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DOCK-12-1271CONTRACTOR:' SUBMITTAL DATE: ADDRESS: i S50 RESUBMITAL DATES: ZO STRUCTURAL ELECTRICAL PLUMBING MECHANICAL IMPACT FEES HRSIDERM NOC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 194280 Permit Number: DOCK -7 -12 -1271 Scheduled Inspection Date: June 26, 2013 Inspector: Bruhn, Norman Owner: LLERENA, MARK Job Address: 1550 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Z MAX CONSTRUCTION INC Permit Type: Dock Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)981 -1301 Parcel Number 1132050310110 Phone: (305)785 -8682 Building Department Comments INSTALL A 385 SQ FT SHAPED DOCK, INSTALLATION OF 20,000 LB BOATLIFT AND A 7,000 LB JET SKI 4 FT, INSTALL 17 BATTER PILES, CONSTRUCTION OF 168 L FT SEAWALL CAP Infractio Passed Comments INSPECTOR COMMENTS False Passed `N/ 7/( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 193499. CREATED AS REINSPECTION FOR INSP - 193341. CREATED AS REINSPECTION FOR INSP- 175672. NEED DERM FINAL. MUST PASS EL. JR June 25, 2013 For Inspections please call: (305)762 -4949 Page 30 of 33 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. 'POCK- Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: \S �O c4 City: Miami Shores . County: Miami Dade Zip: _ S'61 3 Folio/Foredo: 1I 0 \ 0 _L0 Is the Building.:Bistorically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): l�A �R. L L C-' Qe�T � Phone #: Address: t 5 S —� IQ C' 1, c) •-",) I' City: M l i V A\ State: F (_ . Zip: t i Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Comp any Name: ®- v° \ (� inkier( � Phone#: - J 7 $„.,3 Address: City: ?T . t- l9 - State: l.,- Zip: Qualifier Name: M/ l Phone #: State Certification or Registration #: ; 11O '3?s� Certificate of Competency #: Contact Phone #: $ Lt (7 37 v Email Address: DESIGNER: Architect/Engineer: Eo Phone #: 7 0 3 Value of Work for this Permit: $ 0 Square/Linear Footage of Work: Type of Work: Addition /J s C]Alteration � .epair/Replace Descrtp op orki1 i &c,,''� ��44, 'O. -M ear eZ� er C]Demolition ***************************************F ***** * * * ** *x *, **, r*,k,rr *** *********** *** * *** Submittal Fee $ Permit Fee $ ,) S CX, CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 # .proved and a reins #. zon ee will be charged. Signature .,;>: Owner or Agent The foregoing instrument was acknowledged before me this 1)46 day of fjj, J ,20 _ ,by / '&4 �'zp? , who is y known to me ?r who has produced As identification and who did take an oath. NOTARY PUB C: Sign: Print Z>6 My Commission Expires: DAMAYI VEGA •'OMMISSION 6 EE 066066 cXPWRES: April 1, 2015 :ru Notary Public Underwriters Denise ■ Contractor The foregoing instrument was acknowledged before me this day of ! , 20 1 byLaeif c/ ' who is perso s .1 y� known to me or who has produced bras identificatio�a who did take an oath. / Y PUBLIC: NOT � ooM�/ssioni W � eeneY F�'e. 15 Sign: /� O�'Aa l� Print: 1)p A 1 ,5e-- My Commission Expires: F-b l,S, 20 1(�, ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) 01, /01P 127( Ledgers along sides wedge cinches ® 3' on center Info concrete curb e' 8 °x15' Concrete• 15' ,;ss r 6 on center SUBJECT TO COMPLIANCEWITH ALL FEDERAL (6) 15 Tip and Bottom L , ! -S ( iNTY RULES AND 9FGULATIONS. E �ez with (1) S.S. Wood . Screw perstringer 3�5 Arktf Top 12' 15' 12' wfth anchors a on center Into concrete curb MAY 09 2013 along sides (4)15 •Dowels . Section Z -Z. Ipe }x1 gunned dgddng with sparing with (1) S.S. Wood — Screw peratringer • 31r5Add7• • Tap _ Section Y--Y 3x10 stringers @ 16' max sparing fastened to headers with 11' angles with (2.)k that bolts lhru wood and k x6' s%el wedge anchors into concrete • kniiiiidIJ NNE 12° 15 °-- 404v r-6' Section X—X See 8 °x15° Cone Curb Detoil (13) New 12x12 Prestressed Concrete Dock Plea Driven To 10 Ton gearing Copecky !pe /x1 grated decking with r spacing. with (1) as Wood Screw perstringer Ledger's along skies P° wedge anchors ® 3' on center Into concrete curb P Stimrps 6' On Center (6) #B Bars (13) New 12x12 Prestressed . Concrete Dock Pies !riven To 10 Ton gearing Capac1ty _49"x1_5=" Cana. (Aa)d Bottom with p Stirrups ® 6° on meter i Seawall Repair Dock and Boatlilt 1550 NE 103 Street San( Shores, f/alido 33138 El cat ihmi Eo'wcrd A Landers PE Inc tiltarditas,..„. PAW A lmdgm. e mom Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 aZ INSPECTION'S PHONE NUMBER: (305) 762.4949 u 1� �1. --fi1 B L - -DING PERMIT APPLICATION FBC 20 Permit No. �� 12' loll Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): OhiPt (..1: LL`s tt.-E ('4 Address: 1 C) N E i0 `-°"-P Phone #: T ?1/4C1 (0 -3 oS 1 City: % rPM1/4.1, ft ®Ct t` State: iF L Tenant/Lessee Name: Phone #: Email: Zip: (� JOB ADDRESS: t 5 n NA : 1 e.. ci'P -5-r-. City: Miami Shores County: Miami Dade Zip: '3 3 9 3 U Folio/Parcel #: Is the Building Historically Designated: Yes NO k Flood Zone: CONTRACTOR: Company Name: • -1�•-� 104.,•(- &Ti\ $� 1�1 V Phone#: 3®5 S--1-- G �CL Address: 4 '1 'q 10 (5W- 1"Y 8 OAti / 7 City: R �u(1P(da e. State: I� l . Zi p Qualifier Name: A t 1 kC J 1 r1Sb� Phone #: J 12 State Certification or Re 'strattiion #: C (C 1$1© Certificate of Competency #: Contact Phone #: 7 0 S �"ing � Email Address: Jw'nesj Guiles rY 1 Q.01 . C� DESIGNER: Architect/Engineer: �`(A Lail CdQn Phone #: J OS U3 "3 93d" S. f j 000. la if Value of Work for this Permit: oe, Square/Linear Footage of Work: Type of Work: ❑Additio�n�^' ❑Alteration h o New ORepair/Replace ODemolition Description of Work: ,J k1 Sh 1 3 S se) PC L s erA �dC ofr 2 � ) , o ©C b ow I i 1 a '7/ 6 (b jet- et- s& / 7 b alter i l es Ob rutriidh tw or a. /a . Si? wd l e * * * * * * * * *** * * ** ****** * * *** * *** ********* Fees***** ********* ****** **** ***************+x**** Submittal Fee $ Permit Fee $ �) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 111.465..5n 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.F,RS, HEATERS, TANKS and 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: Ai a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that >a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which; occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of �d , 20 12—, by rPtISCALSCLI 1 i J6 , who is personally known to me or who has produced As identification and who did take an oath. ,,.` iiv.. �., Denise McWeeney �'� ' COMMISSIDN #EE16980 � EXPIRES: FEB. 52016 GF F�.oO` ' ° °4utr•` WVVW.AARONNOTARY.coaq Sign: Print: Y l t Me &T eQ 1 My Commission Expires: re, i 5, 2.(31 NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this26 day of I I , 20 12 , by & 4ccfI y siC2---q who is personally known to me or who has produced as identification and who did take an oath. a+auu�. NOTARY PUBLIC.213,•"1',P0•;� °_COMMISSI #EE1698 0 :EXPIRES: FEB. 15,2015 4,T„ta`� WWW.AARONNOTARY.00m Sign: Print: ..be-n t52.. ;YI ulteriati My Commission Expires: 1-'0Z • iS 1 Z©) 4 :, x** ******* ** * ***,x,x*,x**,x*+x*** * ****** ****x:**** *, x+ x***** ***** ********* * *******+x******+xa:+ +x********** * ****,x**** APPROVED BY R /*Frit)/ (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk 1111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SI I% AT TIME OF FIRST INSPECTION PERMIT NO. fl: 4):1 TAX FOLIO No. 1 0310110 STATE OF FLORIDA COUNTY OF MIAMI-DADE: VIE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance viith Chapter 713, Florida Statutes, the following information provided in this Notice of Commencement. CFN 2012R0696200 OR Bk 23294 Ps 0476; (IA's) RECORDED 10/01/2012 13g4243 HARVEY RUVINv CLERK OF COURT MIAMI-DADE COUNTY FLORIDA LAST PAGE 1. Legal description of property and street/address: cc 0 IQ 90 kott.z- 5_4-- L. -33 -■3' 2. Description of improvement Lr—'1\1,--irte:tr '(51 2104-11-C:fit c> IQ 6 ) 3. Owner(s) name and address: ti-AAALIS LLZ- te—MIN.4 tok- t5-S-0 o -5434> t-r ikwu5 fL 33 3 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: Z Pr CO/Q5-1-1):40(-1-Vvet...) CACY%, --6 5. Surety: Surety: (Payinent bOnd retlizired by owner Name and address: Amount of bond $ 6. Lender's name and address: , 1116 • s,. el el • • or \ 1 1 1 .41 11 7. Persons with the state of Florida designated by Owner Section 713.13(1)(a)7., Florida Statutes. Name and address: 7aW. t ni 4 d Ni" 101 Ir 4.1171 •-)j:v h;•■■ notices or other documents may be served as provided by 8. In addition to lifinselt Owners designates the following person(s) to receive a copy of the Lienoiss Notice as provided in Section 713.13(1Xb), Florida Statutes. Name and address: • 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ek3 e-47) „:".,,,lofsvraimmtriv Print Owner's Name MIN- Vjg.. Prepared by 1/4)..5c)e '53za.4 k Sworn to and 'bed before me this c.J day of 00 10-0/* , 20 _12„. "nirWli;71'P' Pfmt Notary's Name Dtp M ee (lel My commission expires: -...e)) . I (9 (seal) Denise McWeeney •ACOMMISSION#EE169870 ka-f11.4-,,,,:1141YEXPIRES: FEB. 15, 2016 nAF„,nie WWW.AARONNOTARY.com c.„ W EEie6e98n70 4 • -47 z'ExPIRES: FEB. 15,2016 0,„ *Awe ammo WWWARONNOTARY.com BROWARD COUNTY -LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm_ A-100. Ft. Lauderdale, FL 33301 -1895 — 954-831-4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 D Busing Name: Z MAX CONSTRUCTION INC Owner Name: DAVID NEIL ROBINSON Business Location: 4946 SW 38 WAY HOLLYWOOD Business Phone: Rooms Emelcyses 1 Receipt #:180-6669 Business Type:GmERRL OONTRAcTOR CONTRAL'tR) Business Opened:01/24/2006 SiaterCouMYjCe Reg:cuos1U323 Exemption Code:NONr Taxes Number of Transfer Fee off Machines Professionals Foivendlno Business On THIS RECEIPT MUST BE.POSTED CONSPICUOUSLY. IN YOUR PLACE OF BUSINESS. THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of dostg business within Broward County and is nor-regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. Thls Business Tax Receipt must be transferred when WHEN VAUDATED the business is sold. business name has charmed or you have moved the business motion. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DAVID NEIL ROBINSON 4946 SW 38 WAY HOLLYWOOD, PL 33312 • - Receipt #035 -10- 00003628 Paid 09/29/2011 27.00 2011 - 2012 Ply' ..- Collection Cost Total Pail R o.00 o.00 0.00 27.00 0 THIS RECEIPT MUST BE.POSTED CONSPICUOUSLY. IN YOUR PLACE OF BUSINESS. THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of dostg business within Broward County and is nor-regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. Thls Business Tax Receipt must be transferred when WHEN VAUDATED the business is sold. business name has charmed or you have moved the business motion. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DAVID NEIL ROBINSON 4946 SW 38 WAY HOLLYWOOD, PL 33312 • - Receipt #035 -10- 00003628 Paid 09/29/2011 27.00 2011 - 2012 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAUASSEE FL 32399 -0783 ROBINSON, DAVID NEIL Z -MAX CONSTRUCTION INC 4946 SW 38TH NAY FORT LAUDERDALE FL 33312 -8239 Congratulatlonst With this license you become one of the nearly one million Floddtans limit by the Department of Business and Professional Regulation. Our professionals and businesses range from weds to yacht brokers, from boxers to due restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in orcer to serve you better. For information about our services, pleas log onto nyflorhdaticense.COm. There you can find more won about our division and the regulations that impact ar6you, s initiatives. subscribe � newsletters and lawn more about the Our mission at the Department 1 License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and.cortgratulations on your new license! DE ACH HERE DATE „_„ BATCH NUMBER RP . 7310 Personal PrinteilFax/Copier /Scanner JEFF ATWATER maw FMANCIA.OFFION4 Log for MAX CONSTRUCTION 9548939402 12 -14 -2011 '= 'Y Feb292012928AM L}P 1.1_URiDA DEPARTMENT OF CO ION TE IN D.ECTION TO IM EXINWT FROM HA MA ATlON LAW INDUSTRY EXEMPTION Til tiff _Identification Duration Pam Result the ' listed ow has elected to be exempt from Florida Workers' Compensation law. 2 Jammed EF 3E 77 PERSOlt FEIN: Fax Sent 3052356098 0:52 01/27/2012 EXPIRATION DATE 01 /26/2014 ROBINSON DAVID pN 731727091 BUSINESS NAME AM ADDRESS: Z-MAX cmaratcrItmr INC 4946 SW 38 WAY FORT LAUDERDALE! FL 33392 SCOPES OF BUSINESS OR TRADE 1- AXON 100 ERECTION PEf6!'A 2- CONST 00 ERECTION PERK -8227 IOPOIITAItT: Pmt to ChnOer 440. 0914). F.S. , au Wirer of a man who elects . a iemt of nn mien may not rem a this . Perseent m 448. C i el is exempt-. apply within the et tha baste= or tinde tod 49 the notice of election to be exempt- Fmrsoaat to Chapter 4411.85113)„ F3.. Notices of election to exempt election lo or exempt be sah�a to to a 0,o any time after es flag of .� e� or the of tie certificate, fire town OD or ceofficase so tenger Nests !Oa requirennues of this section for l of a cet;Nie*e. the department sal revoke a certificate at awned on the certificate to, meet of this �y time f tame of tie parson 01113110145? (S) 413 -1 OWC -252 cEHTIFICATE OF ILECTKM TO BE EXEMPT HEMO 07 -11 PLEASE CUT OUT THE CARD BELOW STATE OF FLOREU1 MARION OP WORKERS" iION CWWIRCATE OF TO EW WORKERS' COMPEESA LAW =SIFT FRCSS FLOWER EFFECTIVE 01/27/2012 EXPIRATION DATE: 01/26/2014 PERM* DAVID N AMISS= FEIAk 73172700 BUSIAESS WANE AND A 2 -MAX coe5TRUCTfon ore ? 4944 SW 38 WY FORT tnintEROALE, Ft. 33312 AND RETAIN FOR FUTURE REFERENCE SCOPE OF BUSS OR TRADE 1- CONShiluCTION OR ERECTOR PEA 2- coon OR ERECTION PE tteNE -8227 IMPORTANT Puss= to tester 440.05(14) ES., an officer of a corporation who efts execration from this chapter r by filing a certificate of election 1- orb this section may not recover benefits ar CoIRNentaftoll under this Dc fij Pigment to C aPter 44t05(1Z. F.S., Certificates : of election to be R" ex�. apply y within scope of the bresittess or trade listed on t notice of elecdw, to be exempt. E Plitt to Chtoter 440.1E(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall tie subject to revocation If, at any time after the filing of the notice or ;tins issuance of the its, the person named on the notice or certificate no loner meets the reradrements department shall of this section for issuance of 'a certificate- The revoke a certificate at any it m for failure of the person p named on the certificate to meet the of this QIIESII NtS? 1850) 413 -1809 CUTS * parry bottom portion on the job keep upper portion for your records. WC -252 ATE OF ELECTION TO BE VONT ROMEO 01 -11 07/10/2012 16:37 9549560555 COVER ALL INSURANCE PAGE 01/01 ACORD, CERTIFICATE OF LIABILITY INSURANCE PRODUCER COVER ALL INSURANCE 5800 W. ATLANTIC BLVD. MARGATE, FL, 33053 PH# 8( 5�4j 956 -0006 FX �954j 956 -0555 INSURED Z -MAX CONSTRUCTION 4946 SW 38TH WAY FORT LAUDERDALE, FL 33312 DATE (MM /DDfrYYYI 07/10/2012 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TH5 CERTIFICATE HOLDER_ THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER A: AMERICAN VEHICLE INS CO. INSURER E: INSURER C' INSURER D: COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT -OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUE-(? OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN TS SUBJECT TO ALI, THE TERMS, EXCLUSIONS AND CONDIrIONS OF SUCH POLICIES, AGGREGATE I-IMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS VSR .7.13 4 ADD'U -1slSEI TYDP nE_INSURANCE POLICY NUMBER p P[iATE fM�o yv DATE fMMrnDm1N LIMITS GENERAL X LIABILITY COMMERCIAL GENERAL LIADILITY GL- 0504008121 -0o 10/0612011 10106/2012 EACH OCCURRENCE $ 1 000,000 3 100,0P0 $ 5,000 $1,000 000 DAMAGE TO RENTED •P.REMISES•(Eapaouronaa) „ MEn (xp ony nnn Parson) 1 CLAIMS MADE FX 1 OCCUR ■ PERSONAL s ADV INJURY GENERAL AGGREGATE $ 2,000,000 IGEM. AGGREGATE POLICY I LIMIT APPLIES PER: I EGT Fl LOC PRODUCTS - COMP /OP AGO $ 2,000,000 AUTOMOBILE -- LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS COMBINED SINGLE LIMB (Eaaccidant) 3 $ $ BODILY INJURY (Par parson} BODILY INJURY (Par acaidant1 /41401,E MY f.IAMAGF (t)nr aacidant) GARAGE LIABILITY H ANY AUTO AHD ONLY - EA ACCIDENT OTHER THAN 16.6E9 AUTO ONLY: ASS -- $ $ $XCE$S/UMEIRELLA 7 __, L.IASII.ITY OCCUR n CLAIMS MADE DEDUCTIBLE RETENTION $ C�ICI1 OCCURRENCE $ AGGREGATE S $ $ + & WQRKHR5COMPENSATIONAND EMPLOYERS' LIABILITY ANY i 'IiOI+RNTCRIF+AIRTNER/EXI�CUTNE OIrFICER/MFN IN kxCLUr7at ' Ir yyds, dasaribd undaf S r+ECNL PROVISIONS below _ I1W Y IMUy _I „�1;,f.•;ACH ACCIIN:Nr___,. E 1. OI;EASE - EA I0711- -_ E Pi DTI+ ^. • $ E.L. $ 7E$CRIPTION OTHER OF OPERATIONS 1 Lotd'I'l(J a vauer, .c r =wry. Ite............__ -.. �. QISEASE - POLICY LIMr1 REMODELING CERTIFICATE HOLDER ROVI510N$ CITY OF MIAMI SHORES BUILDING DEPT 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 CANCEL N SHOULD AN BATE YHER NOM IMPQ NO OOLI ATION 0 REPRES AUTHORIZED REPRESENTATIVE L= ABOVE DESCRIBED YHE ISSUINCo INSURE 1IFIC t .GRN EIS BE CANCELLED BEFORE THE EXPIRATION L ENDEAV0T .TO MAIL 10 DAYS WRITTEN T FAILURE TO DO SO SHALL D UPON THE INSURER, ITS AGENTS OR FAX: 305 - 7564972 ,CORD 25 (2001 /08) t ACORD CORPORATION 1988 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR 7'//ha,ni SIore Vilia DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 File Number: PZ -6 -12- 201220 Property Address: 1150 NE 103rd Street Property Owner /Applicant: Address: Agent: Address: Mark LLerena 1150 NE 103rd Street, Miami Shores, FL. 33138 James McKenzie 1321 N 31st Road, Hollywood, FL 33021 Whereas, the applicant Mark Llerena (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special site plan review and approval. Dock and boat lift. Whereas, a public hearing was held on June 28, 2012 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted for a 46 foot long L shaped dock, boat lift and seawall repair. 2) Applicant to secure final PERA and Corps of Engineers approval before a building permit will be issued. 3) Applicant to obtain a building permit before commencing work. 4) Applicant to meet all applicable code provisions at the time of permitting. DO PZ- 6- 12- 201220 Llerena Page 1 of 2 5) The architect to certify to the village and provide satisfactory evidence to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit. The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary to prevent runoff into neighboring properties. 6) Construction shall be in full compliance with FEMA regulations, Chapter 8.5 Flood Damage Prevention of the Miami Shores Code of Ordinances and the Florida Building Code, whichever is stricter. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 28th day of June, 2012 by the Planning and Zoning Board as follows: Mr. Abramitis ABSENT Mr. Busta Mr. Reese YES Mr. Madsen YES Chairman Fernandez YES DO PZ -5 -12- 201217 Napolitano Richard M. Fem. + : ez Chairman, Planning Board Page 2 of Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Date: Z Tel: (305) 795.2204 Fax: (305) 756.8972 Permit #: / 2 -7)7/ Planning & Zoning Critique Sheet Date: 7A /f'2 " fravti -11P Cr-st Review Completed by: 'd A. a quist Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181833 Permit Number: DOCK -7 -12 -1271 Scheduled Inspection Date: November 21, 2012 Inspector: Bruhn, Norman Owner: LLERENA, MARK Job Address: 1550 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Z MAX CONSTRUCTION INC Permit Type: Dock Inspection Type: Se al Work Classification: Addition /Alt -ration Phone Number (786)981 -1301 Parcel Number 1132050310110 Phone: (305)785 -8682 Building Department Comments INSTALL A 385 SQ FT SHAPED DOCK, INSTALLATION OF 20,000 LB BOATLIFT AND A 7,000 LB JET SKI 4 FT, INSTALL 17 BATTER PILES, CONSTRUCTION OF 168 L FT SEAWALL CAP Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Inspector Comments )/-0 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 20, 2012 For Inspections please call: (305)762 -4949 Page 20 of 27 Client M4-a. CC.,JJFitl A Project Address: t 3V AJ F (c 3 °JT Engineer: Pining Contractor, . gtAc ,444444-f Pile Hammer. (mat Drop Height 8=0 PLC.Elt i Z. to rc tz ro 14 rr 12 (3 cr Pile Log Report Date: o r. Page No.: ( 0 F Z Weather S N� 1'; tiJAP A- Pile Type i Z pc t Z PA-Ocala' (3164 A. tc> 3 4- S 6 $ Pert lc) Ir k1 13 t2 LS 14- IF r6 9 11 (3 (1 I d' zv ZI 11 z4 Dee 6 (2 r 6, 6 2-t t2 rs" 7 $0 6 try at 1 tZ (f 46 q 7' Zg 3r 3L 33 Depth Driven Bars last Avg penetr. Est Pflec y N Per blow try (4- ,o. _* tel.�t rti te.t tk 16 it•� (o.P atop tai All" _ 301- mi `' 1”* 3dr 3 o r 0.07 d.oir v 07 O,d1 o tc1.1 Cot 3© tt� o.Or (0.4 - (6 o.d l 3 or Z4.iT Client hit o4,ete ' c, t_a2 EA1 Project Adder (S , Me lO3'dy-T Engineer. £ 4t Piling Contr, , ,M rwK Pile Hammes 4t/to Drop Height 8-o" Pile Log Report 12- to? Date: OCT: Zoi 2.0 rt Page No.: E.o Z . Logger er�A y, LJ4 ?i Pile Type (ex • Pat 17 tai. 3 A- 3 4 7 a- w Ir t7 (z to t3 tz r� r Is l7 l8 lct 7,0 21 r3 Z2 Z3 Z7 Depth Driven Blows last 9" Avg. pence. Per blow Est Pie capacity 3 (feet) (0 t to 10.4 t( (lo fa, cc 19.07 okay lJ. o? 6.07 31i* v'r '3cf r It r' Rrnished Grade Existing Seawall Cap Too Remain Existing Seawall Panel To Remain Existing 'Bag Footer 1 Bag Wide • 2 Bogs High, Not Along The Entire Property "To Remain" (9) /5 Continuous /.3 Stirrups • 14" on center • % .t i 15 L Bars 0 12" On Center Drill & Dowell 6" into cop and ' ; . \ set in epoxy T— _ _ E,�,,W.2.8' NGVD 1, i`' 0.6' 1 A MLW a6 NGVD 1— -1. 1 11 % A A t 1 i A ' '- � � i �; A A 1-- E 1 Existing Berm To Remain Existing King and Batter Piles To Remain Typical Section (Existing King and Batter Pile Wall Area) Scale: 3/8" = Finished Grade 42 "± 6" A Existing Seawall / 1\ Cop To Remain 5 L Bars 0 12" On Center Drill & Dowell 6" into cap and set in epoxy " (8) 115 Continuous /3 Stirrups 0 14" on center - Existing Seawall To Remain Existing Bag Footer 1 Bag Wide 2 Bags High, Not Nang The - . Entire Property "To Remain" • 12 Typical Section (New Batter Pile Wall Area) Scale: 3/8" = 1 -0" 3 Al 11,19.12 1 Changed Cap Dimension NGVD MLW 0.6' •NGVD • New 12x12 Prestressed Concrete Batter Piles 0 7' Max Spacing Driven to 15 ,Ton Bearing Capacity REVISIONS Existing Berm. Ta Remain Seawall Repair Dock and Boat lift Mark Llereno 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc P8 Lfcense 1 038398 7850 NW 145 Shoes (pam 1509 s 882k to SWrard A Lan*rs, P4 MN I OWN WRT DAR 0248.12 Pion ST 150 m+C DIRECTORY Miami Shores Village Building Department RECEIPT PERMIT #: DDCLe--12` l 'hi DATE: Contractor ❑ Owner ❑ Architectg 6--,7 Picked upsets of plans and (other) Address: , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RD! ("7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue -rmitting process. ri Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -1271 Job Name: July 17, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Identify the elevation of the new pile cap in reference to the existing and the adjacent properties. 2) Provide final PERA (DERM) approval. 3) Provide electrical approval and permit. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12- i Z r/ Job Name: / ,wiz FA' Date: i/17-2,4. y / z Mlami Shores Viiiage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Miami Shores Vmage Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.: 72 , MIAMI SHORES VILLAGE ' NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by oc) Ar°e -s to n al under the Florida Building Code at the l SS-0 nie t O 3 "4 5' project on the below listed structures as 67 —1g-IL (date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: ,� ,i+ X SPECIAL INSPECTOR FOIL PILING, FBC 1822.1.20 (R4404.6.1.20) ��``C ❑ SPECIAL INSPECTOR FOR TRUSSES X35 LONG OR 6' HIGH 2319.17.2.42 (R440 .2) 'v., ❑ SPECIAL INSPECTOR FOR REU'FOR(2) MASONRY, FBC 21224) A` `� Q S�uo���o ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 V esflut &Res�o r'r ❑ SPECIAL INSPECTOR FOR SOLL COMPACTION, FEC 1820.3.1 (R4404.4.3.1 R n ❑ SPECIAL INSPECTOR FOR PRECAST UN IS 8 CHNENTS, FBC 1 12 (R4405.9.1 2 )�!‘ nos° Res��R 0} X SPECIAL INSPECTOR FOR Cann c o VI b ceps t /3 S �a�Q- peso O 5\0r `NR Note: Only the marked boxes - 7 The foilowin individuals 1, . 9 () employed.by this firm or me are authorized representatives to perform Ms' nspection 1. 2. 3. 4, *Special a to authorized representatives sh insure the authorized representative is qualified by education or assigned by the Special Inspector. The qualifications shall include Iicensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering gra:baton anirom architectural education program; successful completion of the NCEES' . Fundarr l E'r naon; or registration as : ,, ;, inspector or general contractor. Ii, (we) notify Miami Shores VBage Building Department of any changes regarding 'authorized personnel performing inspection I, (we) understand that a Special tnsector Insuecfob log for each bung must be displayed in a convenient location- oca�n on the site for reference by the Mi. emi Shores Village Building Department Inspector. All mandatory Bunting Code, must be performed by the County. The Village building Inspections must for on ail required mandatory inspections. inspections pied by the Speclai Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building I>specbr at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the beat of my knowledge, belief and peal judgment th " -" portions of the project outlined above meet the intent of the Florida substantial accordance the +,,, pis. Building Code and are In -Signed and : - / Engineer/Arch r Address 7P.� Na) if-6 sy` *Sa 9 aft 4l'k c c4 -f42s, ct _ 3 9. ric" DATE: 5- '' -t' _ Phone No 3-395r Created on 6110/2009 . .... .. . of /04 -Ns seo`o ewlcoots,i:esw cos..0 \Oar' sc(ev c0)) so,,A A•ik „ . • • • • • i; ...1196,. rAc .. • • ... ........ sP\ 413f19\a„,11.‘t01:r OA CI° s‘i.W1 DS' eso0A-.4 t..‘4:fs`- sVt'aVVC, N‘; 1/4 • •-• • • • ... . .I„ .... „. . � grade Neen -Dense Seth S1nscturat No.1 Dense No.1 N0.1 Non -Dew • on -Dense No; e�trt+Cturat D Select Structural • No.1 Norr Die Nod Dense No.2 Dense No.2 Noe-Oe SOUTHERN PINE Dense _Structural 96 4x Y� SOUTHERN P1 . Dense Structural 86 : Dense Structural 72 Dense Structure / 65 Size claosylcatton 2" -4"Iryt Sending Fb 1850 1450 1300 1200 1 2050 1750 1350 1250 1150 1750 075 900 TABLE 8.4 (mod) Deep Witte Palau Pet irio Inch (psi) Tension to 151 wain Ft Shea pandlel 1flF rain a Comicreaelga tpergendicular t•graln 950 775 725 650 625 575 550 325 1100 1950 900 725 675 600 575 550 525 90 90 90 90 90 89 90 90 90 „. 90 99 90 90 480 680 565 480 560 565 480 585 parallel tom 1750 17.v(j 1600 1500 1650 1500 1400 850 660 1950 6 480 1800 480 1700 565 1703 1600 480 1500 • 60 1600 .14501 480 1350 2^-4 fit. (Dry service conditions 19% anises •z . 1rTat -��. 2200 1 155 - ��j 130 2°- 41frick 12" aide 2-1%+"- 4"thick 2-1/2"8 wider , ; s 955 211 1750 16000 (Wet 1400 1200 1050 008) 145 tf20 110 440 440 440 2000 1650. Modulus of Elasticity� 1•x,000 ,800,000 1,700, 000 1.600,000 1,600, 1.400,000 • 1,900,000 1,,000 1.700,000 1,100,000 1,700,000 1, 1,600,000 1'4400 1,800,000 1.800.000 1,x,000 temacto 1.800,000 AFPA (formerly NPPA). Washington, DC, 1991. Grading Rules Agency SRO Dense Select Structural Safest S!u r j Non -Dense Select structural No.i Dense. No.1 No.1 Non -Dense No.2 Dense: No.2 Non -Dense No.3 Stud Standard Uti Dense Select StruccttuS�tru ura! Non- Dense.select Structural No.1 Dense No.1 No.1 Non -Dense Pio.2 tense No.2 No.2 Non-! No.3 • Stud Sense Select Structural. Select Structural Non -Dense Stet Sprat No.1 Dense No.1 No.1 lNon-D No.2 Dense No.2 No.2 Non -Dense No.3 Dense Sated Stfietbrat Select structural 2"- 4'1hicC 2"-4" wide r wick 30 2850 2850 2000 1850 1700 1700 1500 • 1350 850 875 1100• • 625 300 2700 2550 2350 1750 1650 1 1450 1250 1150 750 2450 • 2300 21111 1650 . 1500 1350 1400 1200 1100 700 1650 1560 1350 1100 1050 900 875 825 775 •478 SOO 625 350 175 16-60 1400 1200. 950 900 800 775 725 675 425 425 1350 1300 1100 875 825 725 675 650 600 1 400 100 100 100 199 100 100 90 90 90 90 90 100 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 660 565 480 565 585 660 565 480 660 565 480 680 480 565 2100 1950 2900 • 1850 1700 1850 1650 1600 975 975 1800 1500 975 2150 2000 1850 1750 1600 1750 1 1500 925 925 2050 1990 1750 1800 1650 1550 1700 1550 1450` 8 2150 1200 � 2050 1100 ; 90 1850 !1,000.!#10 1,!304000 1,80000 1,700,000 1,800,r 1.700,000 1,600,000 1,700,000 1,604000 1,400+000 1,400 1,400 600 1 4` ;000 1,300, 000 1,300,100 ,1 1,70000 1,800,000 1,700,1 1,600,0 1,700,000 1,600,000 1,400,000 1,400,000 1 406] 1,900,0 1,800,000 1,700,000 1,000 1.766.6110 1,600,000 1,700,000 1,600,000 1,400.000 1400,000 1,800, SAM AUG 0 2012. .... M... jDEfKi Coastat Resoutces §-action - atutai RdSporpes Regulat ofl $`RO.g o . t. z.. Edward A LADE f.L C�SUL11R� N(G GE NEERS • P.E. 4038398 0023-3938 . • „ • • • ........ --.? • • k 1. .• • . cko. v'e'i°ur tit. on 1,1itjravikesd'ii:ell•RegO "SW. • DIvI4on 1R )" • . .. • 14 • • • * • ts.906:i.OM)sOcesecs vs,00 sk■irs\ ikesoes*,061 RosE.0 .,5‘,1:40,000 .... . : : • . • • RECEIVED AUG 0 8 2012 ZONING UEPT BLDG DEPT DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) Yellti.A2L NAME 4' ALUMINUM FENCE' SUBJECT TO COMPL/ANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS ta7.,7 - - LOT 20 BLOCK .5 //ri 41'. 4-'1-26 74%13" • R=-364.88a Af:168.18 ROOM JUL L B Y: LEGEND A more ABPH &plat ERA .1 DNA Usk BRG * Swing CS et Mich !Koh CBS Dumb ED:dt Stud= CH at Chord Pietism Chribb:otoo S Cody no GLP ist Chet Unknown CL. • Clow cONC.* Cow* D *DOD • *Moder 011 *DM Doi Dl 11 *Diatom ELDiswoot * Sock% DoK Eno annexecarent • * Flow F.H. FIretlithnot P.M. around lee Rob, FPI. * Roe* Postraltti • *Food Iron Rpo PD. IS ROWS LOT !9 &OCK • fQ* ICIA1 RECEIVED MAY 2 4 2012 This property desodbed as: Lot 20, Block 5, RBPLAT OF TRACT "Cn MIAMI SHORES BAY FARKESTATES, awarding to the Mat thereof as recorded kilt Book 64, Page 97, of the Public Rworda oflidiami-Dade County, Fled& Min= '113: Marlalerena South Coast Title Fidelity National Tide Insolence Company DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 09111 /09 COMM. Na. 12M162 09/11/00 c4 !theory the original attired seal et Runde licensed Surveyor and Ma 1550 NA 103rd Street, lvliend Shores, FL 33138 TOPOGRAPHIC SURVEY. I HEREBY CERTIFY: thot trio survey insets the minimum technical etandardo, sj.1 oaset,...furlhAti:inhanievethe FLOFIIDA - SURVEYORS AND Code, • Sol* 027 Florida Statutes. -f MGM - P r OFESS • 1 SURVEYOR AND MAPPER No. 4321. Slate of Florida. C*3 P Plot PB Phial* PC Polo* deurvaturo P.0.0.* Fold ti Command CoVIUDI PCP on Pouramont Motif Mg pa w Page Pi. ri PlintentiniNft P1. it Pape* Um Roofer Man Pointer ellOWIN P.O.C.* Not of Commoroonvid P.P. *ProarPees PAM. PonDatod floraisto Ikeiroont KRA* PokitilDvano Maio pr Point tiTarOnvi R MAKI RR *RAW • xPreirostenetarrvaycr Napa fret *RIghtocWar MK al NAM& Boo. NS &PAO triPl "0171411 *ThoOlit May Euromont • 16 Wastraree WM. i•Wairrikier • *WalleValso Doncais epot Bovilkos Taken Alvarez, Alguesvivas and Associates, Inc. Surveyors, Manners and Land Renee 5701 SM. 107th Avenue #204, Mani, Ft 33173 Phone 305.385.0385 Fax 305385.0023 La-No:11887 1 StinilklaideutiitynasoLoorn • ECEIVED AUG 0 8 2012 DERM Coastal Resources Section I Resources Regulation & Restoration Division (NRRRD) PrAaerty Line 151.35' Properly Line ._ ,,Yl *irwTA -kTAWA , %YlY/TA +. 'TAYAT_ATi,. ,TATATAYA. YITATArk, TATATATA _ '+TATATAYA: 'ITATAYAti� TATAYATA 'TATATATJ . TIYAYATA '•tiTATATA�+. ,riTATATi '`TATAYAYA\ NeATATATa ATATATl„ wYeiTATATl+.. AUWATATAYAYA.. 4W1TAYATATA2 r „YATATAYATATAYA, AYA W:i 17x71' AYenn'tATinTi OIYAT'ATATATAT /• TATAWATATALTI A 1TIYAYATATOir ATATITAYAYATATAT ATATITYAYiTATAY ATATATATATAYAYAY ATATAYATAT,YAW lATATAYATAT1Yf,T1r !AYATATATIYATAYO' AATAYATATATATATf 'TATA 1YAWAYl 'ann TATAT/ TAgTAY 'TAT J :. J _. Or AN MN MI, ANM #. AAa•NAtlll► AIM NI= MIN t111111tt•tt•# q IMO 1MM AIi Ailkt low # Al 1•Mill Alt tAl At1 AA1 111■1 lA11 / -"r WIN Mil 1=11AA II 1 / ' 1E ME MIN tA1� '7 MN NNE —. 1111111x• 'p #11l1AI �AA11 13'—r... (on center) 5' New 20,000 lb Neptune Boatlift /1 ar Ili /1111 / J AA Al M mow / ALAI A pt Ar ir AtA� 1 I AA M r , A _lt r A ME � l — JA 1 MR l — MINIM MN .Ma MelN - I 1 1 t r�AA _. MIN NMI Am! AAAI ltlltAlIII= 1111.. AEM- Mt AA AA A— NMI NW At AA MR A— Alp All 11MIIl11Ap NM !• �l AAI MOW "ppt AAp1R SIM Alp ttfs MIMI NM M wA ' tr �Aril�>. -' 18' on center) DERM Coastal Resources Section Natural Resources Regulation & Restoration Division, (NRRRD) 0' .... ' ! To Remain, Existing Seawall Caps To Be Removed, Form and Pour 170' Long x 40” Wide x 30" Thick Reinforced Concrete Seawall Cap (14) New Batter Piles 34' @ 7' On Center, This Section Only --�-- --- 69' -- Site plan Scale: 1 ° = 20' 81 -8" Existing Seawall With Satter Piles and King Piles To Remain 05 Triangle Seawall Repair REPLATE OF TRACT See attached survey for exact property information. Lot 20 Block 5 "c" MIAMI SHORES BAY PARK E Plat Book 64 Page 97 Dade County Florida Dock and Boatlift Mark Lierena 1550 NE 103 Street Miami Shores, Florida 33138 2=6° 46, Y 2'-6" —1 2=6° Seawall Repair Dock and Boatlift Mark tlerena 1550 NE 103 Street Miami Shores, Florida 331.38 uurimtir-D Mika mc (954) 563-0042 8' -8" ow I WRT am once MOIL f2 DWO No. DIRECTORY M' Sheet 2 Plan View (Pile and Pite Cap Lay —Out) Scale 1/4 "= •11 --•0" 8 =8° Y DERM PRELIM Name Date 1 r" 9' -2" • (13) New 12x12 Prestressed Concrete Dock Piles Driven To 10 Ton Bearing Capacity stal Se AP OV 2 -6" 2=6° 2_6" 1 1=3°— 1 -9 5=6° 9' 11_9" 30' RECEIVED AUG 0 8 2012 . DERM Coastal Resources Section atural Resources Regulation & Restoration Division (NRRRD) DERM COASTAL SE MAL PR NAME DATE 46' 4' ECEIVED AUG 0 8 2012 RM Coastal Resources Section Resources Regulation & Restoration Division (NRRRD) COASTAL SECTION y kPPR .Plan. View Scale 1/4 "= V -0" The construction of the 1pe grate is as follows: A 1n slat with a in open space 0.7571.75=0.429=43%. Seawall Repair Dock and Boatlift Mark Uerena 1550 NE 103 Street Miami Shores, Florida 33138 UNLIMITED PERMITSERVIGES.. INC (959 563 -0042 Ipe fx1 grated decking with i° spacing with (1) S.S. Wood Screw perstringer PLOT *e MO No. MIA Sheet a S' 15" • " • ex 1 5" Concrete Curb - - • 15" 1 12" 30 Section Z-Z 9' !pa fx1 grated decking with r spacing with (1) S.S. Wood -*- Screw perstringer /5 Add? Top • (2) 16 Bars Top and Bottom Stirrups 0 6" on center (6) /6 Top and Bottom with /3 Stirrups @ • 6" On Center :-• : 1pe ix1 grated decking with r specks) with (1) S.S. Wood Screw perstringer • 3x10 stringers @ 16" max spacing fastened to headers w/14" Galv. Hurr Straps ((ISP RT16 Strap, Uplift Cap 9051, NOA 01-0912.05) with 5-16d Galv. Nails Each end (typ) 12" 7' 6" Section X-X See exir Con Curb De • .3x10 stringers @ 18" max Spacing fastened to headers w/14" Galv. Harr Straps ((ISP RT16 Strap, Uplift Cap 905 NOA 01-0912.05) with 5-16d Galv. Nails Each end (41p) RECEIVED AUG-0 I 2012— DERM Coastal Resources Section /3 Stirrups Natural Resources Regulation & Restoration r On Center Division (NRRRD) DERM COASTAL SEC V1NAL APP NAME '1 DATE (13) New 1242 Theo Concrete Dock Piles Driven To 10 Ton Bearing Capacity Section Y-Y (13)' New Concrete Cock Piles Men To 10 Ton Bearing Capacity Ipe fx1 grated decking with - *acing with (1) S.S. Wood Screw perstringer 3x10 stringers 0 20" max spacing fastened to headers w/14" Golv. Hurr Straps (USP RT16 Strap, Upift Cap 905 I, NOA 01-0912.05) th 5-16d Galv. Nails Each end (o) (2) 16 Bars Top and Bottom with #3 Stirrups 0 6" an center. Seawall Repair Dock and Boatht" t Mark Uerena 1550 NE 103 Street Miami Shores, Florida 33138 UNLIMITED PERMIT SERVICES, INC (950 563-00,12 lib) %rayon DSN f cat WRT I DME 02,03.12 PLOT tese Aglaits—R DiKeTcRY asAnotiks Ott* 4 New Seawall Cap 46' 0' 7 =8" Existing Seawall With Batter Piles and King Piles To Remain RECEIVED AUG 0 8 2012 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) -- -•-- ---- -- -,- (13) New 12x12 Prestressed Concrete Dock Piles driven To 10 Ton Bearing Capacity Typical Dock Cross Sectino Scale 1/4 "= 11--0" DERM COASTAL SEC APPRO NAME DATE DERM PRELIM! Name Date Above MHW 2.8' NGVD MLW 0.6' NGVD P6fteif o� t4Y24 n Rl CCas�! 2012 US Re 8°111ce thRRRn Cow tion Seawall Repair Dock and Boatlift Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 100:KI ED PERMIT SERVICES, INC. (9.54 563 -0042 DM I DIM % RT 1 DATE 02.0412 1550 Detalk —R DIRECTORY Shag 5 4) i4Top Contin. (2T 4, Middle Contin. () 1 6 Bottom Contin. 13 Stirrup .2 14" on ■ center oc. mode AC5) Existing .Seawall Panel To Remain Existing Bag Footer 1 Bag Wide 2 Bags High, Not Along The Entire Properly 70 Remain" r- MLW 0.6' NGI/D Existing Berm To Remain Existing King and Satter Piles To Remain Typical Section (Etdsting King and Batter Pile Wall Area) Scale: 3/8" = . • . . . • . • ($) "6 Top Contin. (2) # Middle Conlin. (e) 168ottom Contin. 13 Stirrups 14" on center (31x- ytrr-.A (ms) Existing Bag Footer 1 Bag Wide 2 Bugs High, Nat Along The ' Entire Property 7o Remain". . DERM PRELIMI Name Date L.L.J Typical Section (New Batter Pile Wall Area) Scale: 3/8" = RECEIVED AUG 0 8 2012 DERM Coastal Resources Section Natural Resources Regulation & Restoratio Division ;NRRRD) DERM COASTAL SEC laiNAL ); NAME/; DATE BIN LO.L.NGA. MLW 0.6' NGVD New 1242 Prestressed ' Concrete Batter Piles 7' Mox Spacing Driven to 15 Ton Bearing Cape* • • PEICEitor AfAr 4 2012 b&"F?)il Coastal Resources Section Natural Resources Regula507 Restoratio- OM'ston (Mist:00) Existing Berm o Remain 141 Seawall Repair Dock and Boatlift Mark Llereno 1550 NE 103 Street Ham, Shores, Florida 33138 UNLIMITED PERMIT SERVICE4 hVC (954) 563-0042 OM I OM WRTi 0511 42451.12 PLOT OM No. • .• MO ETC MECUM' &54Oodes Shoat 5 GENERAL NOTES: 1) Construction to follow Florida Building Code 2010 edition and amendments as applicable and all Local, State, and Federal Laws. 2) Licensed Contractor shall verify the existing conditions prior to commencement of the wort. Any conflicts or omissions between existing conditions or the various elements of the working drawings shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all sub- contractors are responsible for all lines, elevations, and measurements in connection with their work. 3) Do not scale drawings for dimensions. 4) Any deviation and /or substitution from the information provided herein shall be submitted to the Engineer for their approval prior to commencement of word. 5) All unanticipated or unforeseen demolition and /or new construction conditions which require deviation from the plans and notes herein • shall be reported to the Engineer prior to commencement of work. 6) All new work and /or materials shall conform to all.requirements • of each administrative body having jurisdiction in each pertaining circumstance. • 7) All new materials and /or patchwork shall be provided to match existing materials and /or adjoining work where practical except as specifically noted herein. 8) Licensed Contactor to shall use all possible care to protect all • existing materials, surfaces, and furnishings from damage during all phases of construction. 9) Licensed Contractor to verify location of existing utilities prior to commencing work 10) The Licensed contractor to install and remove all shoring and bracing as 'required for the proper execution of the work. 11) Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. CONCRETE PILE NOTES 1) Concrete pile concrete shall attain 6000 psi compressive strength in 28 days. 2) Concrete piles shall be reinforced with four — 7/16" to —lax strands, 27 kips, and /5 spiral ties. 3) Concrete piles shall be 12 "x12" square, min. length 20 feet. 4) Concrete piles shall be driven to a mini mum bearing capacity of 15 tons. PILE DRIVING NOTES 1) Pile driving operations shalt be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. 2) Pies shalt be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of the hammer energy. 3) Pies shall be driven to required capacity a minimum of 12 feet into berm. 4) Piles shall be driven with a drop hammer or gravity hammer provided the hammer shalt weigh no less than 3000 pounds, and the fall of the hammer shall not exceed six feet. 5) Piles shalt be driven with a variation of not more than 1/4 inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pie from the position shown an the plans of not more than three inches. 6)' Where piling must penetrate strata offering high • resistance to driving, the structural engineer of record or special inspector may require that the piles be set in pre — drilled or punched holes. The piles shalt reach their final penetration by driving. ,General Note: All hardware to be galvanized (unless otherwise noted). Design in accordance with 2010 edition of the Florida Building Code, Elevations shown hereon are based on the National Geodetic Vertical Datum of 1929. Approved contractor to determine the suitability of existing structures and verify all dimensions, the approved contractor is responsible for all methods, means, sequences and procedures of work RECEIVED AUG 0 8 2012 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) DE2M CCASTAL SECTION APPR NAME , p DATE, _ STRUCTURAL TIMBER NOTES 1) All structural framing shall be /2 Grade, pressure treated Southern Pine. 2) All decking shall be 11 Grade, pressure treated Southern Pine. 3) Designed for Live •Load of 60 PSF and Dead Load of 8 PSF and F'b =1,200 PSI CONCRETE NOTES 1) Concrete shall conform to AC! .318 (latest edition) and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water— cementitious mat- erials ratio, by weight, normal weight aggregate concrete of 0.40.. 2) Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM. 3) Licensed Contractor is responsible for the adequacy of forms . and shoring and for safe practice in their use and. removal. 4) Concrete cover shall be 3 inches unless otherwise noted on approved drawings. 5) Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 Specifications. All reinforcement shall be placed in accordance with ACl 315 and ACI Manual of Standard Practice. 6) Splices in relnfi rcing bars shall not be less than 48 bar dia- meters and reinforcing shall be continuous around all corners and changes in direction. Conlnuiy shall be provided at comers or . changes in directioon by bending the longitudinal steel around the corner 48 bor diameters. R'ee May 2 4 201? D Na t„ b RM co ral Resour 4/40/7 I 'rrI d Res��bon asta/ R@so fA r, 'o' Sermon Seawall Repair J3ock Mand Boatlift 1550 NE 103 Street Miami Sho F Florida 33138 UMUIM TED PERMIT SERVICE INC 954 563-0042 DM DYd 4 WRT DATE 02.08.12 blafai imY fitADockr Sheet 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FTC 20 1 Permit No. HOCK Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami Shores Folio/Parcel #: J) 3 ?° 3713 310 11 ct Is the Building Historically Designated: Yes County: Miami Dade Zip: 33 13 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 'Mier flieN L H Phone #: ` t rjj0,J Address: DJ Z 1 0 57' City: VvereSWO State: 'F Tenant/Lessee Name: Phone #: Email: Zip: 33 F3 CONTRACTOR: Com any Name: ?- CrcPN' S T RA, Cl Phone#: 3 7ST Address: '1-1. _ d• L ) City: ( State: Qualifier Name: Zip: 3331 a Phone #: State Certification or Registration #: C ( C- ) 5 L 03 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: D Value of Work for Type of Work: UAddition UAlteration Description of Work: ,A.-\S` OC Phone #: OD Square/Linear Footage of Work: UNew Color thru tile: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F s** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** * * * *** * * ** Submittal Fee $ Permit Fee $ ' a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this 43 day of N74r) , 20 ` 3, by HQrrt4 LL ,gce rJ 4 , who is ersonally known t e or who has produced As identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commission Expires: APPROVED BY DAMAYI VEGA MY COMMISSION # EE 066066 EXPIRES: April 1, 2015 Bonded Thru Notary Public Underwriters /00'1113 Contractor The foregoing instrument was acknowledged before me this 2Z day of 4.7A / , 20 /3 , by plory pQ ger3eovel who is personally known to me or who has produced ra_ and who did take an oath. Plans Examiner Structural Review NO ' Y PUBLIC: Sign: Print: My Commission (Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) S � Y PPti ► i YI VEGA tic gt MY COMMISSION 6 EE 066066 g� vo?. BondeEXPIRES: Thru Notary April c Underwriters Rf, „� Z Zoning Clerk Norman Bruhn From: Sent: To: Subject: Barrelli, Lourdes (RER) <BarreL @miamidade.gov> Tuesday, February 05, 2013 7:55 AM Norman Bruhn FW: CLI- 2012 - 0031 -Mark Llerena project Norm, Please see below, 1 miss -typed your email. Sorry for the delay! Lourdes Barrelli, Biologist II Department of Regulatory and Economic Resources Overtown Transit Village 701 NW 1st Court 6th Floor, Miami Florida 33136 305 - 372 -6595 www.miamidade.gov/pera "Delivering Excellence Every Day" Please consider the environment before printing this email. From BarreIIi, Lourdes (RER) Sent: Monday, February 04, 2013 10:45 AM To: ' bruhnn @miami.shoresvillage.com' Cc: 'jamesjamesmjr @aol.com'; Linaje, Kirk (RER) Subject: CLI- 2012 - 0031 -Mark Llerena project Hello Norm, As we discussed during our telephone conversation on Friday, the Department has reviewed the plans that were signed and sealed on 1/3/2013 for the project at 1550 NE 103 Street in Miami Shores. The proposed structural changes depicted on the plans shall not result in environmental impacts, therefore, a Class 1 permit modification is not required. Department staff shall perform a final inspection and prepare a report once the work has been completed. Please contact me or the compliance enforcement project manager, Kirk Linaje (he is copied on this email), if you have any questions. Regards, Lourdes Barrelli, Biologist II Department of Regulatory and Economic Resources Overtown Transit Village 701 NW 1st Court 6th Floor, Miami Florida 33136 305 - 372 -6595 vvvvvv.miamidade.gov/pera "Delivering Excellence Every Day" Please consider the environment before printing this email. rri •N , / / / 4' ALUMINUM FENCE Pg L `✓'" N89 46'39 "E 152.56' '(Pj • • •151.35'(Mj CLF. TAW MEW IM /i MsIMM.. �rf4 13....Magt .r rsr MEM LOT 19 SLOCK 5 R 364.88' ,ED JAN U 8 2013 GERM Coastal Resources Section Jlal Resources Regulation & Restoration Division (NRRRD) �IA'r"Gp 5l\ / " jJ a .J "! f ,, _� Mlarni Shores Village APPROVED ZONING DEPT BY PATE %, & , / ( 2 0 0LD ' DEPT p)rT ..7 c/ SL CT 0 CL.N , I.IPNCE WI PR ALL S FoTP AN,,. C(:-I•..,N•,••(, A,E5- A1g..REGGLA•1:14-A�.......... i is F DEPA 'MN18 SURVEY D8 L*RAT1ON 18 NADS ON T11:I F1$LD DATE INDICATED, TO TINE OME (s1 LISTED. IT 18 NOT TRANBFERAILE To ADDITIONAL IN811TYTION8 OR INIONIQURNT OWNERS.' J,/ _# J I JJ + 4Q: t• This property Lot 20, Block 5, RBPLAT OF TRA MIAMI SHORES BAY PARK KBSTATE9,Q j0� j according to the Plat thereof as recorded in Plat Book 64, Page 97, of the Public Records of Miami Dade County, Florida. DERA CC. = >s PF E L` .e. E it 1 Nitta ] 111 H 111 1111 is 'Ail 1 11111111 11 1019ji 11111ighl 314 ea St f i II � 1L 1 II 1111 111 I thi e V42413: M/ = TO: Mark Llerena South Coast Title FidellityNational Title Inamcane° Company 1550N.B. 103rd Street, Miami Shares, FL 33138 Bearing, If any, shown based on Pbat Melidtan (reference) NORTH le N89 1148'39"E REVISION& ELEVATION NOTE OFAPPLi ) L.F.Piev.R a00. (lowest MUab$ Boor Nevadan} Elevallon shown hereon referteN.G.V.D.1029. Lowest adjacent grade elevations .11.4_. EM. # (MIAMI- ErAneL , Elmo -.17-22L. Elery w 7.11 ' .,• NIA: LEGEND A imam MPH • :ea link se ▪ • CM* bob CBS ■ Comb Deck Mutt* C11 • toad Mow, ehattlnalo. 1 • Canter el* OLP • Chin Unk Fenno CL • Clear CONC• D • DM 0 • DIaad r DH • DIM* • mamas A linking= hoonsnl E.D. • Robb Dze ! se. • Enensdiral P2. • Rik Ma F.H. •RN*Dirt P.LR. • Pannd his Rohr PR. • raids Pew Allahl P.I.P. • Pool Iron Ape Fa *Pound LP. 401 Pais IA • Welourad an •laid Finn M.H. ■ Hitch • tdaneoarilli wA • Dr/140U Mm •NWiDtaa MI •Notlotkala OM wort MILL owehod Ulsytin. 011 •0w.t P "PM Pa • Roan* PC • PanCowin P.C.C.• paint* wCompoud PCP •PanorwolCantratRAnt Pa •Pap RI. • Mid Inbar:Ian tt • Popo, um P1. • Ptaiir PAD* PointdCara.mrast P.P. • Poor Pals PAM.• Pee Rehrss P.R.C.• Point dawns ol Pr • P l*Co W R • Radar wR PaIA ■ p daaatasd arnycr 1W ■ Feritic▪ ak aaa. • 60•001 U.E. • IJaN ralnsi W.M. •Wawwir W.V. •wawWks ElavaeanaTalor TOPOGRAPHIC SURVEY. 1 HEREBY CERTIFY: that Eli survey meets the minimum technical standards ea set fart» by the FLORIDA =.. -,. %.00,..,—.• : ":Y_sl.. SURVEYORS AND _ In. t 8,1.1 . Administrative Mode, pu • 1,I Raids Statutes. NES 11/10/11 OFESS 0 SURVEYOR AND MAPPER No. 4327. State of Florida. Alvarez, Alguesvlves and Assadatas, inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FiL, 33173 Phone 305.385.0385 Fax 305.385.0823 LB. No. 68671 a -mail: faataurvays@aa.com Field Date 11115/11 Scale: 1"=251 Drawn by 5.1. Drnp. No. 11 -18992 11.19.12 Changed Cap Dimension REVISIONS (3) New Batter Piles, ., • This. Sectidn" Only•_ 22' Praperly Une 151.35' 61' 36' Property Une 1Tlr►., -" 1L4 1r1: iTD. 1T ►T ►TI*_ `TaT► ►11.. --l1TATl.r. rlT,T1T ►7 '�'1CLT ►�1._ 'r ►r1T.iTa..i .r�T1T1Tw�' iTATirirV 'f►r ►T ►rl _. 'Tyr ►T ►Ta. "aT ►T11.{ aT11Tir►rU, lr,\.T1T1TiV,,,Ta,T /. ;iAITATI T►T1Tl'!.T %7LTiT1T ►71T11'l� ?1Tii .t17�,Yi' %AI►T(VTrirAri 1 T1T1T1T► SInYAT/ a�YAT0T1T1.0.4T, 717►T1riTIT1r1T• 0llr►T►IT1r1T AYAYATAVATATATAY iTAYATAT►r .YT /7►rirlW Ti . VOAYA ,17/Yr14 /VTir1Ti.T►lr ►T►' l T,a, ArAYAZ,AVAY.V17.10., ITAT,l YTArl 1 '1.YArA7.011, .4301T 'lr / I 11 ANNW . %_r I MIN _)♦ 41•1 MINI NMI NEM M., AN MIR MINI MOM =MIMI, 1. / s- -!__,► AM__ !_ - -- 1 j _____ �___. 1 �!!ir / —_N r_NINNY MI WNW ■!I /1 I - -� I A /_r /I< -eI ♦j !1 �� / .m i �_ • I_■ I -7 i' / —eer �r �� I_K ._I -MI ■Irr r I -t MINN Ir ill air 61'-8" J• -I =Elf VIM AI IMOI Anew 4 .w_ nom, 16' on center) .10' on center) • New 20,000 lb Neptune Boatlift ERM CO P'L ,LcM 170' Existing 'Seawall To Remain, Existing Seawall Cdps To /,\ • Remain, Form and Pour 170' Long x 40" Wide x 30" Thick Reinforced Concrete • Seawall Cap (14) New Batter Piles ® 7' On Center, This 34' Section Only — 69' Site Plan Scale: 1" = 20' 11.1% '1/4_197 See attached survey for exact property informa tion. 61'-8" Existing Seawall With Batter Piles and King Piles To Remain 05 Triangle Lot 20 Block 5 REPLATE OF TRACT "c" MIAMI SHORES BAY PARK Florida dir Plat Book 64 Page 97 !lade County .i JAN 01 2013 DERM Coastal ResArces Section Natural Resources Regula n & Restoration Division (NRRR) Seawall Repair Dock and Boatlift Mark Uereno 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE 11censa al 038398 7880 NW 146 'Shoat {305) ) 2k3- 12388rrdo ors Edward A Landers, P.E DEN I D%W WRT DAZE 02.09.12 PLOT 240 DW0 Na. 1090 240 SP-11 °1.n 61` Sheet 1 4. 2' 2' -6" 2' -6" 2' -8" 5' 6" Seawall Repair Dock and Boatlift Mark Uerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE 1116 PE License 1 035398 7550 NW 148 Street 1509 Wm! Lakes, Florida 3=016 309 523-3938 Edward A Landers, P.E 8' 8" DSN OWN WRT DATE 02.06.12 PLOT 48 DWG Nu. 1550 Oetafs -R T cY Sheol 2 8' r Man View (Pile and Pile Cap Lay --Oy) Scale 1/4 1' -0" 8' 8" 8' a" 9' -2" (13) New 12x12 Prestressed Concrete Dock Piles Driven To 10 Ton Bearing Capacity 11 2' " 2' -8" I ---__ r 9" 9 =2" 1 2' -6" 1)EIZM COASTAL SECTION P VAL IlYME D .TF ice. i RECEIVED IAN 0.82013 DERM Cc,astal Resources section /attire! Rssot:-ces Regulation & Restoration is-o; (NRSRD) 1 =3" — 1' -9" 51_5" 9' 1=9" 46' r 1 Plan View Scale 1/4 "= 1'• -0" The construction , of the Ipe. grate ' 1s as follows: A 1" slat with a in open space 0.7571.75= 0.429 =43%. Seawall Repair Dock and Boat lift Mork Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE License 1 038398 7am Bo t 31 35) L823 s 3!938 308 Edward A Landers. P.E DEN I OWN WRT DATE 02.00.12 PLOT 45 DWG Na. 1550 0et -R DIRECTORY Di a Sheet 3 Ipe x1 grated decking with r spacing with (1) S.S. Wood Screw perstringer CENED JAN 08 2013 D-RM Coastal Resources Section :era` Re, �urces Regulation & Restoration vi o (NRRRt3) 9' 3 " X15" Concrete Curb . r 1 6" Section . Z-Z 9' (2) /6 Bars Top and Bottom /3 Stirrups CP 6" on center ..(6) /6 Top and .8attpm •with 13 'Stirrups C • • 61 On Center Ipe fx1 grated decking with in spacing with (1) S.S. Waod — Screw perstringer 3 /5 Add? Top Ipe fx1 grated decking with in spacing with (1). S.S. Wood Screw perstringer 340 stringers t1 16" max spacing fastened to headers w/14" Gal,. . Hurr Straps (USP RT16 Strap, Uplift Cap 905 /, NOA 01- 0912.05) with 5 -16d Galy Nails Each end (typ) -12" --15 "— 7' 6" Section X—X See 8 "x15" Conc Curb Detail (13) New 1242 Prestressed Concrete Dock Piles Driven To 10 Ton Bearing Capacity 15" 3 /5 Addy _ Top 15" 1 12" 18" ti Section Y —Y Z 1pe 1x1 grated decking with r spacing with (1) .S S Woad Screw perstringer .3x10 stringers CP 20" max spacing fastened to headers w/14" Galy. Hurr Straps (USP RT16 Strap, Uplift Cap 905 #, NOA 01- 0912.05) with 5 -16d Galy. Nails Each end (typ) 340 stringers CP 18" max spacing fastened to headers w/14" Galy. Hurr Straps (USP RT16 Strap, Uplift Cap 905 1, NOA 01- 0912.05) with 5 -16d Gals. Nails Each end (typ) (4) /5. Dowels /3 Stirrups 0 6" On Center (6) /6 Bars • (13) New 1202 Prestressed Concrete Dock Piles Driven To ,10 Ton Bearing Capacity DERM C ^`> ;;. NAME • DATA_ /orb (2) /6 Bars Top and Bottom with 13 Stirrups @ 6" an center 8"x15" Conc. Curb CEIVED AN 0 8 2013 astal Resources Section w^,tural Resources Regulation & Restoration Division (NRRRD) Seawall Repair Dock and Boatlift Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE Manna # 038388 7880 •NW 148 Street 1109 pM 033018 Edward A tandem. P. L DEN I OWN WRT DAiL 02.09.12 PLOT 48 WC No. 1d90 Debts —R DIRE Y 9hee1 4 New Seawall Cap 46' 9' 7' 8° LH LJ Existing Seawall With Batter Piles and King Piles To Remain , (13) New 12x1g.Prestressed Concrete Dock Piles Driven To 10 Ton Bearing Capacity Typical Dock Cross Section Scale 1/4"= 5' Above MHW Ml 8' NGVD • MLW 0.6' NGVD • RECEIVED AN 082013 Natural DERM Coastal Resources Section esources Regulation & Restoration DNision (NRRRD) Seawall Repair Dock and Boatlift Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE 78a50 NW Llama 1 _038398 Lett 9SF1 rWet W 5 • (309) 523 -3938 Edward A Landers, P.E. Dm Dm WRT DATE masts PLOT 46 OWD Nn. 1850 •Datads —R DIRECTORY Sheet 5 Finished Grade 42 "th a 3•. Existing Seawall Cap Too Remain I1\ Existing Seawall • Panel To Remain Existing 'Bag Footer 1 Bag Wide • 2 Bags High, Not Along The Entire Property "To Remain" F-- (9) 15 Continuous 13 Stirrups C 14" on center 5 L Bars @ 12" On Center \ Dril! & Dowell 6" into cap and 1 set in epoxy . MHW 2.8' NGVV MLW 0.6' NGVD Li Existing Berm To Remain Existing King and Batter Piles To Remain Typical Section (Existing King and Batter Pile Wall Area) Scale: 3/8" = Finished Grade 6" Existing Seawall 1\ Cap To Remain 5 L Bars ® 12" On Center Drill & Dowell 6" into cap and set in epoxy 42 "± 3" (8) 15 Continuous 13 Stirrups @ 14" on center • z Existing Seawall To Remain Existing Bag Footer 1 Bag Wide 2 Bags High, Not Mang The . ;Entire Property "To Remain" 12 L Typical Section (New Batter Pile Wall Area) Scale: 3/8" = l'-0" 11.19.12 I Changed Cap Dimension REVISIONS DERM CC: AS . 3, SECTION NAME DAT J�HW 2_8' NGVD MLW 0.6' 'NOVO New 12x J2 Prestressed RECEIVE Concrete Batter Piles ® 7, Max Spacing Driven to 15 .Ton Bearing Capacity JAN 0 8 2013 • • DERM Coastal Resour Natural Resources Regulation& Restration Division (NRRRD) Existing Berra. To Remain Seawall Repair Dock and Boatllft Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE !icons. 111 038396 • 71350 NW 145 Street POD • • • JOB lakes. 0t8 823 -39330 Edward A Landers. P.E: ess I own WRT DATE 02.78.12 PLOT 32 DWG Ne. ....MD 8PC DIRE Noel 6 GENERAL NOTES: • 1) Construction to follow Florida Building Code 2010 edition and amendments as applicable and all Local, State, and Federal Laws. 2) Licensed Contractor shall verify the existing conditions prior to - commencement of the work. Any conflicts or omissions between existing conditions or the various elements of the working drawings shall be brought to .the •attention of the 'Engineer prior to the • • commencement of the work. The Licensed Contractor and all sub- contractors are responsible for all lines, elevations, and measurements in connection with their work. 3) Do not scale drawings for dimensions. 4) Any deviation and /or substitution from the information provided herein shall be submitted to the Engineer for their approval prior to commencement of work 5) All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6) All new work and %or materials shall conform to all requirements - of each administrative body having. jurisdiction • in each •pertaining circumstance. 7) Al! new materials and %ar patchwork' shall be provided to match existing materials and /or adjoining work where practical except as specifically noted herein. 8) Licensed Contactor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. . . 9) Licensed. Contractor to verify location of existing utilities prior to commencing work. • 10) The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work. 11) Licensed Contractor to obtain all permits as necessary from - all Local, State, and Federal agencies. CONCRETE PILE NOTES 1) Concrete pile concrete shall attain 6000 psi compressive strength in 28 days. 2) Concrete piles shall be reinforced with four -- 7/16' lo—lax strands, 27 kips, and /5 spiral ties. 3) Concrete piles shall be 125112" square, min. length 20 feet. 4) 'Concrete piles shall be driven to "a minimum .bearing ..... capacity of 15 tons. PILE DRMNG NOTES 1) Pile driving operations shot! be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. • 2) Piles shall be driven using an approved cushion block consisting of material so i arranged so as to provide the transmission of the' hemmer energy. • • • • 3) Piles shall be driven to fequired capacity a minimum of 12 feet into berm. 4) Piles shall be driven with a drop hammer or gravity hammer provided the harmer shall weigh no less than 3000 pounds, and the fell of the hammer shall not exceed six feet. 5) Piles shall be driven with a variation of not more than 1/4 inch per foot from the vertical, or from the batter line indicated, with o maximum variation of the head of the pile from the position shown on the plans of not more than three Inches.. • 6) Where piling must 'penetrpte strata offering high resistance to driving, the structural engineer of record . or special inspector may i require that the piles be set in pre — drilled or punched holes. The piles shall reach their final penetration by driving. • Genero! Note: • All hardware to be galvanized (unless otherwise noted). Design in accordance with 2010 edition of the Florida Building Code. .J Elevations shown hereon are? based on the National Geodetic Vertical Datum of 1929. Approved contractor to determine the suitability of existing structures and verify all dimensions, the approved contractor is responsible for all methods, means, sequences and procedures of work. STRUCTURAL TIMBER NOTES 1) All structural framing shall be /2 Grade, pressure treated Southern Pine. 2) All' decking shall be /1 Grade, pressure treated Southern Pine. 3), Designed. for :Live Load of 60 PSF and Dead Load of 8 PSF • and F'b =1,200 PS! • • • • CONCRETE NOTES 1) Concrete shall conform to ACI 318 (latest edition) and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water — cementitious mat- erials ratio, by weight, normal weight aggregate concrete of 0.40.. 2) Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in. accordance with .ASTM. . 3) .Licensed Contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal CEIVEL) 4) Concrete cover shall be 3 inches unless otherwise not E approved drawings 5) Reinforcing steel shall be in conformance, with the latest • version of ASTM A615 Grade 60 Specifications. Al! reinforcementJAt 0 8 2013 shall be placed in accordance with ACI 315 and ACI Manus ,qf7 co Standard Practice. alum+ Resou ' Resoir'vs Sect/0_ n 6) Splices in reinforcing bars shall not be less than 48 bar diagivtsion RRp Resto�tior, meters and reinforcing shall be continuous around all comers and 1 changes in direction. Continuity shall be provided at corners or changes in direction by bending the longitu • �l steel around the • corner. 48 bar diameters e Ei � � • :� s T ETA DA 4 r, A 1 1.19.12 I . . .. Changed Cap Dimension REVISIONS J Seawall Repair Dock and Boatlift Mark Llerena 1550 NE 103 Street Miami Shores, Florida 33138 Edward A Landers PE Inc PE license 038398 7850 NW 140 Street 1509 • (305) kalk3%938 330!6 (( 3 Edward A Landers, P.E DON DM WRTJ DATE azol.t2 PLOT 32 098 Na. ..1S5O Sac OtRECTORY NM\Doaki She 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 192591 Permit Number: EL -1 -13 -143 1 Inspection Date: June 03, 2013 Inspector: Devaney, Michael Owner: LLERENA, MARK Job Address: 1550 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RAVEN ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (786)981 -1301 Parcel Number 1132050310110 Phone: 305 - 221 -3339 nts ELECTRIC . FOR DOCK Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments ,,.? Failed 2_cp 9 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 31, 2013 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical„ y JOB ADDRESS: / S N S 0 / oT FBC 20 tO Permit No. 1'? 143 Master Permit No. i 1.:" 1 Z 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): X1.4 r(. 1. (-e_ Phone#: gL f6 g°5- Address: ( C.S0 /1 e- X34_ City: \kA i gnares State: - Zip: 3 3 ( 33 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: Ct I' 5k 4 b cttM City: r\:;" yy State: d"'4 Zip: 311 CS— Qualifier Name:OS 1� ' a -^CI. Phone #: State Certification or Registration #:G:. R. (201-2631 Certificate of Competency #: ® z e- ©00 6 1.:1_ Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: tAr \' Phone #: 3' o' t 1-2A 0 Value of Work for this Permit: $,:,A' (0 0 Square/Linear Footage of Work: New URepair/Replace UDemolition Pow Type of Work: ❑Address ❑Alteration Description of Work: ! / ` C f 1v * *** :******** ** ************** **** * *** ** Fees * ***** ** x*****+ x** **+ x********+x *************** Submittal Fee $ .0' ,03 Permit Fee $ e' '/' /ems CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 FIFCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence - must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I , __ , , Bence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of )'id , i , 201 3 , by tACII who is personally known to me or who has produced As identification and who did take an oath. NOT ,RY PUBLIC: Sign: Print: My Commission Expires: AL *************** * ** APPROVED BY DAMAYI VEGA .x_ MY COMMISSION # EE 066066 cTC EXPIRES: April 1, 2015 4,$j �4h`� Bonded Thru Notary Public Underwriters * * * ** Signature Contractor The foregoing instrument was acknowledged before me this 7 day of etin , 2 0 1 1, ;• by' S e a t , ' C �l i c, cfas who is personally kisown'to me or who has produced as identification and who did take an oath. NOT : PUBLIC: Sign: Print: My Co ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 04"1 Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk