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DOCK-12-19-2878, 1449 NE 104th StI���a lq(d 1 41Zr ?f��Mlaml 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 BUILDING FBC 20C�►'• '�� `�/ Master Permit No I tcl -%8 ( 8 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1449 NE 104th STreet City: Miami Shores County: Miami Dade ,Zip: Folio/Parcel#:11-2232-032-0071 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ross Contney Phone#: Address:1449 NE 104th Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Dock and Marine Construction Phone#: 3057519911 Address: 752 NE 79th St City: Miami State: FL Zip: 33138 Qualifier Name: Glen Larson Phone#: 305751911 State Certification or Registration #:`��C UC L5-A o783 Certificate of Competency #: /- YIP DESIGNER: Architect/Engineer: Leandro Fernandez Phone#: 786-390-7493 Address:756 NE 79th Street City. Miami State: FL Zip: 33138 Value of Work for this Permit: $ Z5,00-6 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration &New ❑ Repair/Replace Description of work: New Dock and (2) New Boatlifts Specify color of color hru We: Submittal Fee $ �/L 1 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF S DBPR $ ❑ Demolition CO/CC $ _ Notary $. Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ a � 44 • �5C) 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. In the absence of such posted notice, the inspection will not be approved ap4 a reinspection fee will be charged. /J /7 j� Sign Z-,,, _ Signature R or A T CONTRACTOR The foregoing instrument was`a"rkrnndfedged before me this _9L \. day of (\b), i , 20 \61 by 405t C D p s,,t`-e t , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this oZ l day of Aoi 20 l5 by 61 en L4.r s d^ , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Sig l (_ Print: S P nts`"iay� Notary Public - State or Florida .: a<� � i PUBLIC S A� ' ° Commission FF g85239 Seal: o —STATE OF FLORIDA N T y Comm# GG233128 pit M Comm. Expires May g, P0P0 JyNCE1�p Expires 6/28/2022 of Bonded throu h National Notary yAssn. as APPROVED BY Zi L Plans Examiner la (, t� Zoning Structural Review Clerk (Revised02/24/2014) ORES Miami Shores Village Building Department 10050 NE 2"d 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 Q,oss toIN�rn-e sn to perform special inspector services under the Florida Building Code 50 Edition (2014) and Miami Dade County Administrative Code at the t project on the below listed structure as of (date). I am a registered arch itect/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 *cial 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 &, 1 c%l 92 (Vote: Only the marked boxes apply. The following individual(s) employed by this firm or the is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b} 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 perfonning 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 Code and are in substantial accordance with the roval plans. `,ri ®'FER,J°°IV ®� Engineer/Architect 7� �ORGENSq,Ej,, Name L-K�pto Pff A/.�iv%��I PL Signed and Sealed �ir•Q�' F ' i� s Print^� Date: 'Z3* i hJo.71519 Address ��� � l� ST MiA-(r(_����� -° • STATE OF 4uq 0�1;jSS00 NA,- LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFENGI NEERING. NET 85 N.W. 86T11 STREET MIAMI, FL 33150 DOCK AND MARINE CON5TRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33138 305-751-991 1 F: 305-75 1-4625 cjlar5on@dockanclmarine.net www.clockandmarine.net GENERALNOTE5 GENERAL ELEVATIONS SHOWN! REFER TO THE NATIONAL GEODFTIC VERTICAL DATUM (NGVD) OF 1929. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCA13LE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE FLAN15 AND APPLICABLE CODES SHAD. BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK. CONCRETE AND REINFORCING STEEL; 1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL CONFORM TO ACI 3 18 (LATEST EDITION) AND ATTAIN A MIN. COMPRE551VE STRENGTH OF 5000 P.5.1. FOP. 0.40 W/CM RATIO MAX AT THE END OF 28 DAYS. FOUR (4) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF AND SHALL BE TESTED AT 3, 7 $ 28 DAYS. SLUMP SHALL NOT EXCEED 5" (± I "). 2. ALL REINFORCEMENT SHALL BE (;0.000 P.5.1. MINIMUM YIELD NEW BILLET STEEL IN DESIGN: ACCORDANICI WITH A5TM AG 15 GRADE CO, ALL BAR LAP5 SHALL BE A MINIMUM OF 3G RS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI IN ACCORDANCE WITH APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 2017, AS i ,�A I � � At �IUAL OF STANDARD PRACTICE, 3 18 # ND5 CURRENT EDITIONS. 3. A 1 E SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIk4F, -AN-)_ DESIGN LOADS VIBRAT D ,5 SQUIRED BY THE ACI MANUAL OF CONCREi E PRACTICE. TEMPERATURE OF IVI/in gO��ONCRU'R TIME OF PLACEMENT SHALL BE BETWEEN 75°-A ID 1 00° F. 1. DOCK LL GO P5F L 4. ALL CONCRETE SHALL HAVE MINIMUM OF 3" COVERAGE OVI'_R FXPO5ED REBAR, PILING WOOD PILING 101 URAL RESOUft-p.- BEDDED INTO CONCRETE MINIMUM OF 4" AS SHOWN ON DETAILS ON PAGE 1. ALL NEW WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.5.T.M D25-78 ANI f}� Sit�,� hT Q i7 EG IL J O ((��CUU URFACES SHALL HAVE A LIGHT BROOM FINISH . . TREATED WITH PILES TOAVE 1.. TO MINIIMUM DIASTEP. OF O2.5 AS PEP C Z710NS TT-W-550D(I) OR iT-W- �E( AWFA�t�►v 7 M f G E5!7M6R MR85ED CONCRETE EDGES SHALL BE CHAMFERED 3/-V, C.: AS SHOWY! O'I THE PLANS. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS * SECTIONS. 3. WOOD DOCK PILES SHALL BE DRIVEN 15 TONS MIN. BEARING CAPACITY WITH G' MINI. PENETRATION INTO ROCK AND 12' INTO YIELDING MATERIAL PRE PUNCH ROCK A5 REQUIRED HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A- 1 53-80 OR STAINLESS STEEL BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANZIED ACCORDING TO A5TM A307-83A OR STAINLESS STEEL FASTFNING NnTFS: A. 3 X 12 STRINGERS TO PILES AND TO HANGING BLOCKS - TWO 7/8" DIA. GALVANIZED THRU-BOLTS WITH WASHER EACH SIDE. B. JOISTS TO STRINGERS: 51MP50N LT51 2 5.5. STRAPS W(4) I Od NAILS TOP # BOTTOM DO NOT BEND OVER JOISTS. FLORIDA STATE WIDE PRODUCT APPROVAL # 1045G.29 C.2 X G PT OR TIMBERTECH DECKING TO JOISTS: TWO # 10 STAINLESS STEEL DECK SCREWS EACH INITER5ECTIONI 3" LONG D. HANGER BOARD TO CAP AS PER DETAIL C ON PAGE 4 LUMBER; ALL DIMENSIONAL LUMBER. SHALL BE # I GRADE 5YP OR BETTER., AND COMPLY WITH A.I.T.C. 109-G9 SPECIFICATIONS UNLESS OTHERWISE NOTED, LUMBER, TO BE KILN DRIED, AND MARINE PRESSURE TREATED WITH A.C.Q. TO .40 RER - NATURAL RESOURCES DIVISION FINAL APPROVAL NA,11r1E Lindsay Elam DATE 07/17/2020 NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T MIAMI , FL. 33138 rp OCT 0 � 2019 �fl2�i.G50��,E�fv�la yT9�oC��V AND E:rCd]MIC RCSOU'CE' PAGE TITLE: MAP, PROP05ED SITE PLAN, AND NOTES DATE: 3-05-201 9 REVI510N5: 2. . f : i f PRECAST CONCRETE PILING: • • • • 1. PRECAST CONCRETE DOCK PILES SHALL BE 1 2" x 1 2" PIL'i:;; W?Id:00 P.9.1� �'IF�. • • • •. CONCRETE 6 4-7/1 G"O 270 K.5.1. A5TM A4 I G LOW -LAX STRANDS W/ 2 I/dE gl1w • • CONCRETE COVER TO TIES. PILES SHALL BE DRIVEN TO A MINIIMUM BEARINIG •CAPACITY OF • • • • 4 25 TOMS WITH 1 2' MIN. PENETRATION INTO ROCK. (DETAIL!dl PACE G) • • . • • • • 0 • • • • • • • 2. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE• RL"9 t 5EC:6FISO • 00000 000000 ••• • PILE DRIVING NOTES •• :•••0�••• •••• • • • • • • 1. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A `�Cli t:I5PECTOR, 01CLUDING • • THE TEST PILING, TO DETERMINE PROPER PILING LENGTH 1u MEET•THE DESICCN GPJTEPJA. • • • • 2. PILES TO BE DRIVEN WITH AM APPROPRIATE FOLLOW BL�QC ,, WITH A BUFFER ATERIAIS • • • • i SUITABLE TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY 000000 0 • •••• 3. PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TOMS WITH G' MIN. PENETRATION INTO ROCK AND 1 2' IN1TO YIELDING MATERIAL PRE PUNCH ROCK AS REQUIRED PRE PUNCHING OF, DRILLING SHALL BE UTILIZED TO ACHIEVE THE PROPER PENETRATION. 4. PILES SHALL BE DRIVEN U51NG A DROP HAMMER OR GRAVITY HAMMER OF 4000 POUNDS, WITH A G' DROP OF THE HAMMER. 5, PILES SHALL BE DRIVEN WITH NO MORE THAN A a INCH VARIATION PER FOOT FROM THE VERTICAL OR BATTER LIME INDICATED, WITH A MAXIMUM VARATION OF THE HEAD OF THE PILE FROM THE POSITION SHOWN! ON THE PLANS OF NOT MOPE THAN 3 INCHES W-xq--auf DWG#: 1 9-033 DRAWN BY: JK PAGE Iof G LICENSE #7 1 5) 9 EZ I EXI RER a NATURAL RESOURCES DIVISION FINAL APPROVAL NA!Aq- Lindsay Elam DATE 07/17/2020 1.G' 4' EXI5TING UNAUTHORIZED DAVITS, OCT 0 8 2019 DOCK,PILE5 FENDER5, CI REMOVED I I_(_mil _``_f- i 1 ( I i _�T_1_I� i I LI I t_I�-__ �___ L_L_L_I i ,._I .!�L=1_ i`I_ I . 1 . I . I I—T f.__! ..I_l-i i =1- t -IvT—I I I t1 I_ i- - I I% i ��._I f —1Ti I L I _!_= =1 ' ��_ 1 I f I I __�-1- i 1 I-1__r—i—i—i1-15Tl --T WALE I'_ fOOT10� �AIT(i-i U Q ~ 15TING 5LAB WITH PAVERS TO REMAIN 70-2" I5TING UNAUTHORIZED F15H TABLE TO BE REMOVED U Q iD LLuu of • _ LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33138 NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T PAGE TITLE: E 15TING DATE: 3-08-2019 REVISIONS: DWG1/: 19-033 DRAVVN 5Y: X LEAF@ LEAFENGINEEKING.NET 85 N.W. 86TH STREET MIAMI, FL 33150 e 305-75 1-9911 9 F: 305-751-4825 cjlar5on@dockandmarine.net www.dockancimarine,.net MIAMI, FL. 33 138 CONDITIOI15 1 . 2. PAGE 2 of G vi {i • 1-1 ... 4 • 0 I iEAf a, 71 o Te 4� L AN6kfJ �� tilA DEZ LICENSE #7 1519 RER - NATURAL RESOURCES DIVISION FINAL APPROVAL NA?,1r, Lindsay Elam DATE 07/17/2020 LEANDRO PERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFENGI NEERING. NET 85 N.W. SGTN STREET MIAMI, FL 33 150 DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33138 305-75 1-091 1 F: 305-751-4825 cjlar5on@idockandmarinp-.net www.dockanclmarine.net NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T MIAMI , FL. 33138 PAGE TITLE: PROPOSED LAYOUT DATE: 3-08-2019 REVISIONS: I. 2. I •••••• w zlm MAR 16 2020 rRR �1 `, * C::-%Gf�,'L71DC n'�ULILr:+Q�,Y DWG#: 1 9-033 '�\�i�Ii•l•�A�1:1 PAGE 3111 G LICENSE #7 1519 1 2" MIN PILE TIMBER (SEE NOTES) (-PROPOSED DECKING LTS 12 5TRAPS (SEE NOTES 3" X 8" JOIST FASTENER B) (SEE NOTES) — 3" X 1 2" STRINGER I m�� min (2) 7/5" X 20" GALVANIZED BOLTS 1EASUREMENT5 (SEE NOTES FASTENER A) TAKEN FROM CENTER OF BOLT DETAIL 'A' N.T.S. LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFENGI N EERI NG. NET 85 N.W. BGTH STREET MIAMI, FL 33150 ATTACHMENT DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33135 305-751-991 1 F: 305-751-4525 cjtar5on@dockancimarinp-.net www.clockancimarine.net 1 2" MINIMUM TIMBER PILE (2) 7/5" X 20" GALVANIZED BOLTS (SEE NOTES FASTENER A) 0 Nip] RER • NATURAL RESOURCES DIVISION FINAL APPROVAL. NA rl1c Lindsay Elam DATE 07/17/2020 LZ NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T MIAMI , FL. 33135 PAGE TITLE: FRAMING DETAILS PROP05ED DECKING 3 X 5 JOISTS, @ 18" ON CENTER LT51 2 (SEE FASTENER NOTE B) 3" X 1 2" STRINGER (SEE NOTES) DETAIL 'B' N.T.S. 3/4" 5.5. WEDGE ANCHORS BOLTS BY 51MP50N FASTENERS INTO SEAWALL, MIN EMBEDMENT G" 3 X 12 STRI NtryV� c o-4 7/8" 5 BOLT W, MAR 16 2020 Q9 'ED OCT 0 8 z019 M41Ut����3Ui?��� RAaf ©EF.0,R IAENT: L EgQ(J► C AND ECUteQ,��11C?, , f. L E a . f G" X •IZ' '.X 24" PT WOOD ; • LOMCi,.QAMGER •P•.1LD.N. • 25" ••••.. e • • 5.0- 5_G" C: E TYP, f-1ANGEIZ BLOCK DEPAP7'AM_NT ❑F Ty — AND >~L'DfVgMIC F�E"11LlR ES DETAIL 'C' DATE: 3-08-2019 REVISIONS: I. 2. Ryef-�Xijml DRAWN BY: JK PAGE 4 of G 7� e R'p i OF •� �.t LICENSE #7 15 19 RER • NATURAL RESOURCES DIVISION FINAL APPROVAL NA?ilE Lindsay Elam DATE 07/17/2020 GX 12 HANGER BLOCK SEE DETAIL ON PAGE 4 RA15E SEAWALL CAP I 2 X G PT WOOD OR TIMBERTECH DECKING 3X8 J015T AT I &° MAX Ord CENTER I -----EXI5TIPIG SEAWALL TO REMAIN RIP RAP BAG ��15TING OTER TO REMAIN SECTION A LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (75G)390-7493 •w. LEAF @LEAFENGINEEKING.NET •.�-.� _: e• 55 N.W. BGTH STREET I,AIAMI FI -v'� I Sn DOCK PILING #4 TIE BAR @ 18" 011 CEIITER 3 #5 BAR5 CONTINUOU5 2"X 1 2" #4 HOOK5 STAGGERED @ 18" ON CENTER, DPJLL AND EPDXY O WITH HILTI HIT RE-500 EPDXY OR ;A SIMILAR, MIN EMBEDMENT G' INTO v! 1I',l; O f / EXISTING CAP. PCr ��I �I�Ii / XISTING SLAB AND SEAWAREMAIN TO SEAWALL RAISE DE -FAIL , - DECKING JOIST WITH 2 ^ / # 10 x 3" 5T STAINLESS STEEL DECK SCREtVS EACH INTERSECTION PAI5E SEAWALL CAP 10 --2X8 SUB FASCIA ATTACHED TO 2 - EXISTING H05E BIB AI iD DECK WITH I # 10 x 3° 5TAII,ILE55 G.F.I. OUTLET TO REMAlILI SCREW EACH BOARD t � S 3'-C)" TOP OF CAP S DOCK (1.16VD) EL.4-5-3�� TURBIDITY CURTAI PLACE AS NECE55 -+ — MHW (NGVD) EL. + I .G' T IALW (I-IGVD) EL. -0.4' 3X 12 5TPINGER WITH 2-3/4 INCH HDG THRU BOLTS EACH INTEP5ECDON SEE DETAIL ON PAGE 4 -WOOD DOCK FILING TO BE DPJVEI•I TO A MIN BEARING CAPACITY OF 15 TONS, HOLES 51-11 BE PRE DPJLLED INTO POCK AS I•JECE55APY BEP)vt -4' DOCK AND MARINE i CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33135 305-751-991 1 F: 305-75 1-4525 cjlar5on@clockandmarine.net www.ciockandmarine.net NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T MIAMI , FL. 33136 i G SEAWALL �j TO REMAIN � / PAGE TITLE: DOCK AND LIFT SECTOIN LIFT TO HAVE 30 AMP PLUG TO CONNECT TO EXISTING OUTLET 3X& J015T AT I8"� MAX ON CENTER 2 X G PT WOOD OR TIMBERTECH DECKING FOOTER SECTION B DATE: 3-05-2019 REVISIONS: i. 2. OCTAF51) o a zoos NKfUIIAL RFSOURC I�tIJiS�f�;l� DEPARTMENT OF RE13ULA7 C11c!y AND ECONCIMIC {2ESOUDCvE�` i f f. 12' � •2X8 SUB FASCIA ATTACHED TO Z • ♦' • 1t1 • `f DECK WITH I # I x 3" STAINLESS a �' , • • • •/ 5CREW EACH BO RD • ♦ • --- TOP OF CAP 4 DOCK (PIG /D9 !Ls • • • }-- TOP OF PILE CAP (NGVD) L9' * *;4' • • " ' • • TURBIDITY CeWlkNl IN • PLACE AS IIEGF.�SQ�Y • • •• • • •••♦•• •• MHW (11GVD) EL. + I .G' •••♦•• • MLW (NGVD) EL. -0.4' • • ♦ ♦ • • • '""S 9 ONCRETE LIFT SU PT PILING DPJVEN TO l 11 TONS MI ATO ROCK AFE ��2' IIdT'YIE`I�F� MATIEERL Ai DWG#: 1 9-033 DRAWN BY: JK PAGE 5 of G dj�U FED off \\ EAfq STATE M fi 11 .• r\ 4z L'�ErA#`11 1 �irkR IANDEZ LICENSE #7 1 5 19 1 2" CONCRETE TOP VIEW #3 CLOSED STIRRUPS @ G ON CENTER NEW STEEL REINFORCED PILE CAP, WITH 5 - #5 TOP AND BOTTOM, ENDS TO HAVE 9" HOOK, ONE #5 EACH SIDE AND #3 CLOSED STIRRUPS @G" ON CENTER 5 #5 TOP AND BOTTOM WITH 9" HOOK AS SHOWN ABOVE WE q XG DECKING TO J0I5T WITH 2 # 10 5TAINLE55 STEEL SCREWS EACH INTERSECTION CRO55 SECTION JOISTS cn 3X8 JOIST 3X4 ALUMINUM SEAT ANGLE z INCH THRU BOLT . PD NEW 1 2" x 1 2" PRE-5TRE55ED CONCRETE DOCK PILING EXTEND STRANDS 18" MIN INTO CAP, PILE SHALL HAVE 1 2' EMBEDMENT INTO BERM MUST BE DRIVEN TO 25 TONS MINIMUM SAFE BEARING CAPACITY oeraL )C N.T.S. 112"STAINLESS STEEL WEDGE ANCHOR BY HILTI G" MIN EMBEDMENT INTO NEW CAP NEW STEEL REINFORCED PILE CAP, WITH 5 - #5 TOP AND BOTTOM ENDS TO HAVE A 9" HOOK, ONE #5 EACH SIDE AND #3 CLOSED STIRRUPS @0 ON CENTER. EXTEND PILING STRANDS MIN 15" INTO PILECAP SIDE VIEW PILE LENGTH — VARIES (SEE SEAWALL SECTIONS) W3.4 SPIRAL TIES (TYP) I 12"x12" PILE SPECIFICATION: 1. (4) STRANDS, 16' DIAMETER 270 ksi L.R.S. (LO-LAX) 2. Fc' = 6,500 PSI (MIN) 3. MIN. 2.5" COVER ON ALL REIN. 4. ALL PILINGS TO FDOT CONCR. CLASS V SPEC. 5. PILING TO ACHEIVE BEARING CAPACITY OF 25 TONS LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFENGI NEERI NG, N ET 85 N.W. 8GTH STREET MIAMI, FL 33150 DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33138 305-75 1-991 1 F: 305-75 1-4625 cjlar5on@clockancimarine.net www.clockancimarine.net 3/4" CHAMFER -1 2" NEW DOCK, AND BOAT LIFTS FOR" CONTNEY RESIDENCE 1449 NE 104 5T MIAMI , FL. 33138 1 OCT 0 8 2019 ALUMINUM BOARDING PLATFORM NNATURAIL RESOURCES f IVJSJ@pti DEPARTMENT OF REGULATORY nN© h'00N0MID gES0U1,r,EI3 RAISE SEAWALL CAP I O" 2X8 SLID FASCIA ATTACHED TO DECK WITH I # 10 x 3" STAINLESS SEE SEAWALL RAISE DETAIL SCREW EACH BOARD ON PAGE 5)0" cV 7. S TOP OF SEAWALL CAS (N 'VD) EL. A`*m, O `• /'. _ 0 \ \ \ \ TURBIDITY CURTAIN ID /// '" PLACE AS NEGE�SARY \ \ \ \ MHW (NGVD) EL. +I .G'xy :.'••'i •••••• •• • • • \\\\\\\\\\\\ MLW (NGVD) EL. -0.4' ,•,• i :•.••: STING RIP RAP BAG 'X �1J"��{'! 1 7 •, �••••• i•.•:. TER TO REMAIN �� `-� ]•'t � .••.•i 16 \/ soil: /EXISTING SEAWALL�tLujP, , r TO REMAIN/ RER • NATURAL RESOURCES DIVISION FINAL APPROVAL NAJAE Lindsay Elam DATE 07/17/2020 PAGE TITLE: PILE CAP DETAILS FILING DETAIL LIFT SECTION DATE: 3-08-2019 REVISIONS: I. 2. DWG#: 1 9-033 DRAWN BY: JK PAGE rof G �i�Caay6\ Fe No. A• TL,T'E QF 9 /01I tIa10. x LICENSE #715 19 EIS p r. << ut ti _,...o. vim.__.._. � _ ._...._.._ .r. _.....�. a ...a ..� .... _ AFi'RCA:Ul` BY DATE JR. r i ! I A -A i T'_ P:_ t.i.,-O iwleS L.NG REGULAi. NS oe.e .. . 00 ...... • 00 .... .....: oo• ' :*goes •.... ••egg. gee... ;•� •o ..o.:. : e s o . e. eo • .... •sego• . e • o ..g. r--) t -.A a w pI..i J s �nhv,"ry r i-~ • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • •••