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WSW-16-136 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 Y^ F F Ex iration: 11/28/201 Project Address Parcel Number Applicant 1301 NE 100 Street 1132050140020 Miami Shores, FL 33138- Block: Lot: NANCY CIGNO Owner Information Address Phone Cell NANCY CIGNO P.O.BOX 530188 MIAMI FL 33153- Contractors) Phone Cell Phone $ 50,000.00 MIAMI BEACH SEAWALL INC (954)822-7219 (954)771-1731 Valuation: Total Sq Feet: 107 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Review Planning Type of Work:REPAIR SEAWALL,NEW CAP,DOCK REP Height: Review Planning Length: Additional Info: Review Planning Bond Return: Classification:Residential Review Structural Scanning:4 Review Structural Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $30.00 Invoice# WSW-1-16-58369 DBPR Fee $22.50 06/01/2016 Credit Card $1,827.00 $50.00 DCA Fee $22.50 Education Surcharge $10.00 01/15/2016 Check#:919 $50.00 $0.00 Permit Fee $1,500.00 Pian Review Fee(Engineer) $120.00 Pian Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $40.00 Total: $1,877.00 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction pnd zoning. Futhermore,I authorize the above-named contractor to do the work stated. June 01,2016 Autho ed gn re:Owner Applicant / Cont or / ate Building Department Copy June 01,2016 1 ` ' f f Miami Shores Village Department JAN 1 2015 Building De �90 p ��► 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 y BUILDING Master Permit No. S W �� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP p I C CONTRACTOR DRAWINGS JOB ADDRESS: ►v �L) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ��— 3 ` ��`�' Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFFEE: OWNER:Name(Fee Simple Titleholder): IY!J l% C A DLA A Phone#: a) W' IC6 Address: G /00 3 / City: L �� y �'",e � State: I Zip: 3 3gL-- Tenant/Lggessye�e Name: � Phone#: *3VS 80-7 OGC�( Email: Iv K7���'( �� C A a 2.9� • � CONTRACTOR:Company Name:"" G V1 � V .�l S Phone#: �� 7 d o,2�1 y Address- City: ddress City: ittv1A AL Bet on State: Qualifier Name: �i,�ti'L a t � ' Phone#: State Certification or Registration M Certificate of Competency#: L�` 0-7 7 DESIGNER:Architect/Engineer:�,�e ✓:3'S CA �' l,. P2� Phone#: Address: /a cSw l /,Q �� G+ 7 City: State Zip: /�D~ Value of Work for this Permit:$ /`-�/ ©6G ! ?/ Square/Linear Footage of Work: Type of Work: ❑ Addition F-1 F-1Alterations ILI New Repair/Replace El Demolition , Description of Work: -ycGa Crib (ZO CA— 6=1!4 '1 l +T L l Fr Specify color of color\thru tile: Submittal Fee$ v c� Permit Fee$ 'SW • 03 CCF$ ` CA-3CO/CC$ Scanning Fee$ l� CrU Radon Fee$��" 90 DBPR$ ° Notary$ Technology Fee$ Q II - ) Training/Education Fee$ CQ) Double Fee$ Structural Reviews$ of 0 ' W t^^�V'C0 Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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: 1 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 on estimated value exceeding$2500,the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature W R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ._J �Tp— 20 by �day of 44-L 20 Xl' by rSwho Is personally known to Y /r` ...`,_., who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification an ho did take an oath. NOT PU C. NOTARY P i Si Sign: v� Print: Seal: Seal: PAMELA S DARIANO " PAMELA S DARIANO AM-Ja '� •'c MY COMMMION#EES76M j ': MY CommI8SI010 S EE878809 sssrrs � ss �►��sr ssssssss*sssrsssr �' •* Fi9b1�b89s��is sssssssss t40tyIFU163 (467 39&0163 APPROVED BY Plans Examiner Zoning _ Structural Review Clerk (Revbed02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINE.;a P►ND PROFESSIONAL REGULATZN(850)487-1395 CONSTRUCTION INDUSTRY LICENSING BOARD � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORETTI, BRIAN JOHN MIAMI BEACH SEAWALLS INC 17027 W. DIXIE HWY SUITE 127 NORTH MIAMI BEACH FL 33160 Congratulations! V1hth this license you one of the nearly one konsed by the Det�airtme.M of Business and STATE OF FLORIDA one ml Hwn Floridians Our phis and businesses range R DEPARTMENT OF BUSINESS AND arches to yacht brokers,from boxers to barbeque restaurants, REGULATION -cv, PROFE$SIL and they keep ms's economy RX11 X6977 U :;-08116/2015 Every day we work to improve the way we da business in order Cnt0 , serve you better. For inforn�On about our services,p���9 g�p "fOR www myflo*Wl .com. There you can find more information REGISTERED Iw about our divisions and the regulons that impact you,subscribe MOIZETTI, BRI> t � to department r rsletters ark� about the Department's MIAMI BEACl-1- A1N 1'34.1 to de initiatives. (INDIVIDUAL 1.1—.1. OR LICENSINGOuur mission at the Department is:License E � Regulate Fa!dy. TO CONTRACTING Int A ►) Strive to serve you better so that Y• serve Your HAS REGISTERED under the provisions f C 0=799 FS. , pr to c rs��d har*you for doing bins in Fionda, , auc .zm7 and congratuI060m on Your new Ucerwei DETACH HERE - _ - -- KEN LAWSON,SECRETARY RICK SCOTT,GOVERNOR STATE OF FLORID DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUC"n INDUSTRY LICENSING BOARD FIX-19 '77 The:SPECIALTY STRUCTURE CONTRACTOR_ r;, vwmr Named-below HAS.REGISTERED 8a Under the proarisiw►s of Char 489 FS. 0 Eitpiratt6n date: AUG 31,2 17 E I (INDIVIDUAL MUST MEET ALL � SN IANY N REQUIREMENTS PRIOR ' ■ z IVlO- RETTI, -BRIM-JOHN 11AtPiMI BEAC.14 • ­17027W.DIXIE _. s - • I"EACH ..,t _w ' -h- � v '-. Q� • r ' WORTH F=,,I�rHiY�i v ��-�'•. �` �.may, `k'1��`'��'..._�s _ •-:; ____ ' 179 Av Ae RG(]I IIRED BYLAW SEQ L1506160002 t CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY E277 MIAMI BEACH SEAWALLS INC . D.B.A.: �RE )/#BAR Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL 09/3012017 Munijelpi CenuacWs Tax.fleceipt Wriii-Dada County,State of ftdda R t YfA81t1.()ONOTPAY C6 MQ E277" '11Nf. EXPIRES l6 2430 W 214 Sf 7470M NAPA FL 33180 SOD TYPE =MACH SAdMS PC SPECIALTY BYTAXCOLLOOTOR CONTRACrOR2W.00 08/14/2015 0221-15-007418 Tt�s �estale� mw mwwm E�,P � 8eaaY�es88ao161'�oftidter� ell �mme �t Local Busilmen Tax Receipt Miai i-Dade CounW State of Honda -TMIS OTAW.1.-1DONOTPAY LBT 23i82� _ LOCAMM T EXPIRES � w►us nvc RENEWAL SEPTEMBER 30, 2016 2430 NE 214 ST 24=1 MM be dbOOVW at plow of MIA A FL 33180 Purmma m CST"Code CkapW 8A—Art.9&10 sm TYPE PAYM Off MICBVM Wai SEA1W. SINC 196 SPEMALTY BY TAXOOLLECTOR 75.00 M14=5 1 E/ CONTRACT 022145-007418 t�taceiTesBe�P' MOM �dfeL®eal 'imr.TielRis�ta ° 'fkB "ff�. a66 �� � SedeBB�$a 2�. a acORD. CERTIFICATE OF LIABILITY INSURANCE 03,E Phos 727-360-0092 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION Coast to Coast Insurance Semictm LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 630 Corey Avenue HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR St.Pete Beach. FL 33706 ALTER THE COVERAGE AFFORDED BY THE POIJCIE8 BELOW. INSURERS AFFORDING COVERAGE NAIC# aISrolsD mouRERA:Essex Insurance Company Miami Beach seawalls.Inc' ups:Water Qual i t Insurance Syndicate 2430 SE 214 Sheet MWW, FL 33180 018uRERc: INSURERD INSURERE: COVERAGES 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 REFECT 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICYN msea Lams GENER I.LI UMM EACH E $ 1 000 0w MWOOETOPENM COMMERCIALGENEWUMMY W o $ 50,000 A ' yo' 902859-1 03/01/15 03/01/16 AAED EW °mPommI $ E.xduded PERSONALBADv W.WRY $ 1.0w'= GENERALAGGREGATE $ 2 000 000 GdeMI.AGOWAATELUYUTAPPLIESPER: PRODUCTS-OOMMPAW $ 11000,000 7,7 POL= Loc AUTOOMMUABBJTY SINGLEUMTT ANYauro a ALLOWNI DAUTos BODILYIN,UJRY SCHEDULEDAUTOS (PrrPen) : MROAUTOS t ! $ AUTOS DAMAGE {Perea�) $ Y AUTOONLY-EAACCIDENT $ ANY AUTO OTHERTHAN EAACC $ AUTOONLY: AGO $ RIKEMOMELLAUASUM EACH $ OCCUR 0 CLAIMS MADE AGGREGATE E $ DEDICTiS1.E _ RETENTION $ $ JAFA NBCOM1100A710IAND EMPLOYOIB'UABL Y E.LEACHACCIDENT $ ANY PRDP4Z♦ETcwPARTI UcRtEJUccuTlvE O IMENS REIICUIDED4 E.LWWASE-EAEMPLOYEE $ =0004 E.L.DISEASE-POLICY LUNIT $ OTHER B Pollution a7-51744 03/01/15 03/01/16 Pollution $ 1.000,000 OEBCF&vn=OFOPEUTIMILWAMMIVBGCLESIOXCLUMMADMOYENDOMEMWfBPBMALPRDVMM Marine ConbaCbr License#E277 CERTIFICATE HOLDER CANCELLATION MMiami Shores Village Ia+ow AWOFTNEABo�c �oPOUCMBECANCMJM TWE"MIM iami 9 DATE TIS.TNe ISSUING MUNER ML WMEAVOR TO MAD. -10_DAYS Y 10050 NE 2 Ave NOTICE TO THE CERTIFICATE HOLDER HAM TO THE LETT.BUT FAD.URE TO Do SO SHALL Miami Shores, FI 33138 BIPOSE No OBUGATM oR L"UW 0F ANY K=Lei THE DreDRER.ITS A0003 OR Tel: 305-795-2204 ROWESMAMEL Fax 305-756-8972 Auntoamw ACS U(MUM 10ACORD COLORATION 1886 Dots CERTIFICATE OF LIABILITY INSURANCE 1 1/13/2016 puce; Plymouth Insurance Agency This Cardfieate is iced as a matter or Inllmmation only and cwfers no 2739 U.S. Highway 19 N. rights upon the certillicam Holder. This Cardflcate does not antoW,extend Holiday, FL 34691 or after the coverage afforded by the Policies below. (727)938-5562 1 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A. Lion Insurance company 11075 2739 U.S. Highway 19 N. Insurer B. Holiday, FL 34691 Insurer c' Insurer D: Insurer E: Coverages The pdwes of Immmance listed ow h peftd Indicated. 140withstartft any or other with rasped to which this amttio®ts may be issued or may pertain,to huwa hoe afforded by the poples deed herein Is vAoct to all the tenns,exclusions,and conditions of such policies.Aggregate limits shown rray have been reduced by paid claim INSR ADDL Poky Effective Policy Expiration Limit LTR INSRD Type of Insurance Policy Number Date Data (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence & Commercial General Liability Dmrage to rimed prermses(EA Claims Made ❑ occur ) 9; Mod Exp Personal Adv Injury neral aggregate limit applies per: c�erh«al A Ply ❑Prood ❑ Loc Products- Ag uTOMOBILE LIABILITY combined single omit (EA Acddmht) Any Auto Bodily Ir" All Owned Atmos (Per Person) scheduled Autos Hired Autos BOCW lrhJtsy Non-Owned Autos (PerAccident) Property Damage (Pm Accident) EXCEWUMBRELLA LIABILITY Each Occurrence �000ur ❑claims Bllade Agregete Deductible A Workers Compensation and WC 71949 01/0112016 01/01/2017 X WC Stetu- OTH- EmployeW Liability I txv Limits I I ER Any p /parttrer/eueculirre ofticertmember EL Each Accident $1,000,000 excluded? No E.L.Disease-Ea Employee $1,000,000 H Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,00D other Liar Insurance Cornpeff Is A.N.Best Contpeff ratal A- A14B#12616 Descriptions of Opomdor&/L.ocadons/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 80.65-837 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Mlami Beach Seawalls,M= Coverage only applies to injuries Incurred by South East Personnel Leasing,Inc.&Subsidiaries active employees),while wotldng in:FL Coverage does not apply to statutory employee(s)or independent cont radvr(s)of the Client Company or any other entity. A list of the active employee(s)leased to the®art Company can be obtained by fmdng a request t0(717)937-2138 or by caping(7277)938-5562. Project Nante: ISSUE 10-15-15(TD)REISSUE 01-13-16(AF) Made Date 101812012 CERTIFICATE HOLDERCANCEIJATIQN VILLAGE OF MIAN SHORES Strould any owl above described pogo be rarxelled before the woratimh data thereon,the Issuing irWM will endeW r to nWH 30 days wrMM nth to the cmtiftcelso holder,tell to the left,but failure to tib so shall linposs no obligation or Iiabirdy of any"upon the inam,its agents or representatives 10050 NE 2ND AVENUE I VA SHORES, FL 33138 �� „ 2/26/2015 "ropertySearch Application-Miami-Dade County °rks. `'" $ 'Vmo"{ YI f40 F` 1 n t rrlNr dwx s.s 'S*t al i . r vPrMw ktn .. t }° s t •', r ti' ��� o cd'�,� '`'° ✓ .,, �'.� xt° �ro y4 `�.�3�% .a v x ✓z,` r 7 1., �Y MYf i .,L'9xW.'.pY" �H —, An n �C S?�,a-..z. r,� j � 'Ya �–sr,� �� •,�to �,;��,.�, . t" y�'':f'.. i gYs'..,3 �'' �' �t r ,fS� �Fr`a*>� ;��.�$`"Wv �S('�• �r�• Ya Address Owner Name Folio SEARCH: 1301 ne 100 st Suite Q PROPERTY INFORMATION Folio:11-3205-014-0020 Sub-Division: GORDON TR Property Address 1301 NE 100 ST Mani Shores,FL 33138-2605 Owner NANCY CIGNO MARGOLIS Mailing Address 1301 NE 100 ST MIAMI,FL 33138 Primary Zone 1700 SGL FAMILY-4001 SQFr& Primary Land use 0101 RESIEVTIAL-SNGLE FAMILY: 1 UNrr Beds/Baths/Half 4/5/0 http•J/www.mimTddadegov'Oropertyawch*/ 1/8 2/26/2015 operty Search Application-Miami-Dade County Floors 1 Living Units 1 Actual Area 5,156 Sq.Ft Living Area 3,672 Sq.Ft Adjusted Area 4,320 Sq.Ft Lot Size 24,394 Sq.Ft Year Built 1955 PW �� Bend r,.^ G T;h' 4. A. LL`F' r=� k 1 http://www.miamidade.go\dpropertysearctV#/ 2/8 AC CERTIFICATE OF LIABILITY INSURANCE �o iii2o e' F�o DSLL'6R pphhOTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Goast to Coast Insurance Seriric,n, C ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 630 Corey Avenue HOLDER. THIS CERTIFICATE DOES NOT ADDEND, EXTEND OR St.Pete Beach, FL 33706 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE NAIC IIL WM Beach SerawellS,Inc. NSURERA: RLI Insurance Corporation 13056 2430 SE 214 Street wwwRe 5tarr Indemnity & Liabilily Co. 36318 Miami, FL 33180 INSURERV. INSURER O IN E: COVERAGES 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 WRH RESPECT TO WHICH THIS CERTIFICAT 55 MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RM ADM L E=XYNUM8ER MOM pD�rL LIMn9 GOA RALLIAMW =OCCURRENCE 8 1,000,000 OOMMEROIALGENERALLWWILITY PREMISES E c MM 3 50,000 A X CLAWS MADE Xo�UR NRP0200206 02/25/16 02/25/17 MEDE%P ywepwoon) 3 5,000 Protel ion&indemn. PERSONAL&ADVNJURY a 1,000,000 GG)MRALAGGREGATE t 2,000,000 GERLATELIMMAPPLIESKiR: PRODUCr8-COMPIOPAGG S 1 000 000 17 POLICY PR 71 LOC Proteg on&Ind. 1,000,000 AUTOMMILS �eN GLEUMIT wdeM 1000,000 ANYAuro s ALLOWNEOAU M 80 LLYIINN M A X SCHEDULMAUT08 MRP0200206 02/25/16 02/25/7.7 a MMI WREDAUTOS ( LL�y $ NON-OV NEDAUTOS I" MRTYDAMACiE _ (Parmhoift GARAGELIAI®[ATY AUTOON,Y-SAACCIDENT 8 ANY AUTO ZVOM ONfliANLY ZAACC E AGO E LIA0L Y EACHOCOW49NICE S OCCUR CLAIMS MAM AGGREGATE S 8 DEDUCTIBLE $ RETENTIN S WGRIUMCOMPENSATION AND0MAYOWY L ABLLISY 6 L EACH ACQDENT ffi ANYPROPRIETORMAR� OyFFICERNAEMBEREXOLUDED? E.LOhSFASE-r.AEM UNEE S SP CECl4LP u OLWASS-POLICYLINAT ? Orem Pollution $ 1,000,000 B Pollution 47-51744 03/01/16 03/01/17 Marna ConirtaCtor�iCL@ }jJ. JEcCtU M9ADDEDBYEN0OR$WMrrSPeO�ALPROVISIorMi CER71FICATEHOLDM CANCELLATION Miami Shores Village SHCUWAWOFnMMOVEDBB FUWPCUUMEMOANONIIMWEPoIMTHli MMAMM 10050 NE 2 Ave DATE TMENW.THE ISSWNO 900MR VtlLLL ENDEAVOR TO rear, 10 DAYS w7 rM Miami Shores, FI 33138 NOTICE TO TM M"WMAIS HOLDER NAMED TO of Lgnr BUT FAILURE To DO So OWIL Tel: 305-785-2204 tem NO OBLIGATION OR LW@RM OF ANY KM UPON SHE INSUR k MS AGENTS OR Fax 305-75&8972 �A TAWR ACORD 25(2001M) "' "' VACORD CORPORATION 1988 MIAMI-11 ► 16 .I,; Pect- Y NOTE TO FILE Permit Number: CLI-2015-0170 Project Name: Margolis Project Address: 1301 NE 1 00s Street, Miami Shores Date: 06/11/2015 Project Manager: Sabrina Schneider FILE REVIEW: 94-259:Permit issused 10/14/1994 for the installation of an L-shaped wood dock with a 36 by 7 foot access walkway and a 12 foot by 12 foot terminal platform with 7 wood piles. Final inspection revales 37 by 6.1 walkway and 13.28 by 14.19 foot terminal platform with 7 support piles, 4 pvc fenders and an aluminum boatlift with 2 aluminum support piles. File closed 12/8/2008 6666 . . 9996 666696 66 9 6666.. 6666.. . 6666.. 6666.. � ( — �,.� � 6666.. LAJ ' 6666 .. . . �� � 66669 .. 6666. 60900• 9060 60.09 6666 .. . .0 6999 6666.. . . . . 6666.. ....66 . . . 966966. .. 6666 iiw�� i�ii�■� Print Page 1 of 2 a► Subject: CLI-2015-0170-Margolis-Permit Ready//Pending Items From: Alonso,Alain(RER)(AlonsA@miamidade.gov) To: seawallc@bellsouth.net; Cc: Chad.Wenger@miamidade.gov; Date: Monday,January 25,2016 3:03 PM The permit for the project at 1301 NE 100 Street is ready to be issued once the following are received: 1. Structural and Zoning approvals from Miami Shores. 2. Permit fee in the amount of$720.00. Alain Alonso,Biologist H Coastal Resources Section Miami-Dade County Department of Regulatory and Economic Resources Environmental Resources Management Overtown Transit Village 701 NW 1 st Court,Suite 600, Miami,Florida 33136 •••• . . .... ...... (305)372-6577 htta://www.miamidade.gw/economy/ •••••• "Delivering Excellence Every Day" ...... .... 000.0• .. .. .. . ...... . . . . ...... Miami-Dade County is apublic entity subject to Chapter 119 of the Florida Statutes concerningpub iic recoZ 1!Aail messages are covered under such laws and thus subject to disclosure.All E-mail sent and received is aapturgcf ft oar • servers and kept as a public record •• • Please consider the environment before printing this e-mail. https://us-mg6.mall.yahoo.com/neo/launch?.partner=sbc&.rand=91u23j64peeg4 1/25/2016 Print Page 1 of 2 Subject: RE: CLI-2015-0170-Margolis-Permit Ready//Pending Items From: Alonso,Alain(RER)(AlonsA@miamidade.gov) To: seawallc@bellsouth.net; Date: Monday,January 25,2016 3:19 PM The plans were preliminary approved on 01/13/2016. From:Miami Beach Seawalls,Inc.[mailto:seawallc@bellsouthnet] Sent:Monday,January 25,2016 3:13 PM To:Alonso,Alain(RER) Subject:Re:CLI-2015-0170-Margolis-Permit Ready//Pending Items Going to zoning at Miami Shores Zoning tomorrow.The zoning rep is questing DERM's prelim. Brian Moretti Miami Beach Seawalls,Inc. 305-945-2114 305-945-2329 Fax 305-308-7962(M) seawallckbellsouth.net 0000 www.miamibeachseawalls.co •040:0 •••••• ...... . ...... .... . .. 0.00• ...... .... ...:09 • . 0 . .. .. .. . ...... r 0 • 0 :000:0 • •0000• aa.m From:"Alonso,Alain(RER)"<AlonsAiamidade.gov> • To:"'Miami Beach Seawalls,Inc.'"<seawallc@bellsouth.net> 0..* *see :09000 Cc:"Wenger,Chad(RER)"<Chad.Wenger a miamidade.gov> '••' Sent:Monday,January 25,2016 3:03 PM Subject:CLI-2015-0170-Margolis-Permit Ready//Pending Items The permit for the project at 1301 NE 100 Street is ready to be issued once the following are received: 1. Structural and Zoning approvals from Miami Shores. https://us-mg6.maii.yahoo.com/neo/launch?.partner=sbc&.rand=91u23j64poeg4 1/25/2016 Print Page 1 of 2 ' x Subject: RE: CLI-2015-0170-Margolis-Permit Ready//Pending Items From: Alonso,Alain(RER)(AlonsA@miamidade.gov) To: seawallc@bellsouth.net; Date: Monday,January 25,2016 3:19 PM The plans were preliminary approved on 01/13/2016. From:Miami Beach Seawalls,Inc.[maiho:seawallc@be11south.netl Sent:Monday,January 25,2016 3:13 PM To:Alonso,Alain(RER) Subject:Re:CLI-2015-0170-Margolis-Permit Ready//Pending Items Going to zoning at Miami Shores Zoning tomorrow.The zoning rep is questing DERM's prelim. Brian Moretti Miami Beach Seawalls,Inc. 305-945-2114 305-945-2329 Fax 305-308-7962(M) seawallc(70elisouth.net 00 www.miamibeachseawalls.co �' . . 0000 0000.. 0000.. 0000.. . 0000.. 0000.. VOOO: 0000 .. 0000 . 00 00000 0000.. 0000 0000. .. .. 00 0 0000.. . . . . 000000 From:"Alonso,Alain(RER)"<AlonsAO)miamidade.gov> 0000.. To:"'Miami Beach Seawalls,Inc.'"<seawaIlcQbelisouth.net> Cc:"Wenger,Chad(RER)"<Chad.Wenger miamidade.eov> •• Sent:Monday,January 25,2016 3:03 PM Subject:CLI-2015-0170-Margolis-Permit Ready//Pending Items The permit for the project at 1301 NE 100 Street is ready to be issued once the following are received: 1. Structural and Zoning approvals from Miami Shores. https://us-mg6.maU.yahoo.com/neo/launch?.partner—sbc&.rand=91u23j64peeg4 1/25/2016 NOTICE OF CO* NCFMENT A WORM Co"MW BE p0M ON THE JOB&M ATnME OF FMST INVECTM PERMIT NO. TAX FOLIO NO N CF6105 Ps 21-65R 01133(1 02.318-2 OR BY, 29254P9s) STATE OF FLORIDA. RECORDED 05/13/2015 15436:43 COUNTY OF MIAMI-DADE.- HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA THE UNDERSIGNED hereby gives notice that improvement,will be mad, .to certain real Property,and in accordance with Chapter 713,Florida Statutes,the following Information is Provided in this Notice of Commencement. 1.Legal description Of Property and streeVaddress: orbon T&Ig C: Space above reserved for we of recordft 2.Description of improvement: 3.Owner(s)name and address: hl yt 0 AA Interest In property: - Name and address of fee simple titleholder 4.Contractor's name;address and phone number A-k) 5.Surety-(Paym�ond required by owner fro,,,Comractor,IT any) Name,address and phone number Amount of bond 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and Phone number 8.In addition to himself,Owners designates the following person(s)to copy Of e o Notice provided n on 713.13(1)(b),Florida Statutes. receive a the Lien r's ti as 1 Seat! Name,address and phone number: 9.Expiration date of this Notice of Commencement: (tiv GxPh#On date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CQWVQERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYIN&TWICE-FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON JHEle)@ SITE BIkMF11E THE 0*--:- FIRST INSPECTION,IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFQIRE OOMMENCINGOORK • OR RECORDING YOUR NOTICE OF COMMENCEMENT. :•0*006 • • Signature( f&eqs)orQwnMs)'fiPriZed Officer/Director/Partner/Manager o**696 0 Prepared 0*00 00 • 0 Name Prepared By Print Name i2', ® o Print Name- 000* 0 0* *0:000 T'Itwoffice -(fie/Of ce 000000 *00* 00*0* STATE OF FLORIDA to-**- *0 0 eeoo:* COUNTY OF MIAMI-DADE The for7olng Instrument was acknowledged before me this day By. &VGq 6 610 M ojl­� _(I J Individually,or J as IJ Personally known,or produced the following typo of Iden;;Idenf;4 L' Signature ofN0 . t Public: a Print N (SEAL) VERIFICATION PURSUANT'130 SECTION 92XM,FLORI Under penalties of perjury,I declare that I have read the foregoing and 41 PAMELA S DARIANO that the facts stated in it are true,to the best of my knowledge and b My COMMISSION#EE876809 Sig refs)of Owner r Owner(s)'s Authorized Officer/Direct siee :20,2017 By I ' Y CERTIFY 122_0`52 PAGE 3 9-12 HARWYRWMIN,Clark 20 0" 0" jENN ER 11227 11-Jun-2015 • Miami. Dade County, Florida Department of Permitting, Environment and Regulatory Affairs CLI BIOLOGICAL ASSESSMENT Exile ID: 2015-0610-1456-5499 Record Type: N SRC: OTP-CLI-20150170 Facility ID: 2015-0518-1341-3741 Name: MARGOLIS, NANCY -)ntact ID: 2015-0518-1340-1284 Name: NANCY MARGOLIS vocation ID: 1994-0817-0543-3463 1301 NE 100 ST (fork Group Number: CLIBIO-20111606 Requested Date: 06/10/201.5 GENERAL INFORMATION Access To Site: Y [Yes, No] .To Access Letter Date: _ Inspection Conducted: Y [Yes, No] Inspection Date: 06/02/2015 09:OOAM Project Manager: SCHNES additional Personnel: M. GREENEMEIER A.ALONSO ON 6/9/15 assessment Conducted In Water. Y [Yes/No/Does Not Apply] Nater Clarify: F[Good/Fair/Poor] 3ottom Type: SILT ridal Stage: HIGH [HIGH, MID, LOW] nater Depth Adjustment: 1.8 Site Within Johnson's Critical Habitat: Y [Yes/No/Does Not Apply] Ate Within Essential Manatee Habitat: N [Yes/No/Does Not Apply] Dumber of Existing slips: 1 Square Footage of Existing Dock: 230.4 Square Footage of Proposed Dock: NA dumber of Created Boat Slips: 0 3xisting Structures: •• ••• • • • I!Of ,•e'O SUPPORT PILES, BOAT LIFT, SEAWALL, SEAWALL CAP,T-PILE SI AGRRASS 3eagrass Present at Site;•, •;• ••* ••; N frtsAo/Does Not Apply] 3verall Density of SeagrA4: ; • ••; •• UE:Sw= lalophila Johnsonii: ..• ;• ..• •.• N [moi"/.Vo/Does Not Apply] ialophila Decipiens: N [Yes/No/Does Not Apply] Bork Group Number: CLIBIO-1811t605 : : ':• : : Page 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Halophila Englemannii: N [Yes/No/Does Not Apply] Halodule Wrightii: N [Yes/No/Does Not Apply] Thalassia Testudinum: N [Yes/No/Does Not Apply] Syringodium Filiforme: N [Yes/No/Does Not Apply] MANGROVE Mangrove Present: N [Yes/No/Does Not Apply] Average Height: SEE SKETCH ;hizophora Mangle (Red Mangrove) : N [Yes/No/Does Not Apply] Avicennia Germinans (Black Mangrove) : N [Yes/No/Does Not Apply] Laguncularia Racemosa (White Mangrove) : N [Yes/No/Does Not Apply] Conocarpus Erectus (Green Buttonwood) : N [Yes/No/Does Not Apply] OTHER SOURCES Corals: N [Yes/No/Does Not Apply] Algae: Y [Yes/No/Does Not Apply] Sponge: N [Yes/No/Does Not Apply] WORX OTHBR SOURCES Type of Work: REPA Additional Type of Work: _ Dock: Y [Yes/No/Does Not Apply] Seawall: N [Yea/No/Does Not Apply] Boatlift: Y [Yes/No/Does Not Apply] Floating Vessek Platform: N [Yes/No/Does Not Apply] Davit: N [Yea/No/Does Not Apply] Mooring Piles: N [Yes/No/Does Not Apply] Mangrove Alteration: N [Yes/No/Does Not Apply] Mangrove Trimming: N [Yes/No/Does Not Apply] Filling Dredging of Tidal Waters: N [Yes/No/Does Not Apply] Filling Dredging of WetlaridW: ••; ; ; �•� F *[Xeis/No/Does Not Apply] Seawall Cap and Batter Piles: 1,:[I%s/No/Does Not Apply] Pilings: ..' ..; '.; '.' & :[%%A/No/Does Not Apply] Other: N [Yes/No/Does Not Apply] Describe Other: Unauthorized Structures PI-agr&1t: •'. ": i 'Cfesyb7o/Does Not Apply] Type Of UA Structures: *•i i . •.i •• • i i i •.� i• •.• •.• AC(USaaAALKWAY Anticipated Impacts: Work Group Number: CLIBIO-V'1160.,6 Page 2 M ' � I .o Miami Shores Village JAN 1 2015 Building Department 10050 NE 24.Avo. - ---- Miami Shores,FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES SUILDINU DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE�F"LORIDA BUILDiNG CODR. I(iNe)nava been retained by to perform 5pt3dai Inspector satsi ol�f� - iD � 8ttifding Code 5�Edition(2014)and Miami Dada Co�rttvrAIinistrative Code at the > project on the below listed stnxture as of / ii (date).i am a registered architecUprokesionai engneer licensed in the State of Florida. Process Number: _Special Inspector for Reinforced Masonry,Section 2122A of the FRC 5%Edition(2014) —Miami Dade County Administrative Code,Article If Section 13.22 Special Inspector for —Trusses}35 ft long or 8 R high —Steri Framing and Connections welled or hotted ._,.,Soil Compaction — Precast Attachments —Roofing Applications.Lt.Weight Insul.Cone. YOther- _146we 7 /44 /�ST�i',t.RTloro/ Note:Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspec on* 1. 3. 4. .••• • • •••• •••••• "Special'inspectors utilizing authorized representatives shall irtsure the authorized representative is qu�j}VP;); , . _ •' education or licensure to perform the duties assign by Special Inspector. The qualifications sliall include Ileensure as a •••••• • •iF!e•ugttiecring:• •••.•• professional engineer or architect'graduation from an engineering education program in civil or struetur graduation from an architectural odueation program,successful completion of the NCEES Fundamental4'mi ll fiiflation, or registration as building inspector or general contractor. *000* • • • • t(we)will notify the Miami Shores Building Department of any changes regarding ttuthori7e4reWenel . ... ••:••• perfortning inspection services. •••• • • • •• •• • •••••• • I(we),understand that a Special Inspector inspection tog for each building must be displayediin ae • • convenient location on the site for reference by the Miami Shores Building Department lnspector. AT] • mandatory inspections,as required by the Florida Building Code,must be performed by the Amami%kores • :•••• 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 flnai inspection the completed inspection Ing form and a scaled statement indicating that,to the best of my knowledge,belief and profession?judgment those portions ofdte project outlined above meet the intent of the Florida Building C`.ode and arc in substantial accordance with the approval plans. Enginotr/Architect f�04i — Nam _. JOHN H. BUSCHER, P.E. I )ad and settled Prim Consulting Engineer — Address DC as 41844 (Sir ucturao 4404 SW 139th Court Miami, FL 33175 Tel. (305) 554-9170 Too lz sgtae 6ZCZgl EiSOi Wd r9:60 9TOZ 90, Til GOLDEN ELEVATOR IFT . > Uc�va�L ranro aEwew J THIS CON37R11CTION FVVS BEEN DESIGN ASA MAIN N N(FORCE RESISTING SYSTEM.WIRN CALCULATED GRAVITY AND WIND L LOADS IN COMPLIANCE Wlhi THE R SUILOM CC 20/0.SECTION 1�.ADM 2003.AND ASCEW 7.10"MINIMUM DESK LOADS FOR BUILDINGS AND OTHER TO N"TN.'STAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIC SPE OF 170 MPH.E> V'.R (CATE L A�OLD/.iA7DER3 CONSULTING ENGIJEEAS HAS NO R.'ONTR01. THE 1 D MANLACi1R9PNJ.PERFORMANCE,OR STALCATW71 CF 1HIS PST.THESE GENERIC DESK3N FEATURES WERE Etdt ACCORDANCEWRHACCEPTEDE RMKGPRACRCESSASEDCNJDATAPROWDEDBY7HEMAWUFAMMTHiSSTRUCTCI REWEWISLROTEDTOTFI:PPoMARY ANDCCOKECTIONSMOISNOTOJTENDEDTOCIASRMECF faOELECTR COMPONENTS THESEOESIGNPEA ARE BASED Nt8TRUCTUAALCW.CUAATWNS.TTIEDSIRUCROMCALCULATIONS I ELEVATOR'WHICH CONTAIN DE REOtMiMENTS AND CRITEMAND�.RE AVAILABLE UPON REQUEST.THE 90 H G LIPS DEPICTED BY THESE DESIGN FEA S AND REvoiD CW.C(IATiONS WE9E ENGIEEREOAS MANUFACTURED PRODUC FOR NON-SITE SPECIFIC USE AND NOT DED TO OC VT�181 fE SPECIFIC OONOITIONS.SITE SPECIFIC DESIGN 3HN.L BE PERFOl�,1ED8YAROWOAfG131E PROFESMONA_E'VCQNEERASiOWfDTOVEPoFYTHE DESIGN AEQtAREMENTSAPIO LIMITATIONS LISTED IN THE CAL.GAATION:7 AI:I£MET. Art&UBatbme CareuMrg Elginaere. Ce0aere of A1albrizalon 9431 12651 McGregor BW..Bldg.1.Sine 103. Myers,FL 339.9 J L SANDERS.P.E. Date' &*:239.297.3689 F=239,W-2771 Reg.FbrWa NO.98361 F SI NATURE PKLT/AUD WITHOUT RAISED SEAL 2 3 4 0x3-1 4 LG. A STAINLESS STEEL REDHEAD WEDGE ANCHOR BOLTS t, EDGE DISTANCE OF BOLTS PER ACI �• 4 (3)3/4"0 STAINLESS E STEEL THRU-BOLTS TYPICAL VERTICAL LING TYPICA HORIZONTAL CONNECTION TO WO( (NOT SHOWN) CONNECTION T`0 PILE OR HORIZONTAL INCLINE MOUNT OR VERTICAL MOUNT CONCR EETE SEAWALL WOOD DECK FRAMIN( NOTE:THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 170 PH,EXPOI;;UAE'D',RISK CATEGORY I,CALCULATED PER FLORIDA BUILDING CODE 2010,ASCE/SEI 7-10 AND ADM-2006. BOATS SHALL NOT BE STORED ON LIFTS NG HIGH`WIND EVENTS. ALL PRIMARY STRUCTURAL MEMBERS ARE TO BE 6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING MATERIAL. SUMMARY OF DESIGN FEAT RES 0 0 0 0 0 o a _D o UFT CRADLE TRACK BOARDS CABLE TRACK GUIDE POST DR WINDER GEAR MOTOR INUCFH.I.ESO CAPACITY I-BEAM I-BEAM FEET SIZE SPREAD HEIGHT ERGSSHA 7 DA RATIO HPNOLTAGE MIN. 2 6Hx.19 �,• 3.00019 (a)W x.29 x (2�W x 3S {2)S/16"fb • • • ••yr 314 HP •• ••• 7'LG((�� x 26 LG. x 20'S.S. s • 12OV/2OA • 4.03#/FT @ 6.18#/FT 2 PART p •• • pV/10A • THRU •�••• .11 • • • 5,0000 (2)8 H x.23 (2�S H x 25 10' • .000# ••• & SWx,35 Wx.41 (2)`'/16'0 ••••• 7,000# x 8'LG. x 26 L.G. (2)2 x 8 x 30'S.S. •(2)3&4 HP • @ 8.18#/FT @ 7.02#/Ff x 144 2 PART ••••• • •••(7000# i• ••i3 112' ROUGH SO' ••• (2)9Hx.27 (2)9Hx.27 SAWN > ••• ••• •• ••• 10,000# 5.5 W x.44 b.5 W x.44 CARPETED (2)300 • • • • x 8'LG. x 26 I.G. x 36 S.S. @ 8.36#/FT @ 6.38#!Ff •• • •)314 HP •• ••• 2 PART T 8HRU •1'••• • 12OV120A • •ii$ • (2)10 H x.25 (2)10 H x.25 t 1' NIIt • *40V/1 OA •• •i• 12000# 6wx.41 6wx.a1 • •••• XV I.G. x25 LG. @ 8.65#/FT ®8.65#/FT (2)3" j r� •• • i•Poo:i y) ) x 38'S.S. �?• • ••• • 9, (6Wx.� {28Wx.50 3PART , • • 15.000# x 10 LG @ x 25'LG CO 4�:1 10.3#/FT 10.3#JFr- ? i e1 (2)3x10 $ (2)12 H x29 (22 12 H x.29 x 192 IT (r� (2)1 HP 17,000# 7 W x.47 7 W x.47 ROUGH THRU 12OV/20A x 10' LG. x 26 LG. SAWNi4' x @ 11.7#/Fr @ 11.70/-7 CARPETED (2)M,0 0 24OV/1 OA x 50'S.S. d 6.75° (2 12 H x.31 ( 12 H x.31 4 PART �Wx.62 7Wx.62 20.E X11,LG. x26 LG. 120' @ 14.3#/Fr @ 14.3#Fr v 110 H x.29 (4)10 H x 29 24,000# W x.50 6 W x 50 {2)7/18 0 (2)1.5 HP x 10'LG. x25' LG(� 12�'W x 38 4 PAS' 12OW20A s• @ 10.3#/FT 10.3#JhT x 25'L.G. 10 10 240VJi0A CAPPED THRU (4�12 H x.31 (4 12 H x.31 WITH (2)112'0 16 li!! 30.0000 x1iXLG WX.6 WC�ARDP x55'S.S. tv (2)2HP Cs1 14.3#/FT 014.30/-7 4 PART � 24OVJ10AA 6.75' , I I L Golden Manufacturing,Inc. 17611 East Street, North Fort Mye Florida"3917 Pub 022714 ~ , Moretti_Ggno_Margofis_Seawan Repair and_Wood_Dock_Repair xmcd Design of Replacement Wood Dock p The following calculations for gravity loading are in accordance with the Florida Building Code 2014 Edition, and SPIB Southern Pine Reference Design Values Effective June 1, 2013. 1. Design Dock Gravity Loads a) Dock Dead Loads: 2x6 S.Pine Wood decking Wdeck:= 4.5 psf. 3 x 8 S4S joists at 24" o.c. wjolst 2.5 psf. Dock Dead Load : Wdock_dl Wdeck+ wjolst wdock_dl=7.00 psf• b) Dock Live Load : w11:= 50.0 psf. c) Combined Dock Dead and Live Load Wdl II Wdock_dl + WII wdl 11=57.00 psf. Soso • • SSSS SSSS•• • • • • .:*0:969 SSSS•• • • SSSS•• SSSS•• • • • SSSS•• 0000 • • • • • • SSSS•• SSSS S • SSS• • • SSSS•• • ••• SSSS• • • • • • •• •• •• • •SSSS • • •••••• • • • • • • S••••• 0000•• • • • . • • • • • SSSS•• 00 0 John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 1 4404 SW 139th Court Jan.5,2015 Miami FL 33175 Page 1 of 17 i Tel(305)-554-9170 Check Dock Decking, Joists, headers and Connections to piling at 6'-0"wide access dock section. A. Check 2 x 4 SP #1 Wood Decking Wood Decking: For continuous spans over wood joists at 24" o.c. max carrying 50 psf live load, OK by insp. B. Check 3 x 8 P.T. joists: s:= 24 in. max. wdi ii=57.00 psf. Ljoist:= 11.33 ft., max. clear Lcant •5 ft wjoist n(wdi_ )' s 12 f wjolst=114.00 plf. Ljoist Riedger wjoist' Rodger odger=645.81 lbs. 2 R ,- w Now+ Lcant) –704.07 lbs. header•- foist'— Rheader- 2'Ljoist Ljoist 2 Mjoist wjoist' 8 Mjoist=1829.26 ft4bs. Check Joist size for Southern Pine No 2 dense C,:= 1.15 Cm f„:_ .97 Cm fb:_ .85 Moment= Mjoist = 1829.26 ft.-lbs Fb:= 1050 psi. F,:= 175 psi. er Ried9 = 645.81 lbs. Sreq _ Mioist'12 Areq - 1.5•Redger - Fb'Cr'Cm fb Fv'Cm tv 0000 S1ey=21.39 in3 Ares�5.7.4. *••iris ••••�• •• 0 . • • 0000.. Select 3 x 8 S4S Sprov:= 21.9 in3, OK Apr v!A OW.13 int, OK 0000.0 • Check foist for Max. Deflection, A . . :•••:• ' 0000 . 0000. I rov 79.39 in° E - 1600000 C 0.9 �' •0 '�' p w•- mE:= •• •• •• • 0000•• 0000•• • • • wjoist \4 • • • � 5 12 '(Ljoist•12 L 12 :000:0 0000.. job. Ajst:_ Ajst=0.37 in. < =0.38 '.. :in, 0A.--- • :0000 384•Ew•CmE'Iprov 360 ' ' ' John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural / 1301 NE 100th Street PE#41844 Sg Miami Shores,FL 33138 4404 SW 139th Court Jan.5,2015 Miami FL 33175 Page 2 of 17 Tel(305)-554-9170 C. Check 3 x 12 Headers spanning 6.0 ft max. between 12" piles Lhdr 6.0 ft AT ACCESS WALKWAY • Wdi_II=57.00 psf. Wbm 10.0 plf• Lhdr:= 6.0 ft. Lcant 0.0 ft. {Ljoist+ .5� 2 Whdr Wdl II' wbm Whdr=362.03 Of. 2'Ljoist Lhdr RI Whdr' 2 Ri=1086.10 lbs. Lhdr 2 Mhdr Whdr* 8 Mhdr=1629.15 ft-lbs. <—controls Lcant 2 Mcant Whdr' 2 mcant=0.00 ft-Ibs. Determine Header beam size for Southern Pine No 2 dense mhdr= 1629.15 ft.-lbs Fb:= 800 psi. F,:= 175 psi. Ew:= 1.6.106 psi. RI =1086.10 lbs. g Mhdr'12 1.5•Ri Fb'Cm tb AmQ Fv-Cm fv Select -3 x 12 S4S; Sreq =28.75 in3 Afeq =9.60 int for minimum section. Sprov 52.73 in3, OK Aprov 28.13 ina, OK Check Header Beam Section for Max. Deflection •••• Max. Deflection due to Whdr=362.03 plf. . '....' ...... Iprov:= 296.6 in4 ...... :..... ....:. •.•••• • Whdr "" ' ' • 5' '(Lhdr•12)4 '...•' :•.... ..... 12 Lhdr'12 ...... ... ..:.. whdr Ahdr=0.02 in. < =O�Q . min,* • . 384•Ew'CmE'Iprov 360 ". ' ���•�� Therefore, a 3 x 12 S4S header beam may be used. • ' """ John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores,FL 33138 4404 SW 139th Court �` ,/ Jan.5,2015 Miami FL 331751c, Page 3 of 17 Tel(305)-554-9170 'Check header connection at 12"diameter min.timber piles For 2- 3/4" diam. thru-bolts in single shear• b:= 2.5 in. d:= 11.25 in. doff:= 9.25 in. and 1 -3 x 12 beam loaded perpendicular to grain: loaded_edge_dist:= 3.0 in. min a) Check capacity of wood unloaded_edge_dist:= 2.0 in. min bolt spacing:= 6.0 in, min. (3-RI) d end_dist:= 4.0 in. Co:= 1.0 fv 2•b•d d eff eff fv=85.68 psi., Fv•Cm tv'CA= 169.75 psi. > fv=85.68 psi., OK b) Check capacity of 3/4" diam. thru-bolts. is:= 2,5 in. tri,:= 7.5 in. (min.) G:= 0.55 Zs_l.rn:= 810 lbs/bolt. Cm_bolt:= 0.70 Va110w 2'Zs_Perp•Cm_bolt Vallow= 1134.00 IbS. > RI=1086.10 Ibs., OK. Check 3 x 6 S4S PT wood ledger with 5/8"diam. adhesive anchors spaced at sbolt:= 12.0 in. Check Joist size : Cr:= 1.0 CD:= 1.0 Fb:= 1050 psi. Fv:= 175 psi. h:= 5.5 in doff:= 2.75 in. $bolt C L)olst� _ Wldgr' _ 1.5 w h Wldgr Wdl2_W 412 idgr' Sreq A r wIdgr 322.91 plf. Fb Cr C"' tb'CD Fv'Cm iv•CD'tdeff) Select 3 x 6 S4S Sreq=0.09 in3 Ares=6.71 iIW�foe SP #2 Dense Sprov:= 12.6 in-, OK Aprov:= 18!75' in',;0000* a.QIP;. Check capacity of 1/2" diam. "Simpson" 1/2"diam. "Titen" concrete anchors sp� ��� Wbdat 1Zo." max apd . with 4" min. embedment into concrete to support 3 x 6" PT wood ledger which in turcquiesstrinwers .....• . .•. ..... of Idr= . w g 32291 plf. � 00 � Zs-perp 520 lbs/bolt. Crr bolt:= 0.70 is:= 2.5 in. ' ' :...:. ••••:• S Vallow Z > WId r pe p•Cmblt Vallw=364.00 lbs. '•=•13•2291 OK 12 12 �••••: Vallow con, 1057 lbs allowable shear on seawall, O.K John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court Jan.5, 2015 Miami FL 33175 Page 4 of 17 Tel(305)-554-9170 Check Dock Decking, Joists, headers and Connections to piling at 12'-4" x 14'-0" platform dock section. A. Check 2 x 4 SP #1 Wood Decking Wood Decking: For continuous spans over wood joists at 24"o.c. carrying 50 psf live load, OK by insp. B. Check 3 x 8 P.T. joists: a:= 24 in. max. wdi_ii=57.00 psf. Ljolst:= 11.33 ft., max. clear Lcant:= .5 ft Wjoist (WdI-II)-( S 12) wjoist=114.00 plf. Ljolst Pledger --joist. 2 Riedger=645.81 lbs. (Ljolst+ Lssnt)2 Rheader --joist' 2•Ljolst Rheader=704.07 lbs. Lj 2 oast�= Mj noist' 8 t Mjolst=1829.26 ft-lbs. Check Joist size for Southern Pine No 2 dense Cr:= 1.15 Cm_N:= .97 C":=:= .85 Moment= Mjolst=1829.26 ft.-lbs Fb:= 1050 psi. F„:= 175 psi. Rledger=645.81 lbs. Srey;= Mjoist'12 Ares 1.5•Rledger Fb'Cr'Cm fb Fv'Cm fv 0000 Sroy =21.39 in3 Amy = 5.71 : •••in2 '....� ...•�• Select 3 x 8 S4S Sprov 21.9 in3, OK Aprov 18.13000:0M2, OK�•�• •••"' 00.00• • Check ioist for Max. Deflection, 0 0.00 • • 0000 • 000.0 Iprov = 79.39 in4 • • • • Ew 1600000 CmE 0.9 •• �•••� •• •• • 0090:0 Wjoist s • . . 00 0•0• •• • ••••• •• 5' (Ljolt•12`4 :•••:• :•••• 12 Ljoist'12 • Ojin. < =0.3jst= O.K..... 384E 'CmE'1prov 360 : •• • John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 , Miami Shores,FL 33138 1 4404 SW 139th Court "It \ , Jan.5,2015 Miami FL 33175 ` J Page 5 of 17 Tel(305)-554-9170 C. 'Check 3 x 12 Headers spanning 8.0 ft max. between outboard 12" piles Ljoist:= 11.33 ft AT TERMINAL DOCK 4 wdi ii=57.00 psf. wb,:= 10.0 plf. Lhdr:= 8.0 ft. Lcant:= 0.0 ft. 2 whdr:= wdUil' Ljoist+ .5) +wbm whdr=362.03 plf. 2•Ljoist Lhdr R:= whdr' 2 Ri=1448.14 lbs. Lhdr 2 Mhdr-- whdr8 Mhdr=2896.27 ft-lbs. <—controls Lcant 2 Mcant:= whdr' 2 McaM=0.00 ft-lbs. Determine Header beam size for Southem Pine No 2 Dense Mhdr=2896.27 ft.-lbs Fb= 800 psi. Fv:= 175 psi. EW= 1.6.106 psi. Mhdr-12 1.5 Ri Ri =1448.14 lbs. Sreq:= Areq Fb'Cm_fb Fv'Cm fv Select 3 x 12 S4S; Sreq=51.11 in3 Afeq=12.80 int for minimum section. Sprov:= 52.73 in3, OK A►prov:= 28.13 int, OK Check Header Beam Section for Max. Deflection . 0000 Max. Deflection due to whdr=362.03 plf. ••• 0000•• ••••�• 0000•. • 1prov:= 296.6 ina 090*9• • •999.9 0000•• • • • 0000•• whdr ••0000 :000:9 • .• 5• '(Lhdr•12)4, 0000 • 00:406 12 Lhdr 12 ••••0• • 000 00000 Ohdr:= 3840E Ahdr=0.08 in. < _A2700 18�• : ••9•:• w'C mE'I Prov 360 00000• • •• Therefore, a 3 x 12 S4S header beam may be used. • • :•••�• •••�•• • • • 0000•• .9 • 0000 9 • John H.Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 1 4404 SW 139th Court V9 Jan.5,2015 Miami FL 33175 Page 6 of 17 Tel (305)-554-9170 Check header connection at 12"diameter min.timber piles For 2- 3/4" diam. thru-bolts in single shear, b:= 2.5 in. d:= 11.25 in. den:= 9.25 in. and 1 -3 x 12 beam loaded perpendicular to grain; loaded_edge dist:= 3.0 in. min a) Check capacity of wood unloaded_edge_dist:= 2.0 in. min bolt spacing:= 3.0 in. min. (3'�� d end— dist:= 3.0 in. Co:= 1.0 fy:= 2 b eff d eff d f„= 114.24 psi., F„•C,,, f,.Ca = 169.75 psi. > f„= 114.24 psi., OK b) Check capacity of 3/4" diam. thru-bolts. is:= 2.5 in. tm:= 7.5 in. (min.) G:= 0.55 r',_perp:- $1C lbs/bolt. Cm bolt 0.7Y Vallow 22s-perp-Cm-bolt Vallow=1134.00 lbs. < RI=1448.14 lbs., NG. therefore,Add 3" x 3"x 3/8" x 0'-6" long 6061-T6 aluminum seat angle under header to support load, with 2-3/4" diam. thru-bolt thru vertical leg and wood pile is:= 0.25 n. tm:= 7.5 in. min Zs_par:= 1740 lbs/bolt Vallow 22s-perp-Cm-bolt+ Zs_par-Ca bolt Vallow=2352.00 lbs. > Rl=1448.14 lbs., OK. . . .... ...... 6666•• • 6666•• • 6666•• • 6666•• • • • 6666•• 6666 • • • • • • 6666•• 909• • 6666• 60.99• • •0• 6406 • •090•• • • • • • • •9060• • • • ••0000 •• • 6666 • • John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural ! 1301 NE 100th Street PE#41844 //--f� Miami Shores,FL 33138 4404 SW 139th Court Jan.5,2015 Miami FL 33175 Page 7 of 17 Tel(305)-554-9170 Check Maximum Pile Loading for 12" Diameter min. CCA S.Pine Wood Pile Fa:= 1200 psi d:= 12.0 in. CF:= 1.0 Csp:= 0.80 Cu:= 1.0 Fc:= Fa•CF•Csp•Cu•CD Fc=960.00 Leff:= 10+ 2)•2 Lee=32.00 ft. for 12'min embedment depth below berm KCE:= 0.3 Eplle:= 1.5.106 psi c:= 0.85 for round timber piles FcE KcE•EpileFcE=439.45 psi CLeff•121 2 d J 2 1 + FcE 1 + FcE FcE C Fc - Fc - Fc C =0.41 p 2•c I 2•c c p Combined Dock Dead and Live Load. : wdi n wdockdi+ W11 wdi a=57.00 psf. Atrib:= 7.0•12.52 Amb=43.75 sf at interior dock pile wdl II'Atrib Ppile 1000d2 Fc•Cp• �c•— Ppile=2.49 kips max axial loading for wood dock pile << 4 =44.94 kips 1000 allowable wood capacity Pile driving formula. Per FBC 1822.1.1 and FBC 1822.2. for 15 ton min allowable load For Drop Hammer, 4000 Ib minimum with 6'drop, per FBC 1822.1.18 P:= 20000 lbs, allowable total load, in pounds .•. •••• ••••;• W:= 4000 lbs, weight of striking hammer, in pounds ...... :""' ....:. h:= 6.0 ft., height of fall of striking part of hammer, in feet :••••: S:= 2.6 in., average penetration per blow of the last 5 blows •••• ••••• ...... . ... ..... 5S =13.00 in, total pentration of five final blows ..'..' ...... 2•W•h P : .. % Drop Hammer Formula P:= P =30000.00 lbs, allowable =1 .00 Tom&,46wable .. S— 1 2000: . . ' :....: .. . Pile Driving Lou to be kept for each wood pile driven per FBC 1822.1.20 John H.Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 J Miami Shores, FL 33138 4404 SW 139th Court ��' Jan.5,2015 Miami FL 33175 Page 8 of 17 Tel(305)-554-9170 Design Seawall repair to retain 4.0 feet of dry soil fill, plus 2.0 feet of saturated soil fill Provide New King Piles andVertical King Piles to Retain existing precast concrete bulkhead panels. ande xisting"T" Pile King Piles at 10.0"o/c approx for overturning support for wall. Existing wall is stable, ' therefore let new batter piles carry 100% of existing retained soil pressure A. Determine seawall retained soil characteristics and describe seawall asometrv: 1) Soil Characteristics For soil described as silty sand-gravel mix of medium density,ASTM classification GM Soil weight, dry or moist -Y:= 110 psf. Water weight 7H20:= 62.4 psf. Soil weight, submerged -Yprlme:= 50 psf Friction angle, internal k soil:= 30 degrees ( 2 Coeff. of active earth pressure(gravel/sand mix)ka tan+ 4 360 it �) ka =0.33 2 Coeff. of passive earth pressure kp:= tan 'r + "Oil kp=3.00 4 360 S F fn-Oncciym rrare,�re C- . _ ., r 0000.,. vg:- v. Allowable passive earth pressure Kp arrow ^fprj=-kp Kp arrow=160.00 per foot of depth for saturated soil 2) Seawall Geometry Height of seawall (top of cap to top of berm) Hwall:= 6.5 ft. Distance from top of cap to fill grade dflll:= 0.5 ft. Height of retained fill Hf Hwall-dflnt Hf=6.00 ft. Pile height ( top of pile to top of berm) Ha = Hwail-1.0 Ha =5.50 ft. Pile spacing ( horiz. centerline spacing) Sa:= 11.00 ft. max. Concrete Pile embedment depth D:= 12.0 ft. '••• . . 0000 0000.. (top of berm to bottom of pile) 0000.. 0000.. 0000.. Eff. pile embedment depth (for design) Dog:= D �;.Qeif=1.2.0p fte 0000 0000.. Wa I I slab em bean ent depth •••••• (top of berm to bottom of slab) Dwall:= 1.0 tt••• 04:00" .. .. .. . 0000.. Mean Low Water height (above top of berm) Hmlw:= 2.0 ft! • • . . . . 0000.. 0000% Unbalanced water height above mean low water H,:= 2.75 ;ft..•. ;...�; .. . 0000 John H.Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 J Miami Shores,FL 33138 4404 SW 139th Court Jan.5,2015 Miami FL 33175 J Page 9 of 17 Tel (305)-554-9170 B)• Determine bulkhead forces, and action line distances v,, above top of berm for design of new seawall cap and batter pile: a) Force due to surcharge on inside face of seawall qsur;= 0 qsurHf Fsur 1000 Hf Fsur=0 kips/ft. Ysur:= 2 b) Forces due to dry/moist backfill on inside face of seawall -1 (Hf- Hmlw)2 Hf-Hmlw Fry1ka.1000 2 F.y1 =0.29 kips/ft. Y y1 Hmlw+ 3 F 72= k ' �Hf-Hmlw 'Hmlw F,y2=0.29 kips/ft. y 2 _ HZIw 1000 c) Forces due to unbalanced water pressure on inside face of seawall 'Y'11-120H 2 2o u Hu F-yH201:= 1000 2 F•yH2O1 =0.24 kips/ft. Y yH2a1 Hmiw+ 3 11-120 r � 0. . Hmlw FryH2O2�= uH34 kips/ft.' mlw F�H2O2= �/ftY7H2O2�_ 1000 tH 2 d) Force due to submerged backfill on inside face of seawall F.yprlmo.— ka' 7 2 prime Hmlw Hmlw 1000 2 FIprime=0.03 kips/ft. y,ypNme 3 e) Total Horizontal Force transmitted on back of panels per foot of wall Ftotal:= (Fsur+ F,y1 + F,(2+ F-IH2O1+ F•yH2O2+ F-yprime) Ftotal=1.20 kips/ft 0000 f) Total Horizontal Force transmitted on back of panels at each pile •••••• •••••• F - �F + F + F + F + F + F � S •X• -1148•:•kips •. H_tile•— sur 71 ^i2 yH2O1 yH2O2 7prime ' a 00"a` 0 •••••• • g) Maximum Allowable Force due to passive earth pressure on outside face of 12',#sl�'s pile •• 0000.. G 2.00 Safety factor for stability •••• ••••• Gs = Y Y SA:= 2.0 single pile factor 0000.. ... ..;•.• 2 .. .. .. 0000.. kp "11prime Doff ).SA �..�.� . .• F,ypnme p' Gs 1000 2 SY'1prime-p•= 3 y7p.jme_..?_ •�Q••:: .•.••• FH•�sile •••• F.yprime-p= 10.80 kips/pile > 2 =6,60 kips, OK John H.Buscher,PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores,FL 33138 4404 SW 139th Court % Jan.5,2015 Miami FL 33175 Page 10 of 17 Tel (305)-554-9170 C)• Determine Uniform Horizontal Loading on Concrete Cap Beam and Horiz. Force on Batter pile Take Moments about Design Centroid Point of Passive Earth pressure; b . at face of precast concrete wall slabolle: a) Moment due to surcharge on inside face of seawall slab Msur:= Fsur'(-Y-Yprime_p+ Ysur) Msur=0.00 ft-kips/ft. b) Moments due to dry/moist backfill on inside face of seawall slab M-y1 := F71'(-Y7prime—p+ Y71) M.y1 =2.15 ft-kips/ft. M,12:= Fj2'(—Y-yprime_p+Y-y2) M72= 1.47 ft-kips/ft. c) Moments due to unbalanced water pressure on inside face of seawall slab. M-yH2O1:= FIYH201'(—Y-yprime_p+Y-IH2O1) M yH2O1 =1.63 ft-kips/ft. MryH2O2:= F-jA202*(—Y-jprime—p+ Y yH2O2) M yH2O2=1.72 ft-kips/ft. d) Moment due to submerged backfill on inside face of seawall slab Mryprime:= F-yprlme'(-Y-yprime-P+Yryprime) Kyprime=0.16 ft-kips/ft. e) Sum of Moments due to pressures on inside face of seawall slab, about point b: Msum:= Msur+ M,y1 + M,y2+ M-jH2O1 + M-jH2O2+ M-yprime Msum =7.12 ft-kips/ft. f) Horizontal Loading Along New Concrete Cap Beam consider 100% of existlna retained load, w wMsum h:= wh=0.75 klf. •.• '.••.' .•..�. —Y-yprime_p+ Ha •• • i•••i• •• •••••• • •••••• • g) _Horiz. Reaction on New Batter Pile, for Pile Spacing Sa=11.00,,,,•ft. •• �••••� New Batter pile to take 100% of total lateral load: 0000•• ;••••• ••••• 0000.• 0000 0000. Freqd:= [(I)-w'-S.] Fregd=8.25 kips. horizonfa' Oce on $after pile 000::0 0000.. • . . • . 0000.. .. 0000 John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 �\ Miami Shores, FL 33138 4404 SW 139th Court Jan.5,2015 Miami FL 33175 Page 11 of 17 Tel(305)-554-9170 D1) Determine Required Concrete Cap Beam Size and Reinforcing at typical span: Sa=11.00 ft. a) Maximum Shear and Bending Moment, assume 2 span cont.: S. Vu:= 1.15.1.7•wh• 2a V„=8.06 kips. Mu:= 1.7•wh•$ M„=19.27 ft-kips. b) Check longditudinal steel and shear steel in cap beam for horizontal loading: beam size is 36"wide x 20"deep with 5#5's top and bottom eq.spaced fu = 5000 psi. fy:= 60000 psi. b:= 20 in. w:= 36 in. +flex:= 0.9 +shear 0.85 dfac,:= w-4.0 in. , to provide 3"cover (min) on #3 ties. dfacq=32.00 in. +shear +Vc:_ 1000 •2•�•b•dface 4)Vc=76.93 kips fisc 2 =38.47 kips. < Vu=8.06 kips, therefore no shear reinforcement is required. however, provide#3 closed ties at 12"o.c.for transverse crack control., and 2#3 closed ties on each side of each new batter pile 2 Mu.12000 Aface b'dtace.fc— (b.dface'f,) —2.b-f,. 4418Xs req — fY Afaces ,.eq=0.13 ina As bar:= 0.31 in.2lbar Afaces-prov= 3•As_bar Afaces•prov=0.93 in.2 Afaces_,.aq=0.13 int OK for 4#5's top and bottom; plus 2#5's Intermediate consider out board bars to resist horiz. bending. . . .... ...... ...... . ...... .... . ..... ...... . ... ..... .. .. .. . ...... . . . . ....% John H.Buscher,PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 Miami Shores,FL 33138 4404 SW 139th Court �� Jan.5,2015 Miami FL 33175 Page 12 of 17 Tel(305)-554-9170 E1) 'Determine Req'd Axial Load Capacity In 4:12 Batter Pile, for new pile to carry 100%of late load 0.5 Fregd=8.25 kips Rise:= 12 in. Batter:= 4.0 in. Dlag:_ ((Rise2+ Batter 2/} Diag=12.65 in. Pregd:_ Rise •Freed Pregd=24.74 kips Batter Tonsregd-- P eqd Tonsreqd=12.37 tons < Tonsallow:= 25 tons, per FBC, for 12" x 12" pile 0.K. Determine_ Required Tension to be developed in steel kinsapile strands and add'I rebar dowels embedded in each vertical king pile and wall: 10.5 Diag:= `Rise 2 2J+ Batter Diag=12.65 in. Tu reed:= 1.7 12 •Pregd Tu_regd=39.90 kips 40:= 0.9 Fy:= 60 ksi Diag Wpanel:_ •15•.67.7.0•Sa Wpanel=7.74 kips Wcap:_ .15.36.2 6.20 Sa Wcap=8.25 kips Wpile:_ •15.1.1.8.0 Wpile=1.20 kips Tu_strand r®qd:= 1.7 12 •Pregd—1.4Wpanei+•Wcap) Tu strand_regd=17.51 kips Diag fps:= 270 ksi fse:= 0.7•fp,. la fuu= (fps-3'fse)'2 10-full=72.00 in. Astrand:= 0.153 for 1/2 270 ksi strand Id:= 12 in. strand embedment in cap Id Tn strand_prov= (�'Astrand'fse' 4 Id full Tn_strand_prov= 17.35 kips < Tu strand_regd=17.51 kips, , Provide addl reinf dowels in king pile •••• . . 0000 0000.. 000000 0000.. . 0000.. 0000.. 000000 0000 0 0 000000 0000 . 00000 0000.. 0000 0000. *Goes 0 0... :00:0: . . .000.0 0 0 0000.. 00 0 0000 . . John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Clgno-Margoils Residence Structural 1301 NE 100th Street PE#41844 \ Miami Shores,FL 33138 4404 SW 139th Court Jan.5,2015 Miami FL 33175 i Page 13 of 17 Tel (305)-554-9170 Determine Required Tension to be developed In new steel rebar dowels embedded In each vertical king pile and wall: • Tu_dowel_regd Tu_strand_regd -Tn strand-►rov Tu_dowet regd =0.16 kips Per Hilti Product Technical Guide/2000"Hilti" HY 100" Injection Adhesive Anchor System, 4.2.2 Table on page 70, Ultimate Bond Strength and Steel Strength for Rebar in Concrete Minimum embedment in 5000 psi concrete to develop Grade 60#6 Rebar Yield Strength= 8.0 in. Abar:= 0.44 for#6 rebar dowel Abar•Fy=26.40 kips yield strength<—controls Ar,ba, bond 37.885 kips Asbar 0.44 for#6 rebar dowel A6bar•Fy=26.40 kips yield strength Tn_prov (4'A6bar'Fy'1) Tnsrov=23.76 kips/for 1 #6 dowel with 10" min. > Tu_dowel_regd =0.16 kips, 0.K epoxy embedment into batter pile, Therefore, in addition to 4-1/2"diam. strand in top of existing king pile, provide 1#6 Hooked Dowel, with 10" min. epoxy embedment Into king pile Pile driving formula. Per FBC 1822.1.1 and FBC 1822.2 for 25 ton min allowable load For Drop Hammer, 4000 Ib minimum with 6'drop, per FBC 1822.1.18 P:= 50000 lbs, allowable total load, in pounds W:= 5000 lbs, weight of striking hammer, in pounds h:= 6.0 ft., height of fall of striking part of hammer, in feet S:= 2.20 in., average penetration per blow of the last 5 blows 5S =11.00 in, total pentration of five final blows 4444 Drop Hammer Formula p:= W.h P=50000,00 lbs, allowable P25.00 Ton?,0WWable 4444.. S- 1 2000 ••4• ; 0 0 4444.. Pile Drivina Lou to be kept for each pile driven per FBC 1822.1.20 09 9 0" 4444.. 444-44 4444 4444.. 4444 . 44444 4444.. 4444 4444. 0 . 4444 ..4 4444.. 00 . . . . 40006. 4444.. . . 444444 44 . 4444 9.0 John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural / 1301 NE 100th Street PE#41844 Miami Shores, FL 33138 4404 SW 139th Court Vs Jan.5,2015 Miami FL 33175 `f Page 14 of 17 Tel (305)-554-9170 Check lateral shear in cap beam from seawall panel combined with transfer shear to resist compression of new batter pile Sa Vu-panel:= 1.15.1.7•wn' Vu-panel=8.06 kips, horizontally. 2 Cu-pile:= 1.5 12 'Pregd Cu_pile=35.20 kips Diag Vu_pile:= Cu_pite Vu_pile=35.20 kips vertically at each side of batter pile Vu_comb:= Vu_panel2 + Vu_P1 1 e2 Vu comb=36.11 kips fc:= 5000 psi. fy:= 60000 psi. b:= 36 in. t:= 20 in. 419�r:= 0.85 d:= t-4.0 in. , to provide T'cover (min) on #3 ties. d=16.00 in. -0shear (�Vc:_ 1000 •2•�•b•d 4pVc=69.24 kips 4)Vc =34.62 kips. < Vu comb=36.11 kips, therefore shear reinforcement is required. 2 provide 2#3 closed ties at each side of each batter pile. cbVs tie:= 15.0 kips/tie 4)Vs-prov:= cpVs ee•2 09_prov=30.00 kips On:= 4)vc + Os-prov 4)Vn=99.24 kips. > Vu_comb=36.11 kips, therefore O.K. •••••• • •••••• • •••• • ••••• •••••• • ••• ••••• • • • • • •••••• John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural 1301 NE 100th Street PE#41844 1 Miami Shores,FL 33138 4404 SW 139th Court / Jan.5,2015 Miami FL 33175 Page 15 of 17 Tel (305)-554-9170 • Cbnsiderina the eccentricity between front batter pile and rear Kina Pile, determine required steel reinforcina at bottom face of cap beam : to resist upward moment induced by eccentricity ecc:_ .25 ft, cl of batter pile to cl of king pile max C„_Pl1e=35.20 kips Mu ecc Cu_PIIe•ecc mu-sec=8.80 ft/kips b,ff:= 32 inches, consider W to left and right of pile location d:= 20 -4 d = 16.00 in := 0.85 fc:= 5000 psi. fY 40000 psi. for#3 ties bell-d•fc- (beff•d-fc)2-2.bee.fc.Mu ecc•12000 Abot -req:= f Y flex Abot$_req=0.18 int A3 bar 0.11 in.2/bar Abot$erov 4.A3-bar Abotg_Proy=0.44 in.2 OK for 2#3 closed ties at each side of pile location. 0000•• • •000.0 • 0000•• • • • e0•••• •096 • • • • • • 0000•• 0000 • ••••6 0000•• • ••• 0000• •• •• •• • 0000•• • ••969• • • • • • • 0000•• •900•• • • • •0906• John H. Buscher, PE Seawall Repair and Consulting Engineers Wood Dock Repair at Cigno-Margolis Residence Structural / 1301 NE 100th Street PE#41844 /` Miami Shone,FL 33138 4404 SW 139th Court 1 Jan.5,2015 Miami FL 33175 ` Page 16 of 17 Tel (305)-554-9170 F)Determine Soil Friction on wall, and Dead Load of Existing Wall and New Cap to Determine Required Tensile Capacity of New King Pile to resist uplift induced by Newbatter pile ' Friction on Existing Wall due to dry/moist backfill on inside face of seawall WUl:= 0.3 'Y (Hf— Hmlw) 2 F-111000 2 Fye =0.29 kips/ft. V,yi = }lfril•F,yI Vyj =0.09 kips/ft. F,12:= ka- " .(Hf- Hmlw)-Hmlw Fye=0.29 kips/ft. V-y2 irfiln•F y2 V.y2=0.09 kips/ft. 1000 Dead Load of New Cap 20" x 36". Exist 8" Panel and Exist 12 x12 x 25'king pile. 8.0 Dl-panel92 •7.0•Sa•.15 DLpanel=7.70 kips over Sa=11.00 ft. 20-36-Sa DLoap:= 144 •.15 DLCap=8.25 kips over S$= 11.00 ft. DLpile:= 12.12144 •(.15.4+ .085.14) DLplia=1.79 kips DLprov= DLpanel+ Dl-cap+ DI-pile DLprov=17.74 kips over Sa=11.00 ft. With safety factor against uplift/overtuming: SF:= 1.5 included in allowable tension capacity of new king pile Rise Preqd— `V-Yf +V72)•Sa Treq =21.53 kips > DLprov=17.74 kips, Therefore 0000 Tpile_req Treq — DLprov • • 0.00•' 0.00•• • • • • 000.00 • Tpile req=3.79 kips, < 10.0 kips(5 ton)allowable cohesive tension Capacity di'IGM*Pile, OK• ""� 0000•. 0000 • • • • • .1000• 0000 • 0000• 00.00• • ••• 00000 •• •• •• • •00000 0000.. 6 • • • • • • 6006•0 0000•• • • • • • •0 • John H. Buscher, PE Seawall Repair and Consulting Engineers ,/ Wood Dock Repair at Cigno-Margolis Residence Structural r, 1301 NE 100th Street PE#41844 , , Miami Shores,FL 33138 J 4404 SW 139th Court J Jan.5,2015 Miami FL 33175 , Page 17 of 17 Tel(305)-554-9170 if 1 nEETPROPERTY ADDRESS:S 13010100tlt STREET MIAkHSHORES,FL33138 FLOOD ZONE INFORMATION: I TRACT"A" COMMUNITY NO.12M2 PANEL NO.0306 SUFFIX:L1 LOT 1 BLOCK 184-A I G O R D O N TRACTS FIRM GATE:09.11.2009 FLOOD ZONE:AE+9.0,AE+10.0,VE+11.0' ( I AMENDED PLAT OF TRACT 184-A MIAMI SHORES I (55-20) LEGAL DESCRIPTIQN SCALE; 1" ® 30' 1 I 4'HIGH CJT S.WAIL BLOCK 5 (43-80) 1 a'K CHAIN LINK FENCE F(NO LD.) TRACT B.�GORDON TRACT,ACCORDING TO THE PLAT THERE,AS RECORDED F NORTH LINE LOT 3, IN PLAT BOOK 55,AT PAGE 20,OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, F(NO I�D.) I 8 89.18'22°E 210.9T (R&M) 1 o.7'018"V T 0.9 OIS NORTH S FLORIDA. LEGEND I ' CONC ® A/C UNIT RE�E LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. o s at u^ 'sA• LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, . CENTER UNE RESTRICTIONS,RESERVATIONS OR RECORDED EASEMENTS. r ELEVATION 73.f6, 4 5' 40 THERE MAY BE MAP OF SURVEY TEGAL �FIAT MAY BE FOUND M THE ON THE SUBJECT PUBLIC RERTY TARE CORDS T d C� GAG SHOWN ON THE ABBREVIATION "344 OF MIAMI-RADE COUNTY,OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE28 ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. D=CENTRAL:ANGLE O ztS C.B.S.=CONCRETE BLOCK&STUCCO THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF: ASBUILT SURVEY 0 (SEAWALL)ONLY,AND IS NOT INTENDED TO DELINEATE THE REGULATORYi y D=00.00'oo• CONC.=CONCRETE JURISDICTION OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY BOARD, , R=63.78' COMMISSION OR OTHER ENTITY. H=HEIGHT o `R A A a 48.22' 10 THE ELEVATIONS OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY I.D.=IDENTIFICAlI0h1 + " AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACYL=LENGTH(WHEN USED IN CURVE DATA) FIP 01/7' 3 0' h qb 8.T 1� OF 1110 FOOT FOR NATURAL GROUND SURFACES AND 51100 FOOT FOR (No I.D.) COAIC 4t. 42 a' y HARDSCAPE SURFACES,INCLUDING PAVEMENTS,CURBS AND OTHER MAN-MADE O/S=OFF SET d' BASIS OF BEARING 5c ^ " U LOU) I FEATURES AS MAY EXIST. r3& O -————————— PG.=PAM -- L I x y 1 O w ^ CD WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE (R&M)=RECORDED&MEASUREDFIP 0lir WES 81.22' (R&M) ! / MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT (NO I.D.) UNLESS OTHERWISE SHOWN, p tt X "t Q) p D' c THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC r z c" `� �.•--BOAT LIFT SCALE IN ENGLISH UNITS OF MEASUREMENT.ATTENTION IS BROUGHT TO THE N.E. 100th ETRE / I FACT THAT SAID DRAWING MAY BE ALTERED W SCALE BY THE REPRQDUCTKON 4.0 PROCESS 0 1 .a 37.4' (60'PUBLIC RIGHT OF WAY) UJB z 7.8` 31.3' � q� ,',�' WOOD POLE ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET m s 79.9 REFERENCE BENCH MARELEVATION:8.66 FEET(N.G.V.D.1929) LU a•, P h� 2.5'X 2.5 CONC. K B-62 A FOUND DRILL BOLE •••••• / IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D.OF 1929 WEST 150.00' (R&M) 4'HIGH C9.S.WALL 0001S NORTH •••• •••••• d o.710AAE4 • THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP,POSSESSION FIP 0112" • • - OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. � � (NO I.D.) SOUTH LINE LOT 3, BLOCK 5 (43-80) ••••-• �••••• ••••�• • SUBSURFACE IMPROVEMENTS ANDIOR ENCROACHMENTS WITHIN,UPON, LOT 1 BLOCK 4 EARLETON SHORES •••••• ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT W •••• • • • • • • •••••• LOCATED AND ARE NOT SHOWN. �i •••• • ••••• •••••• • ••• ••••• NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA — •• •• •• • •••••• LICENSED SURVEYOR AND MAPPER.ADDITIONS AND DELETIONS TO THIS MAP OF •00:0: • - SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE • • i ,L !QI T • WRITTEN CONSENT OF THE SIGNING PARTY. • •?�' '� • • • THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE -. •--�--7----,sa--- ---ar- 4'• too ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY a" i UNNAMED PARTY. abs., F ~ CERTIFY TO- NANCY CIGNO M4RGOUS O:NANCYCIONOM4RGOLIS -------- -------- � ) wi SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY:THAT THIS'ASBUILT SURVEY(SEAWALL)',AND THE MAP OF _ � • ? ., , SURVEY RESULTING THERE FROM,WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, N.C. loo sr.% 360'SURVEYING AND MAPPING,LLC ' FLORIDA CERTIFICATE OF AUTHORIZATION NO.LB 6356 x ""----- ----1 "" tit ! 3600 SURVEYING AND MAPPING,LLC OR c 12.28.1 '�"�°"� UP-DATED 05-06-2004 4941,LOSCAR E. P.L • AERIAL MAP N LOCATION MAP " Land Surveyors-Land Planners uza 1503.0051 UP-DATED 03.17 Aw 2000 S.W.83rd Court MIAMI,FLORIDA 33155 2015 STATE REGISTEFLORIDA. OR AND MAPPER NO 5034 OT TO SC (NOT TO SCALE) PHONE:(305)265.1002 ) retfol:e99312-1321 NEW 5f:AWALL CAP , NEW PILE5 AND DOCK REPAIR MAY 0 5 2016 DERM as+al Resources Section Q 00 .0 0) sources Regulation&Restora5c - Msion(NRRRD) Q¢zwn M CIGNO �. �mo.-zMARGOL15 RE51DENCL: �o 1301 N I 00TH 5ET MIAMI 5 HOIfL 3 GENERAL NOTES CONCRETE AND REINFORCING STEEL 1. ALL CONCRETE(EXCEPT PRECAST PILES)SHALT.HAVE MAXWIC=0.40 AND ATTAIN A MIN o COMPRESSIVE STRENGTH OF 5C00 PS.I.AT THE FND GF 28 DAYS.FOUR(4)CONCRETE LLLLLLLLLLLLLL CYLINDERS SHALL.BETAKEN POK EACH 5 CUBIC YARDS OF FACTION THEREOF SHALL BE L LLLLLLLL L L w LLLLLLLL L ' - TESTED AT 3,7 d 28 DAYS.SLUMP 5HALI.NOT EXCEFD 5"(f 1") L LLL L 2.ALL REINFORCEMENT SHALL BE 00000 PSI MINIMUM YIFLD NEW BILLET STEEL.IN ACCORDANCE L LLL F-' L WITH ASTM A0 15 GRADE GO.ALL BAK LAPS SHALL BE A MINIMUM OF 3G BAR DIAMETERS. L ^ m L PLACING OF REINFOKCEMENT SHALL CONFOKM FO THE LATEST ACI CODE AND MANUEL OF y a r MANUEL STANDARD PRACTICE. L C� L 3.A_L CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM 6AFCH 71M€,AND VIBRATFD AS L '' W p� I L REQUIRED BY THE AGI MANUEL OF CONCRETE PRACTICE.TEMPERATURE OF CONCRETE AT THE L r>–� L 0 E TIME OF PLACEMENT SHALL BE BETWEEN 75°AND 100°F. L el 3 L max! 4.ALL CONCRETE DECK SURFACES SHALL HAVE A LIGHT BROOM FINSH, L V) o L PRECAST CONCRETE L N L a 2 L "KFCAST CONCRETE PILES SHALL BE 12"BY 12"PILES W/5000 PSI MIN CONCRETE AND L~ LLL a L 4-1/2"DIA,270 K51 ASTM A4 I G LOW-MAX STRANDS W/2& MIN.CONCRETE COVER r0 L^ LLLLLLLL L �., TIES.DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 12'MIN.PENETRATION L LLLLLLLL L LLLLLLLLLLLLLL INTO FIRM MATERIA_BELOW SILT LAYEK.BATTER PILFS ON 2:12 SLOPE WHERE SHOWN ON PLANS. W O s 2. PILES SHALL BE CUT OFF AT FLEVATIONS WHERE SHOWN ON THE PLANS s SECTIONS U•••• • Z ••• a ••••• } 5TEEL • • • Lu • 1. ALL MISC.STEEL COMPONENTS,BOLTS AND HARDWARE TO BE TYPE 3 1 G STAINLESS •• • •• • •• " •••• •• � • �,.,F ••••• STEEL AS AN ALTERNATE,HOF DIPPED ZINC GALVANIZED A3G OR A307 STFFL MAYBE • W M w USED. 0000*0 f„ WOOD PILING •••• Fy M • I. WOOD PILES SHALL BE i 2"DIAMETER WOOD CCA PILES AS SHOWN ON THE FLANS. •••• Y Kv •••• 2. EXISTING 12'BUTT CCA WOOD PISS IN GOOD CONDITION.DOCK STRUCTURE SHOWS NO 000090 O _+ 4 •••• EVIDENCE OF SETTLEMENT OR OTrEK DISTRESS.DRIVE kE!.00ATEp MOORING PILE_`"TO !2" •••••• ••••• MIN EMBEDMFN T FOR 15 TON MIN BEARING CAPACI FY. Or J • 3. PILES SHA'_L BE CUT OFF AT CLEVAT�ONS SHOWN ON THE PLANS 4 SECTIONS. :90:0: Q J • WOOD FRAMING u a Q " 7* • • p, • adslip I. 3"X G" PT S.PINE#2 DENSE FB= 1050 PSI Z V) Ix ••••• ,L 3"X 8" P r 5.PINE#2 DENj FB=475 PSI •••• • "i q N p( • A F-r • 3"Y I O" PT S.PINE#2 DENSE FB=950 PSI C~..) �, 4 V 3"X 12 P r S.PINE#2 DENSE FB= 1050 PSI W 4"X 12" PT S.PINE#I FB= 1000 P51 F Z � 2. DECKING SHALL BE 2 X 0# I DENSE PT SOUTHERN PINE OR BETTEK. ALUMINUM I. ALL ALUMINUM COMPONENTS SHALL BE EOE I-rG ALLOY M15CELLANEOUS date OG-I - 5 1. =ASTFNERS EMBEDDED INTO CONCRETE STRUCTURE SHALL BE ANCHORED WITH FWO PART EPDXY ADHESIVE("HILTI"HIT HY-100 CARTRIDGE SYSTEM OR EOUA_).ANCHOR HOLES issued 01-05-i e SHA-L BE DRILLED TOYa'GREATER THAN THE SPECIFIED'ASTENER.HOLES SHALL BE JHB.CT DRILLFO TO MINIMUM DEPTH SHOWN ON THF-PLANS,AND 5HA_L BE THOROUGHLY CLEANED drawn - OVT AND DRY PRIOR TO INJECTION Of'EPDXY. checked JH8 GENERAL o-oJect ria, PRELIMNARY I PRO ii � � gV oY1L��) I. FLL DIME N SHOON PANSEFER O NGVD 1929 ensluns: C, y 1 V,1� �JLu 1..� � 2.ALL DIMENSION ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIE•.b. LOCATION PLAN N,T,5, G I . 3.IT AIS THE INTENT THESE PLANS T. N DI ACCORDANCE E WH APPLICABLE CODES AND 0 N�"L�'t_ e_ A_ AUTHORITIES HAVING JURISDICTION.ANY DISCREPANCIES BETWEEN THESE PLANS AND 9.: iX��� APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT rG THE ATTENTION OF'THE ENGINEER t OF RECORD BEFORE PROCEEDING WI rH WORK. DA f'E kJ 4.IT 15 THE INTENT OF:THESE PLANS AND THE RPSPONsO11.1 rY OF THE CONTRACTOR rO LEGAL DESCRIPTION: COMPLY.IT LOCAL,THE C,AND FEDERAL ENVIRONMENTAL PERMITS SSUFD AND GOVERN i PROJECT.eT SHALL BE THE CONTRACTOR'S RESF'ONSIBIUTY TO FAMILIAKIZC AND GOVERN C(,1'�GLJ ��V HIMSELF BY ALL PKOVISION OF THESE PERMITS, sleet no. TRACT B, OF CORDON TRACT, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PB 55, 5.APPLICABLE BUILDING CODE.c_ORIDABUILDING CODE 20145rHEDITION C 1 — DESIGN LOAD5 s 1 —1 PAGE 20, OF THE PUBLIC RECORD5 Of MIAMI-DADE COUNTYG, I LORIDA. WOOD DOCK DESIGN LOAD=50PSF FOLIO # 1 1 -3205-014-0020 vzra RECEAVED N $ EXISTING WOOD DECK Y 0 i 2016 TO BE 'LTA II tri zc. �13 DERM Coastal R sources Section II Natural Resources R ulation&Rsst^ratsc- 01-nit I I u ) DM.�,, R'�RD SETBACK l A a � tot ti EXISTING ATF BOATLIFT = x ' TO BE REPACED. - rn 0 ISTING 12- I LES TO W •• REMAIN. � • �- • • •• R 0000• [)-!5UKE _ •••• 0 (J l • 00 EXISTING ATF WOOD 000.00 G'„� ••• •0. • EXISTING CLEAT ON CONCRETE DECK AND FRAMING- - t; 008060 N '" d • ,•�, SEAWALL CAP TO REMAIN TO BE REBUILT .� 0000 � n ••��: • m 0000 M • 0000 0000•. � . 00•00• EXISTING CONCRETE P-6" 0 00 10-0:0 WIDE SEAWALL CAP TO ;";•; '• • ��•' : y REMAIN = • • � 0000• - EXISTING CONCRETE I'-6"WIDE -I �s •�• Z Z •••0i `4' �'• '•• SEAWALL BULKHEAD PANNEL toys L•• 93e • • ': . !'�' + :4 , ' ' ```•. = TO REMAIN 09 M date EMSTING PLAN :,¢�•: � issued 01-05-fr. • 4r : 5CALE:3/32°=I'O° drawn JHB,Cr EXI5TING CONDITION EXISTING DAVIT PAD TO decked JHB ' BE REMOVED project no. "i reasions: RER NATURAL RESOURCES DN 510" �► 05��_t 6 pRELI� I RY�PPR�}�A a . NAME DATE S-2 20F5 U 46 1 db NEW 3'X 12'PT WOOD ADD NEW 12"DIAM. z LWOiOD PILE f: HEADER THRU BOLTED TOW EXI5TING PILES(iYP.) ry 1-4 ;4 e ALUMINUM SEAT ANGLE ROPOSED 3X8 PT O 5 ZO16g PER DETAIL WHERE SHOWN TRINGERS AT 24"O/C i. (6 LOCATIONS) D-54 a5AYP.) DERM Coastal Resources Section �`�Jatural Resources Regulation&Restoration ' ' " D*Asipn(NRRRD) SETBACK Int1 B D-54 -4 = D-54 = NEW 3X 12 PT W D-54 WOOD H ADER a EW 7$,999rLB F ELEVATOR BOATU B-54. r°t pit, (9) 12" DIAM CCA WOOD P{LE5 TO REMAIN E-54 0 ..,...-----0_000------""""-...-•-� _ i LU ••• ID o -5:s^� _ • • tti�t 000 3 000.0 3 X 8 PT WOOD NEW X 12 PT 0000 • G •• ; •• 5TR1 NGER5 @ 24"O/C " WOOD FADERS 600:9• N M •000: - MAX. {,. •000.0 u�F�0 IL ` p 0000 W� 3y 0000. E-54 N 3 X 6 PT 00000• N • Z 0000• ' WOO LEDGER • • 0000.. .. 0000 �� • •., KING KING - " FACE OF 0000•• • 0000• P P E NEW 3'WIDE X 20" DEEP EXISTING 0000•• Q 8 • .• 65.25 FOOT LONG • • • �40 •••�• •••; _, SEAWALL CAP -' SEAWALL . • �• Q� 4 a _: N • W IL CA t��ti.,� aa.-S: `� •i. .+ ;y�a� A w:'•Ce°�: wh�.da. s�. � p ,�,� @ � V vl w •O Z ` n BATT BA ,_ PILE PI 5ff KF " 25�0- 6 12 TRANSITION BETWEEN SEAWALLS 3'-O'CAP WIDTH NEW KING PILES (KP) { ) NEW BATTER PILES (BP) date O6-i I-i5 N PROPOSED PLAN SPACED ALONG 65.25 LF OF Ob-24-15 5CAI F:3/32"=1'4r NEW SEAWALL CAP UYP.) Issued PROP05ED CONDITION drawn SHB checked pviect no. rewslons: ® 05-03-I E A CRY APPROVAL sreet no. RECFIVFn NEW 3'-0"WIDE x P-8" x G5' CONC. AT EACH NEW KING PILE Zug SEAWALL PILE CAP w14 #5 T+13 PROVIDE I #G HOOK DEWEL Y 0 5 2016 dz .r PLUS 2 #5 INT. DOWEL* EPDXY 10" MIN W (3 #5 BARS EACH FACE) INTO PILE DERM Coastal Resources Section #3 TIES 12"o.c., PLUS 14'-O" Natural Resources Regulation&Restoratio '-' ; � G� RD) 2#3 TIES EA. SIDE OF EA. PILE. 7'-0" 7-0" 3'-O" BOATLIFf MOUNTING BRACKET ATTACHED TO EXISTING PILE BOATLIFf MOUNTING BRACKET THRU BOLTED W/(2) 3/4" DIA ATTACHED TO EX15TING PILE ANCHORS W/(2)3/4"DIAM.THRU-BOLT5 3/4 CHA (TYP.) _ C9 GRADE Al = 5.7 P (NGVD) _ " C(.R s +5.2 It NGVD) 6 � `000 Q�1, 5_2�—(gyp REBUILT WOOD D CK ND AY P-G" WATEKWARD OF 5EAWALL .VERTICAL PANEL R 0091--91 ELEV.WALKw5 7 P NG a NEW TO;66�QLB CAPACITY MHW 4 REINF. #5 AT 12" ELEVATOR BOATLIFT y n +2.5' (NGVD) 0/CG" MIN. INTO t II 12 NEW CAP — _ :: tot �r A. mhW -0.25' (NGVD) EXIST. Ep LE, +2.51 GVDj � x DRILL 4 EPDXY PROPOSED NEW 3X8 s~ rn MM I 5TRINGER5 AT 24"O/ .) 0 2" GROUT IQ" INTO I NEW 3N 12" PT WOO H DERS EXIST. KING PILE BOLTED TO EX15TING I (lYP 8" EXISTING BUNKS AT LOW WATER W ••• ,�,pp BULKHEAD EX15TING 12" DIAM RC s • 2••00 Z 000.0 PANEL WOOD PILES TO REM IN '00' 0 W . • m� 0' BERM ELEV. " 0000•• H•••• ,, 0•000 EX TI G NEW 12 DIAMETER 0 m H -2.25' NGVD CCA WOOD PILE 0000•• W a d •000; A5 NOTED ON PLAN �••••0 red'}, � • 0000 tun) 12 12"x 12" ERM ELEV. - .O I' •0000• njjI Z •i000 P/C CONCRETE .0'0* ' 0 0... It BATTER PILE AS ^A' 00000• u •� ("R N 1 2"x 12" P/C C NCRETE KIN PLAN, EXTEND ' ' • AS PLAN, EXTEND STRANDS i 2 STRANDS 12" MIN. --- • 0 "11 ••�0• MIN. INTO CAP. PILE TO HAVE ( 2'-O" INTO CAP. PILE TO ' ' $� g "•" MIN. PILE EMBED. INTO B 2 T HAVE 12'-Q" MIN, m - •�• 0� "'' • CAPACITY PILE EMBED. INTO SECTION B�-54 I;� 19 J BERM 25 TON S Z o CAPACITY URCES Dm510P! ' SECTION A-S4 12.4 I PR PRELI APPROVAL t Z 3" X 3" X g" X 0'-6" LONG NAME SCALE:3/8" = P-0" SEAT ANGLE DETAIL DARE date issued OI C5-i6 �V °_Os Kfih ►_� g`✓T .T.WOOD F It AS KM � drawn JHB.CT _v "v checked Ala A8PLAN �4 .T.DEpQNO AS PLAN P.T.S1 y DEMO AS PLAN P.T.31 DEWING AS PLAN o j41 3 4'11HE, BSTJO.T6N�4 WOOD PRE AS PLAN AS PLAN �?a 3 4'4 8S OR AS� j2�3{'0 88 OR OCA MI000 PILE AS PLMSIAGGER P' lett no. °.t • w1S AS3 • Fief 6AW. t�T @AIN. revisions: 7HRU-80.16 VAIN 1NtIJ-SOL7S WRN .T.WOW HEADER AS PLAN Mei"Lt/ NUT AND MASHERS NUT AND WASiffRS e' . ® 05-03-I s a �411U7'AtIDTHRw BROD M c a A 0 WOOD HEADER AS PLAN 1FCAL �R ML tl-FUK EAST CCA WOOD D ° N tV tVir PIIS AS AS.P NiOO SEC' M C1-S4 3/U'-t�tl' PRE AS Ag P�NEUIER �ASZ7 WOW HEADER •T.WDOD HEADER AS PLAN sreet no. (2)WO 711Ru eo. SECTION E1—S4 3Ner-r-ar AL I�AT i�1NG11 E \11S. SECTION B—S4 3/s' - V—w 7�"' � �x A~T°AMU TfP=L IXTAL A 000BCMON TO 9M E PSE SECTION D—S4 3/8' - t'—D" SECTION E—S4 3/e' - r—W TYPICAL DETAL 0 CMMM71ON TO END PILE TYPICAL DUAL 0 CONNEC710H TO END PILE a o�5 RECEIVED . , , dz MAY 0 5 2016 0-4 PROVIDEREFLECTOR5 DERMCoasta urcesSection � '� " ry FACING WATERWARD ATI ' n&Restorationc^z�ti EACH OUTBOARD PILE 48-3 � 121-411 121-411 121-411 2xG PT WOOD DECKING "51MP50N" M5TA 12 GALV. STRAP WITH 3XG PT WOOD LEDGER WITH ON 3'X'8'PT 5TRINGER5 (3)-I OD GALV. NAILS EACH END EACH "51MP50N"j"DIAM. "TITEN" AT 24"O/C STRINGER TO EACH HEADER OYP) CONCRETE 5CREW5 AT 12"O/C FA5TEN EA. DECK BOARD PRODUCT APP. FL 10852/E5R-2105 AND WITH 4"MIN. EMBEDMENT INTO Q TO EACH STRINGER WITH CONCRETE. W CD (2) - I GD HD GALV NAIL5 TOP OF CAP 04 � AND DECK EV. w m o +5.71'(NG D) v PT 3X 8 5TRI NGER5 AS PLAN - - - -- - - - - - - - - - - - - - - - - - - - oa PF 0 MHW PT WOOD HEADER,� +2.5'(N VD) A5 PLAN W G MLW -0.25'(NGVD EXI5TING 12"DIAM. CCA0 41M '•• WOOD DOCK PILES A5 PLAN7 :•••'� W M• • (NP. EXCEPT A5 NOTED) •••s•• BERM ELEV. •••i•• U • • -2.25'(NG D) •••• y�it Z i •••� SECTION A-S5 •••••• • ••• 5CALE: 1/4" = P-0" ••••,• W N •• PROPOSED CONDITION BE RM LEV. -4.50' ; ' ; Z2, N •,;, ..• z a v URCE MSI®N �{pP R date 06-11-15 �Iissued O1-05-1G PRE�-I1'����`�pP ���� drawn _JtiS.CT N A M6 1 checked JtiB ®@�.�� 10 F-0ject no. revisions: sreet no. S-5 5OP'5 r c 010 T Y COPY •••• •• 00 • • •.•..... •.0•0 00• 000**• • •0 0 e;g ;D®vEAvrJ^M� T # • 00ff0000•• 0 •000 • 0000 . 00000• 00•* CdP � ir SHORE 00 •• •• S Y1LLYi E •� 0 B?J1LDING DEPARTMENT w 0.0.0* . • • • �...•0 •f.•f• •• t ; C, :BY DATE �y 'URAL i �G WITH