1.7 feet high and extend 1.7 feet waterward of the wetface of the seawall. Installation of a 5 foot wide by 100 foot long (500 square foot) marginal wood dock located between 33 and 133 linear feet from the east property line. The dock will be supported by 9 new wood piles and 2 new concrete piles. Installation of a 20,000 pound capacity elevator boatlift installed on the waterward edge of the marginal dock between 121.5 and 132.5 linear feet from the east property line and extending 10 feet waterward of the dock. The boatlift will be supported by 2 new concrete dock piles. B. REQUIRED MITIGATION: In order to mitigate for the water quality impacts associated with the seawall installation, and in order to extend the life of the seawall and provide habitat for a variety of invertebrates and protective cover for small fish, 7.4 cubic yards of riprap (approximately 10 tons) are required. Since it is not feasible to place the mitigation on-site due to site conditions, DERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund. CLI -2017-0406 1 of 5 In order to mitigate for the loss of habitat and for water quality impacts associated with filling of tidal waters, 5.2 cubic yards of riprap (approximately 7 tons) are required. Since it is not feasible to place the mitigation on-site due to site conditions, DERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of seagrass habitat located within Biscayne Bay. II. COMPLETED PROJECT: A. WORK & DIMENSIONS: All work as per final approved plans with minor deviations. B. MITIGATION STATUS: A contribution in the amount of $1,129.50 was made prior to permit issuance. III. NOTES/RECOMMENDATIONS: The authorized structures have been installed in substantial compliance with the above referenced Class I permit. Recommend closure of the file. See attached photo card and site sketch. p a ATTACHMENTS: ADD'L NOTES PHOTOS ® SITE SKETCH ® Site Sketch N NTS 20K Biscayne Canal Boatlift 99.8'Lx5'W 499 sq ft f 17.5' Uplands 1481 NE 104"' St CLI -2017-0406 2 of 5 V OWN * 01- Pl'019 1000 02/14/2019 10 Figure 4 — Underneath view of the dock from east to west CLI -2017-0406 4 of 5 Figure 5 -- View is from the east property line towards the west depicting the installed structures as well as the required 6 inch grade landward of the new seawall cap -- Figure 6 — View is towards the east property line depicting the filled area CLI -2017-0406 5 of 5