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DOCK-10-20-2494Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1450 NE 103RD ST, Miami Shores, FL 33138 1132050310040 Contacts Petra Mirova Owner Southern Marine Construction, Inc. Contractor 1450 NE 103 ST Robert Rossi PO BOX 414194, MIAMI BEACH, FL 33140 Business: 3058612764 RROSSI2@13ELLSOUTH.NET Mobile: 305-613-6377 Inspection Requests: Description: 60 X 5 DOCK EXTENSION TO EXISTING DOCK I Valuation: $ 24,700.00 305»7�=494 TotalSq Feet: 300.00 Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $11.12 DCA Fee $7.41 Education Surcharge $5.00 Permit Fee $691.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($90) $90.00 Technology Fee $18.52 Total: $935.05 Payments Date Paid Amt Paid Total Fees $935.05 Check # 285 04/08/2021 $885.05 Credit Card 10/29/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fopegoing inf//o jaboveed ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore I authong thcon actor o do the work stated. Authorized Signature: Owner / Applicant /� Contrac r / gent Date April 08, 2021 Page 2 of 2 RECEIVED Miami Shores Village 2 9 2020 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 -4 INSPECTION LINE PHONE NUMBER: (305) 762-4949 'FBC 20 ( � BUILDING Master Permit No. ►J0(111�" L'� PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 i' 5D X - s • to '5�-ree City: Miami Shores County: Miami Dade Zip: (I �x Folio/Parcel#: I I 2e ` 011 (10 &4 el Is the Building Historically Designated: Yes NO G! Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: V, OWNER: Name (Fee Simple Titleholder): Phone ,q5 p.: t It Address: i �! � � �- I C) C CC 4-- City: WIC '1 '�4 ('I rtm s. State: FLpak-Ac - Zip: .5,31 3 G Tenant/Lessee Name: H14 a Phone#: Email: C' rL 1, (ytn � v � CONTRACTOR: Company Name: 21' A3•+1nij po: lw d- .�l�C.-Phone#: lit t r Address: r.0i 0.0 City: Qualifier Name: E7rwa6L. Zip r rW7(a y F= -1 `T State Certification or Registration #: � Certificate of Competency #: .✓.- DESIGNER: Arch it t/Engineer. �� c s � Phone: - 7 r�S- i J. (y Address: — :- City: 1i4y^'i State: ( Zip: Value of o"dork for this Permit: $ �� � � Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: C2 / )L SL Gk. #-iC 1../ S I L.� Specify color of color thru tile: Submittal Fee $ `'DO M Permit Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 0 [� � ' O� b►1. 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 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. IIl the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged. '; r ,� Signature Signature C OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this —) day of EE 2n 20 20 by -� rCA �'� i CQ VC -A , who is personally known to me or who has produced , �S (o-�P,1� as identification and who did take an oath. The foregoing instrument was acknowledged, before me this i day of 9. 20 J� by ,, vo is personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1 Sign: Sign: Print: LLt inG1 CCiI�-o n Print: AYA IDYS TINEZ Seal: aYPu�`'� DANNA COLON " Seal: 'M+ �;�`,•' • EXPIRES: August 27,2022 * Commission # GG 250804 Hof ��' Bonded Thru I�Omry put,Nc underwrlt�s e EXPIRES: August 20, 2022 Jj�'t or 'o49Bonded Thru Budget Notary Services APPROVED BY Plans Examiner 3 �0 Zoning 16 41 Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-031-0040 Property Address: 1450 NE 103 ST Miami Shores, FL 33138-2626 Owner PETRA MIROVA Mailing Address 1450 NE 103 STREET 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 3/4/0 Floors 2 Living Units 1 Actual Area 5,087 Sq.Ft Living Area 3,893 Sq.Ft Adjusted Area 4,283 Sq.Ft Lot Size 29,086.95 Sq.Ft _._...._......_.._. Year Built _._ Multiple (See Building Info.) Assessment Information Year 2020 2019 2018 Land Value $1,978,388 $1,978,388 $1,599,828 Building Value $581,506 $428,658 $369,495 .. ........... XF Value $27,055 $0 $22,512 _. Market Value $2,586,949 $2,407,046 $1,991,835 Assessed Value $2,462,408 $2,407,046 $1,991,835 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Cap Assessment Reduction $124,541 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 f Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REPLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOTS 13 & 14 BLK 5 LOT SIZE IRREGULAR :OC 25294-2627 01 2007 1 Generated On : 10/29/ Taxable Value Information 2020 2019 2 County Exemption Value $50,000 $50,000 Taxable Value $2,412,408 $2,357,046 $1,991. School Board Exemption Value $25,000 $25,000 Taxable Value $2,437,408 $2,382,0461 $1,991, City Exemption Value $50,000 $50,000 Taxable Value $2,412,408 $2,357,046 $1,991 Regional Exemption Value $50,000 $50,000 Taxable Value a $2,412,408 $2,357,046 $1,991. Sales Information Previous OR Book - Pace Description Sale PageQualification _ Corrective, tax or QCD; min 11/07/2017 $100; 30754-0545 I consideration 03/17/2015 $2,275,000 29565-4731 Qual by exam of deed 01/01/2007 $1,900,000 25294-2627 Sales which are qualified 05/01/1971 $115,000 00000-00000 Sales which are qualified `ffice 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 Appra mi-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp , www.miamidade.gov/Apps/PA/propertysearch/ 10/29/2020 ,SH`R'y� Miami Shores Village Building Department 10050 NE 2nd Ave. F"t'oop� 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 2017 6TH ED and Miami Dade County Administrative Code at the 1450 N.E. 103rd STREET project on the below listed structure as of 7 APRIL, 2020 (date). I am a registered architect/professional engineer licensed in the State of Florida. : * 0 0: • •.••.• Process Number: ...... .... ...... — Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) •""' :....: _ Miami Dade County Administrative Code, Article 11 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 • • • • • • • ....' — Roofing Applications, Lt. Weight. Insul. Conc. Other DOCK PILINGS (Vote: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 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 Q,Bll' in"g;Dci tnent .Inspections performed by the Special Inspector hired by the owner are in addition to ei a y�hspections performed by the department. Further, upon completion of work under each Zectio'nqg jd ser.I�irfLi loll submit to the Building Inspector at the time of the final inspection the completed g fond a sealed statement indicating that, to the best of my knowledge, belief and ' pr+9,esnal 'udg tihose portions of the project outlined above meet the intent of the Florida Building Ci in sub tiitial accordance with the approval plans. Engineer/Architect F Name JOSEPH N. SHEINGOLD P.E. ea Print 'Fsc'p to Address 12420 S.W. 75 AVE MIAMI, FL 33156 ''Hnoff�rr AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS 0 � �/&�y� ;no so PROFESSIONAL ENGINEERS NATIONAL ACADEMY / GL 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 00 0 *996 . .... . .. ..... 12- - - ...,.. 7' AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS 9. W. 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 0 f / i � ••s•sa---�--•� _ i�•• 4-11 /lam -71,- �1T-211c } S1 ATE - ©F -- �FSS•LORiDR _ LOCATION SOKLTCH SCALE: NTS N.E. 103rd STREET 1 46.59 � ONE STORY /C.B.RESIDENCE # W � ! Faso El� q� a�' ° � }$t '��r � =�` m ad I F.F. ELEV. - 10.28' < �: r0 ! ? in.""^^ .;*•.. ro N i - o H qt ni .�. AOD TERRAC 'J° : :;• • ; LOT 13 BLOCK 5 xl '_ I?3' POOL � LOT 1_2 BLOCK 5 4650' r 1 36.00' .d + 30.00' 5. PLT o f 020' 4� .�<�: �:.• — BOLE 7 / LOT 14 li' : i . i �a� BLOCK 5 LOT 15 FD. DRILL "('OOD DECK �. HOLE ' ', :. BLOCK 5 —36.02'(R&M)mf' c` z N89'50'54"E --_ —\ R=200.00- --__ s \ L=114.93'\� \� WATERWAY Tan=59.10' A=32°55'31" FD. DRILL V HOLE ABBREVIATIONS: SINK=SIDE WALK. CBS=CONCRETE BLOCK STRUCTURE. CLF=CHAIN LINKFENCE, PL=PP.OPERTY LINE, DUE=DRAINAGE UTILrrY EASEMENT. IP=IRON PIPE. F=FOUND. AlC=AIR CONDITIONER PAD, PIC=PP,OPERTY CORNER. DIH=DRILLED HOLE. V,#F=VvOODEN FENCE, RES=RESIDENCE, CL•CLEAR, RB=REBAR. UE=UTILITY EASEMENT. CONC=CONCRETE SLAB. RNv-RIGHT OF WAY, DE=DRAINAGE EASEMENT. C4_=CENTER LINE, O-DIAMTER. TYP=TYPICAL, M=MEASURED, R=RECORDED. ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT. NID=NAIL & DISC, S=SET, FEE=FINISH FLOOR ELEVATION, 015-OFFSET, PIP=POV,FR POLE. OHP=OVERHEAD POAERLINE. NM=WA TER METER M SSONRfV1ALL=� I IODFEEz ELEVATION BASED ON LOC. # 3250 S NOT VALID UNLESS EMBOSSED WITH CONCRETE=.'..:..':.:..:.•:::;.••r.:.•.r..•.i,•:.i.•-1 MAINTENANCE& DRAINAGE EASEMENT= M & D.E. CBM#B-50 ELV 10. 02'TYPE OF SURVEY: BOUNDARY!URVEY SURVEYOR'S SEAL SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE O AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC 1 VERTICAL DATUM OF 1929, 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL ` RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) ]_ CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED REVISED: INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB 64 PAGE 97 V af C} I Uj Property Address: 1450 N.E. 103rd St., Miami Shores, FL. 33138. Certified To: Viktorinex LLC RE< BY:L 1VE:n Legal Description: Lots 13 and 14 in Block 5 of REPLAT OF TRACT "C", MIAMI SHORES BAY PARK ESTATES, according to the Plat thereof, recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida. i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than ass hown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 I3LATvGO SURVEYORS INC. Engineers • Land Surveyors - Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: bioncosurveyorsinc@yahoo.com Fax: (305) 865-7810 FLOOD ZONE: AE PANEL: 0306 DATE SCf 2/1J/18 1"= UFFIY, E DX OMMUNITY # 120652 WN. BY JOB No 9 / 11 /09 BASE 91 18-179. GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2017, 6th EDITION & ASCE 7-16 PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. d25-79 AND BE PRE SSURE 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 PILES: 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: 6 FEET MIN. INTO BEDROCK 10 FEET INTO YIELDING MATERIAL 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 175 mph WIND VELOCITY, EXPOSURE "D" THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY. APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN —WATER WORK. - 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. RER • NATURAL RESOURCES DIVISION FINAL APPROVAL NA?,,,E Ale xa nder bebert DATE 04M812021 CANAL SEAWALL CANAL SEAWALL EXISTING BOATLIFT TO REMAIN -- 4 - EXISTING SEAWALL, CAP AND 15' — i� r- 64'-0» _--_ 1s7.47 PREVIOUSLY APPROVED BY MIAMI SHORES PLANING BOARDI EXISTING CONDITIONS AND DEMOLITION PLAN N 1 /16" = 1'-0" PROPOSED DOCK EXTENSION FOR: PETRA MIROVA 1450 NE 103rd STREET MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 37, a A ".. 7 2020 :1 r s �r �. Ne v�,t Y OFFICE: 305 986 7002 FAX: 305 253 4455 LOCATION MAP '\,� N.T.S. N VICINITY MAP N.T.S. r�wer5Nk' TeraCc NE .ic't+5i z' NF tG7st5t a� Ncl D to m� m0 (D U E C N� O C U �o co h am s mE o rn'cd -�—+ o,�NcEE C EQ��o O O `w iamp5� ()(.5ID? cT) w Fz- 0 (z W uj v� Y I i —0 U Ga O > r C�5 U) �w� O <tz._ O W Lo M � I a — � Cn o Lo a: W v W (oco co Lo Z CDN Lo Lo r � O O coco z O LL W (D � r' z uw azco J r) < F3�� z�0- �:D/'� VJ al� r z o = - �o� CU zNa A-1 1 OF 3 RER - NATURAL RESOURCES DIVISION FINAL APPROVAL N A?,! E Alexander bebert DATE 60,-011 ��QA- NEW 1 "X54" AZEK COMPOSITE DECKING WITH (2) # 10 SS SCREWS AT EACH CONNECTION (5) NEW 12" CCA DOCK PILES, TYP. NEW 3"X8" JOISTS @ 15" O.C. W/ 1"X12" LTS12 SIMPSON SS STRAPS (FL10456-R4) W/ 12 SS 10DX1j" T&B, TYP. NEW 4"X12" HANGER W/ (2) J" S.S. RED HEADS INTO CAP (7" MIN.EMBEDMENT) ALIGNED W/ EACH PILE, TYP. 3"X12" BEAM W/ 2 J" HDG THRU-BOLTS AT EACH PILE CONNECTION, TYP. -3, MAR 2 7 2020 CANAL ri mky N0 I PREVIOUSLY APPROVED BY MIAMI SHORES PLANING BOARD EXISTING 12" CCA DOCK PILES TO REMAIN, TYP. EXISTING 64' DOCK PILES TO REMAIN EXISTING SEAWALL, CAP AND BATTER PILES TO REMAIN cv If 0 00 m 0 c) co 0 c: co c: ao 75; 0 02 t6 c: U 2 0 4— U) 0 'E E 0 0 2 co c) cD' To z of w z uji X ul lie 0 0 < u- o > (D Ma: o0 0 a. < Z.- 0 F- cr c E CC a. W 0- U) c\j tf) M 0 Lo C) Lli r- LIJ co co Lf) z M C\J Ljr) C — ce) z LLI (D W z Lij :D cl: z W t7i C) 0 ::) (-D L0 Cr z o c/) —j Go u- O c\j cli 41Z () Z; UJ --.)r cl- "Al ilk At N PROPOSED DOCK EXTENSION PLAN 20F3 1/8" = V-0" RER . NATURAL RESOURCES DIVISION FINAL APPROVAL NAbtE Alexander Liebert DATE: 04!08II021 _ COPPER CAP 3'-7„ 5'-0" 1'X2" PILE TRIM -- NIGHT TIME REFLECTOR tiiia 2020 ON ALL PILES -- NEW 3"X8" JOISTS @ E` Ji 15" O.C., TYP. L u.;c,ES - - - NEW 1 "X5j" AZEK COMPOSITE DECKING WITH (2) # 10 SS SCREWS AT EACH CONNECTION B EL. +6.17' NGVD z T 0 NEW DOCK io ; ; tI/pj (2) HDG THROU-BOLTS z I' \ � > N W 3"X12" PILING BEAM � ix B (2) SS RED HEADS 1 NEW 1 "X5j " A E!< - —------- 1"X12' LTS12 SIMPSON SS INTO CONCRETE (7" COMPOSITE DECKING - (2) HDG BOLTS STRAPS (FL10456-R4) W/ MIN. EMBEDMENT), TYP. —� WITH (2) # 10 SS CL 4"X12" BLOCK W/ (2) J 12 SS 1ODX11" T&B, TYP. SCREWS AT EACH I (2) J" HDG BOLTS CONNECTION SS RED HEADS INTO EL. +1.75' NGVD - _ I- _ _ -_ _. _ _ _ @ BEAM Q CONCRETE (7" MIN. M H W CONECTIONS, TYP. EMBEDMENT), TYP. c w 3 !— NEW 12" CCA PILE 7 Ln a 1, I EL. -0.75' NGVD EXISTING IMLW SEAWALL CAP EXISTING BATTER PILE AND T-PILE TO REMAIN NEW 4"X12" P.T. BLOCK - NEW 3"X12" PILING BEAM, TYP. -� SECTION AA SECTION BB 1 /2" = 1 '-0" 1 /2" = 1 '-0" o� m10 om U c N Eo (Ci c m a 2.0 °� n +-' co-'o C U FY mE U 0 61 y q1 :3 C E v'E_ O O °a=oO° N N j m c ff i z O z W X w v `° U O ' o ti Q O I > 0 c� w I E Q o cf)2iw L a aza) O w o E u� cz Ir a a� Cn Co'`o o� W 'o �, W Co M � N z oLo O co co z o W z Lij D a z M W oQo (ACC U) _�°00 O"`��N Z�Q A-3 3OF3