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DOCK-10-2241
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 156088 Permit Number: DOCK -12 -10 -2241 Scheduled Inspection Date: February 22, 2011 Inspector: Bruhn, Norman Owner: SAVITS, CHRISTOPHER & MONICA Job Address: 1460 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI BEACH SEAWALL Permit Type: Dock Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050310060 Phone: 305 - 937 -4528 Building Department Comments REPLACE OLD DOCK AND SUBMERED BOAT LIFT AND REPLACE WITH NEW Pass 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- 154427. No Access, gate locked and no answer at door. NB AS PER CONTRACTOR, GATE NOT LOCKED February 18, 2011 For Inspections please call: (305)762 -4949 Page 13 of 18 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 Type: BUILDING OWNER: Name (Fee Simple Titleholder): _ ri pb r _ tit* _Phone #: Address: N.,6,0, ., U /03 54-. City: a 5/16 f 5 ,- State: FL DEC le,T7W3r: ?, 1010 L BY:B : ... o.••...• ..neua•... Permit No. OCO---)D-Q9A t Master Permit No. Tenant/Lessee Name: Email: JOB ADDRESS: / Y/ 0 A/E IO3 s4re.2? City: Zip: Phone #: /VVA Miami Shores County: Folio/Parcel #: 1/ - 3205 031 - €3660 Miami Dade Zip: 33438 Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: Amen; .gP.o,ch See:two.«S, Inc. Phone #: 3,05- 99.5.2 /1V Address: i 70.E 7 w. t_ .� a Xi e Miry. #/L 7 City: M. a .nrt o a d3 e",al sea e,yti of 'State: PL- Zip: ST /G6 Qualifier Name: gj f enf fio ce Tl a Phone #: State Certification or Registration #: Ea 7 7 Ax1106gf7C7rtificate of Competency #: f2 77 Contact Phone #: 305 • °93Q' 8‘, 2 'E/mail Address: ;' Sea Wet r�C. @ be l/ b m - h eY- DESIGNER: Architec °" nginee . TOh n 11. BIAS, k P f / -PE # illgi y Phone #: .3 65 -.554/- - 7 /70 4r. .( /0� �7.1i a 0 //-- Value of Work for this Permit: $ Square/Linear Footage of Work: %<�S7. < l) , eK Type of Work: ❑Address UAlteration ( New 0epair/Rep1a e molition Description of Work: 9.—€ lot/Q. ®I ® 04e J-141) � �t 0.1%-a -eelot ee wrl neM)). COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ , CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 0 r16 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N /� 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subjec, chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in hic /occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection /'l, o'; f:p���. and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 311, The foregoing instrument was acknowledged before me this day of al,�`L'. , 20 p , by eh rt:s er. .S0 t/.��-s , day of 1DeCe1+ 20 ►b , by r ■otn /"l®fe /Tit , . T/• who is ersonally know o me or who has produced who is As iden NOTARY PUBLIC: Sign: Print: ta n ncli*tory ' u lc feao ��Otta �,� Srian Vella 7 My Commission DD976814 or or Expires 03/29/2014 Rr.'40,.1 V1 /4 My Commission Expires: 3/.2 1/1 e /9 ersonally kn to me or who has produced as identification and who did take an NOTARY PUBLIC Sign: Print: ian �pY Pia Notary Public State of Florida ° Brian Vella My Commission DD976614 z1 Expires 03!29/2014 €i/4 My Commission Expires: 3/2 9/2b l Cl/ r**************************************************** * * * * * * * * * * * * * * * * * * * * * * ** * ** * * ** _ * * * * * * * ** * * * ** * *** * ** APPROVED BY ?? /04 /2 /zgPo (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Zoning Clerk STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, C infissp i.e{ Smith 1�$ , does hereby attest that the property owner) attached survey, performed by P nnell Salmi, rne. (name bf surveyor's company) performed on Q t4/Q b /0 7 , is an accurate representation of the existing conditions and (date of survey) locations of all strictures on the property as of this date. The pu pose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without' first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or,which may violate zoning or building code regulations. The Affiant further understands that the existence Of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) SWORN TO AND SUBSCRIBED before me this ) 3 day of Ha +z1— . )0 /0 Affiant is ✓ personally known to me, produced .'r P(' Notary Public State of Florida �; Linda 8 Mason . c. j My Commission D0782803 '4o,v.o. Expires 03110/2012 beac . sea wa s 17-627 W.Dixie Highway, Suite 127 North Mend Beach, Florida 33160 305 -945 -2114, fax 305 - 945-2329 TO: Chris Savits CELL: 786 -877 -3564 EMAIL: anchordot@aol.com January 27, 2009 Page 1 of 2 JOB SITE ADDRESS: Savits Residence 103rd street Miami Shores, FL PROPOSAL WORK TO BE PERFORMED BY CONTRACTOR: Dock and boatlift installation 1. Remove existing 20' x 4' dock and (3) piles 2. Install (6) new CCA 12" piles 3. Install new framing and decking to construct a 30' x 4' dock 4. Install a 10,000 Ib. boatlift (no charge) 5. Supply and install new 16,000 Ib. (4) post boatlift with remote $ 8,475.00 (delivered and tax included) TOTAL CONSTRUCTION COST $ 15,975.00 PERMITTING AND ENGINEERING FEES $ 2,450.00 TOTAL COST $ 18,425.00 PAYMENT SCHEDULE: Upon acceptance (permitting and engineering fees due) Once permits in hand (order materials) Upon completion (city final Inspection) $ 2,450.00 $ 7,987.50 $ 7,987.50 NOTES: Contract will be limited only to the work stated herein. Any changes, and /or additions added on during the performance of work shall be at additional costs and at the owner's expense. Any new charges shall be presented to the current owner in the form of a 'CONTRACT CHANGE ORDER" and must carry the owner's approving signature before changes, and /or additions will be performed. It is the owner's responsibility to supply an updated signed and sealed property site survey no more than one year old which clearly indicate the boundaries of the property. The survey, must properly identify the construction area in order to assist the Public Works Department of the City of Miami Beach in identifying existing and /or potential encroachments, prevent damage and obstruction to utilities, and identify rights-of-way and existing easements. The survey must also show the Finish Floor Elevation (FFE). If there is an existing sidewalk, the elevation of the sidewalk and the elevation of adjacent street and sidewalks must be reflected. If there is not an existing sidewalk, then the crown of the street at the centerline of the property must be shown. Survey will 231823 -6 BUSINESS NAME / LOCATION MIAMI BEACH SEAWALLS INC 2430 NE 214 ST 33180 UNIN DADE COUNTY 2010 . LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - TATE OF FLORIDA EXPIRES.EPT -30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTF;R 8A ART: 9 &� i,l THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 243692 -1 CC # E277 OWNER MIAMI BEACH SEAWALLS INC 196 SPECIALTY ENGINEERING 11S IS ONLY A LOCAL ISINESS TAX RECEIPT. IT )ES NOT PERMIT THE ADM TO VIOLATE ANY LISTING REGULATORY OR WING LAWS OF THE )UNTY OR. CITIES. NOR )ES IT EXEMPT THE )L DER -FROM ANY OTHER IRMIT OR - LICENSE MIRED BY LAW. THIS IS )T A CERTIFICATION OF IE HOLDER'S QUAUFICA- As Se a Type of Business IYMENT RECEIVED AMI-DADECOUNTY TAX )LLECTOR: 09/21/2010 09010329001 000075.00 SEE OTHER SIDE Our professionals and businesses range 1 boxers to barbeque restaurants, and they Every day we work to improve the way we For information about our services, pleas( There you can find more information abot impact you, subscribe to department new: Department's initiatives. Our mission at the Department is: LicensE constantly strive to serve you better so the Thank you for doing business in Florida, FIRST - CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 TION WORKER / S CONTRACT 1 DO NOT FORWARD MIAMI BEACH SEAWALLS INC BRIAN MORETTI PRES 2430 NE 214 ST N MIAMI BEACH FL 33180 11ll11i111111,ll1ii (850) 487 -1395 Ac# 4613156 :IPT No. - 30 2436921 NAME;/ LOCA11O BEACH SEAWALt3 NE,214 ST° . MIAMI BEACH SiE i1t tinsx V St rI ®��� C� -0-z u t% `f ir o, Vie; t d a THIS IS NOT A BILL — DO NOT PAY CC NiO: - E277 AILS INC SACK OF RE' I $T OF NON'-I TCIPALITY bolder must Inter. In the city reviork;Is to be FIRST -CL U.S. POS1 PAID, MIAMI, PERMIT NI RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ECIALTY ENGINEER ING CONTRACT DO NOT FORWARD MIAMI BEACH SEAWALLS INC BRIAN MORETTI PRES 2430 NE 214 ST N MIAMI BEACH FL 33180 12 l llill,1111tilillllli1111}UiJ )liliilll11l1:i1111F)l*IL*II1ll DEPARTMENT OF BUSINESS AND PROFESSTONNL REGULATION CONSTRUCTION_ =_ lgUI TTRY= I,ICENSIN BO iRD; SEQ# L09092301544 DATE BATCH NUMBER LICENSE NBR 09/23/2009 080485809 RX11066977' The SPECIALTY STRUCTURE CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) MORETTI, BRIAN JOHN MIAMI BEACH SEAWALLS INC 17027 W. DIXIE HWY NORTH MIAMI BEACH FL 33160 CHARLIE CRIST C4OVFRNOR CHARLES W. DRAGO CF!f'RRTARV Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY E277 MIAMI BEACH SEAWALLS INC D.B.A.: RETT BRIAN Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30/2011 QUALIFYING TRADE(S) 0005 SEAWALUSM DOCK 0006 PILE DRIVING & FOUND Hemunio Gonzalez P.E. Secretary of the Board County retains aN property rights herein. MIAM Depth at dock Every 4th Pile 11.3 W -PL 9.3 Cleats (linear foot from W PL); 21.5, 51, 76, 97.7, 112 2, 115.4, 121, 125, 153, 160, 172, 192.7, 212, 215.5, 223, 231.5, 237 Mooring Whips (linear foot from W PL); 26.5, 45, 213, 237.5 Boat lifts (linear foot from W PL); 54 -64, 154 -164, 174.5 -184 238LF Broken outfall pipe f---\\ Hole on pool deck exposing outfall pipe and seawall Proposed work area 1....... Rotating out waterward 12/27/2010 1:OOpm — 1:30pm AH, FA, KAL Permit No: 10- 22 `-/f/ Job Name /27:73 , 2010 Miami Shores Village Building Department "tag C itique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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 drawing-S. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT PERMIT # O CX-10 - L L2 0 DATE: 1, 6R N(Contractor ❑ Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) S Address: i 910 S-T c,oF`c 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 Buildin Acknowledged by: continue permitting process. PERMIT CLERK INITIAL : RESUBMITTED DATE. : PERMIT CLERK INITIAL: zoW Permit No: 10 -2241 Job Name: December 29, 2010 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) Plans must be reviewed and approved by Miami Dade County DERMfor final approval. 2) An electrical permit application is required. 3) The shop drawings for the lift must be reviewed and approved by the designer of record to show compliance with his design. 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 - 795 -2204 01/04/2011 11:52 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES $$$$$$$$$$$$$$$$$$$$$ $$$ TX REPORT $$$ $$$$$$$$$$$$$$$$$$$$$ TRANSMISSION OK TX /RX NO 0933 RECIPIENT ADDRESS 93052210670 DESTINATION ID ST. TIME 01/04 11:51 TIME USE 00'17 PAGES SENT 1 RESULT OK Permit No: 10 -2241 Job Name: December 29, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERMfor final approval. 2) An electrical permit application is required. 3) The shop drawings for the lift must be reviewed and approved by the designer of record to show compliance with his design. 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 - 795 -2204 Iv'u Permit No: 10 -2241 Job Name: January 19, 2010 Miami Shores Vivage Building Department Building Critique Sheet 2nd 1) An electrical permit application is required. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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 - 795 -2204 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: CHRISTOPHER & MONICA SAVITS Phone: Job Address: 1460 NE 103 Street Miami Shores, FL Parcel: 1132050310060 Block: Lot: Scheduled Ins° # Inspection Type 02/16/2011 INSP - 154427 Final No Access, gate locked and no answer at door. NB Inspection Status DENIED 02/09/2011 INSP - 154425 Framing in Progress DENIED Inspector Date Completed Norman Bruhn 2/17 /2011 Norman Bruhn 2/9 /2011 02/10/2011 INSP- 155851 Framing in Progress APPROVED Norman Bruhn 2/10 /2011 CREATED AS REINSPECTION FOR INSP - 154425. 02/22/2011 INSP- 156088 Final APPROVED Norman Bruhn 2/23/2011 CREATED AS REINSPECTION FOR INSP - 154427. No Access, gate locked and no answer at door. NB AS PER CONTRACTOR, GATE NOT LOCKED Monday, April 1, 2013 Page 1 of 1 Lion Insurance LION INSURANCE COMPANY+MIAMI BEACH SMALLS 1/1 CERTIFICATE OF LIABILITY INSURANCE 1 o rzol.1 Pradttosri Lion insurance Company 2739 U.S. Highway '19 N. Holiday, FL 34891 Vila C rtMots te raerrsd as a matter of information only and anlsns no ftett w is dose mat""m'd, waiter ,a„ policies Inurens Attuning coverage NAtC e Irw d: South East Personnel Leasing, Inc. 2739 U.S. Highway 19 N. Holiday, FL 34691 Manor A: uon Insomoon Company 11075 insurer E: lower 6. locum 0: hour E: Covets . Oda mete* pod A maybe lessee ar f��41Sebaant6dftledblhepl tlsedeiC�edheredlesu•ctro dlepe.;am6 .e;1-; dp a. �ofa cb Daaicpe a o ArK » I. g , .. a ,; . ; -:mg non : Dee;4 tl - 07' m r+ Type of >ttsumnce Poky Number (MAG/BU `Paper ab0rr Mb - (NIMIDD/YY) fJrtdts MINERAL ]5orivnerciel LIRE/ t ITY Generaf Liability Mims Made D ea, ocn.raw Ownsps traewproms(EA led ego ■ lament aggnegataBrit apples pax: ParaanAdr Inkry GeneraArattsptb 0 Pao/ 0 0 LOC -ter s.... .....i. AUTOMOBILE LIABILITY any Alto osOwrodAmos Scheduled Amos Fired Amos nononned Amos • cossaredsurpetant (EA t Pam) Soft Prx1 ow/wading) Prom / Woods PrAcodsne t LIABILITY _R Occur D• Clem Made Dedatk EaeraOerureae AgpreOs A Workers Compensation and Liability ltrio,+issaribeunder sped* a a nsbebw. WC 71948 01101!2011' 01/01/2012 . x Iwo ' 1 os ELEaceAaeideat st.000000 61. Dieshe -� � E.L. Disease - Nips Wnib stemma Meer Lion Insurance Company IMP. Bat Company retedA: (Excellent). AMB # 14616 Deeediptions d OperellenekeadianelVetadmagedusione added by EndoreemsntI$peald Provisions: cites= to 4s4137 Cove only applies lo active employee(s) of South East Personae! Leasing, Inc. that are leased to the folhnadng "Client Company*: Waal Beach Seaw*Ua, Inc. ceventge only applies to injuries hlctrtad by South East Personnel Leasing, Inc. active emplayee(s) , unpile wonting in Honda. Coverage does not apply to statutory employees) or independent contractor(s) of the Client Company or any other entity. A list of the active empia s) leased to the Client Coinparly tan be obtained by Ifiedng a request to (727) 937 -2te or by Calk (727) 939 -5562. Praiect FAX 308- 945.2329 di 3053733878 / ISSUE 11-05-10 (CF) c,rmrimoah stool! 3�rrstIDWedssentatipofdseastaeteib6barorothsa tistateaaresmeusgknuvrT aaeeraromedad days nedonmrceto�ba =I e7:WI SUistpe rero-dosoaesImpose no obkjeeanarewtrrdarr land upon dleautsor ,lmegrrtsoneptesra sees 21 Shots 0 Mani honed o 10021 Miami 2 NE2nd Ave. A 33138 (p) 305- 795 -2204 (t) 305 - 7564972 T'- . , js i,s„ £001j UNI'STIVAIVSS HOV1g IIIVIN 6Z£Z5t690£ IV3 £5 :5T TTOZ /80/20 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE PRODUCER Phone# 121460-0092 Coast to Coast Insurance Services, LLC 630 Corey Avenue St. Pete Beach, FL 33708 nouns Miami Beach Seawalls, Inc. 2430 SE 214 Street Miemi, FL 33180 DATE /08/2011 D THIS CERTIFICATE 18 IS$L3ED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. ISWF EDY TM ALTER HE CO RAA CERTIFICATE DOES B HE N OW INSURERS AFFORDING COVERAGE NAIL* COVERAGES I{EJRERA: RLI Insurance Company INSURERS INSURER INSURERD: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE RUED 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 SEEN REDUCED BYPAO CLAIMS. A GENERALIJA$U1Y CLAO/sMADE © OCCUR MLPOZ00041 GELMARONEGAIELLENpITAPPJ PEA POLICY n JECT n LOC 03 /01/10 03/01/11 EACH OCCURRENCE Rtgati°(E. l $ 50.000 NED 'WON one pNeen) s 5,000 PERSONALS AVE NARY s 1.000.000 GENERAL AGGREGATE $ 1,000,000 PROQVGITI- AGG $ 1.000.000 1,000,000 ADIONOELBLIASILITY ■ ANY AUTO ■ ALLOW/SWAM* ■ SCFEDLLEDAUTOS ■ IEREDAUTOS ■ NON•WNWAUTOB COI=SINGLE UNIT BODILY INJURY (PerpNeer4 $ 1 BODILY INJURY (Ptuseddmt) $ PROPERTYDANAGE (Paraold t) $ GARAGE UNISON ■ ANY AUTO AUTO ONLY- EAACcOENT OTJ A=ONL� ; EAACC toe $ S A EXCESSEEMIREL ALIABILITY ■ OCCUR Ej CLASISSIADE DEDUCTIBLE ■ RETENTION $ WORKERS CORPENSATION AND EMPLOYER" LIABILITY ANTE CUTIYE OTHER Hull/P&1 EACH OCCURRENCE i AGGREGATE $ $ iCtleaT.el i i' ILL FACE ACCIDENT ELL DISEASE. EA F,MPLOYEB 0 R 3 HI. DISEASE.POUCYUNR $ MIPOZ00041 03/01/10 03/01/11 $110.000 - Hull $1,000,000 - P&t DEORIPTIONOPOPERATIONS/ LO. CATIONSILGIHCIJIO/ OnCLUSIONSADDEDBYINDORSENENT /SPECIALPROVISIONS Miami Shores Village Miami ,I 1002 1 Ne 2nd Ave. Miami Shores, FL 33160 (p) 305 -795 -2204 (f) 305-756-8972 ANY OFTHNABO EDUCRta DEDPOUiEESBECANCELLEDSTOORETESEXPIRATION DAIS TNEREDE,11E MUM Slum srea. ENOBAVoR TO N AL 10 DAYS swarm scrnorre THE CERTIROAYE NOLDE* RAMOTO TIE LER, OUT PALMS TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY NAND IRON TM NORDEI t. ITS AGENTS OR REPR ITATIVES, A°TNOW!DR P EI AT"E ACORD28(2001/08) 200 1731 DNI `STIVAVaS H3VHg IIIVIK 6Z£Z5t>650£ %V3 M5T TTOZ /80 /Z0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 155851 Permit Number: DOCK -12 -10 -2241 Inspection Date: February 10, 2011 Inspector: Bruhn, Norman Owner: SAVITS, CHRISTOPHER & MONICA Job Address: 1460 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI BEACH SEAWALL Permit Type: Dock Inspection Type: Framing in Progress Work Classification: New Phone Number Parcel Number 1132050310060 Phone: 305 - 937 -4528 Building Department Comments REPLACE OLD DOCK AND SUBMERED BOAT LIFT AND REPLACE WITH NEW Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 154425. • Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 10, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 JOHN H. BUSCHER, P.E. STRUCTURAL • CIVIL CONSTRUCTION MANAGEMENT February 3, 2011 Building Department Miami Shores Village Hall 10050 NE 2nd Ave Miami Shores, FL 33138 Re: Savits Residence 1460 NE 103rd Street Miami Shores, FL New Wood Dock — Wood Dock Framing Permit # 10 -2241 Building Official, Per the request of Miami Beach Seawalls, on 1/03/11 I made a site visit to the above referenced property in order to inspect the completed wood dock framing. The inspected wood dock framing with connections is approved for installation of decking. If you have any comments or questions regarding this letter, please do not hesitate to contact me. Sincerely, John H. Buscher, P.E. FL PE #41844 4404 S.W. 139TH COURT, MIAMI FLORIDA 33175 TEL. 305-554-9170 JOHN H. BUSCHER, P.E. STRUcruRAI. • CIYIL CONSTRUCTION MANAGEMENT February 3, 2011 Building Department Miami Shores Village Hall 10050 NE 2nd Ave Miami Shores, FL 33138 Re: Savits Residence 1460 NE 103rd Street Miami Shores, FL New Wood Dock — Pile Certification Permit # 10 -2241 Building Official, I, John H. Buscher PE, certify that all piling installed on this project has been driven to the required design depth and bearing capacity as per plan. Please refer to the attached pile logs. If you have any questions regarding this letter, please do not hesitate to contact me. Sincerely, John H. Buscher, P.E. FL PE #41844 4404 S.W. 139Th COURT, MIAMI FLORIDA 33175 TEL. 305-554,9170 PILE DRIVING LOG Project Address DATE: JA4Q 2 Co 2014 SAV,'r5 NS >d\> C.K 146o WE. 1O5 sr r-U Ar1� 'st4oRt.S, FL_ Hammer Type DRo p Hammer Wt. ob LS Pile # & Size DrgM. Z # Blows Last 3" 8 # Blows Last ft. Tip EL, Zo Z2 --12' -t4' 5 -14' Drop Length (ft) Gs , Remarks WOOD DOcie... Pi Lie- W O O L > aoc,c f L i r p' && • $0AT LIST P. L- It Inspected By P.E. cJ o t' jj NI &( • guSc t-1 Date: 2�b (( JOHN H. BUSCHER, P.E. Consulting Engineer PE # 41844 (Structural) 4404 SW 139th Court Miami, FL 33175 Tel. (305) 554 -9170 6D 101 -0" 30' -0" 4x12 P1'1,410017 P P.T. AT GPI' 4 LOCATION` mil MI to i IIIIIIIIIIIIIIIIIIIMI juramip P.T.Sx10PT'. 5I17E OF AS PLAN DOGK/DEGKIN6 132.58 5Q. FT. OVERNATER Le. LoA-1-Io r.t 17L -A r-J PROPOSED SITE PLAN SCALE:3 /3 2" = I ' -0" 0D veGKIN6 Nerk Al2" 13IAM OGK PILE PILe 4L NTIONS GIT`( TO B�'5 T 3x6 5110450 AT l6" 0/G MAX seis 160001-5 -- etk y5ygMlT LIFT VOA l.Ep i TO 5161 AND FOR APP. 15Y fteetsTegeo CO p, 1Y,,40001 AT IF'� 2 �ATIONS JOHN H. BUSCHER, P.E. • Consulting Engineer PE # 41844 (Structural) 4404 SW 139th Court Miami, FL 33175 Tel. (305) 554 -9170 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1480 NE 103 Street Miami Shores, FL 33138- Owner Information Parcel Number Applicant THOMAS AND SANDRA CHAILLE Address 1132050310070 Block: Lot: 1480 NE 103 ST THOMAS AND SANDRA CHAILLI Phone (305)528 -2129 Cell Contractor(s) Phone MAJESTY ELECTRIC SERVICES CORI 305 - 825 -2680 Cell Phone Valuation: Total Sq Feet: Type of Work: BOAT LIFT Additional Info: ELECTRIC Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $2.25 $2.25 $0.20 $150.00 $3.00 $0.80 $159.10 Pay Date Invoice # 02/08/2011 01/27/2011 Pay Type EL -1 -11 -39910 Check #: 18403 Check #: 18371 Amt Paid Amt Due $ 109.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: 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. 1 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 and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 08, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 08, 2011 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 Permit No.. 1 — 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical JAN 2 7 2011 BY: __m_e__eveveee ------ Master Permit No. 786- $77 -3Set • C4' e s S 0%0�� S Phone #: 36S-1w-6131i OWNER: Name (Fee Simple Titleholder): Address: V-160 1JE Icf 51-reet City: 1 ow S -e.S State: FL zip: 3 313 8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /96 0 A), e, �� , City: Miami Shores County: gMiami Dade Zip: 7 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: I ��rGc e4" a/14/ L 1/4 Phone #: oar-J a 0 Address: Q i_v y Il'w ,ll g sty City: b/ / !-el L 6c* -r '(-" d•' !State: �L Zip: 3'3 0 .Y cP Qualifier Name: i 4 F4. e! C,j7 V/A. Phone #: 3®.5% c .5---'' 17tia-el State Certification or Registration #: Certificate of Competency #: O/ 0 ® / Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: GOP Type of Work: ❑Address ❑Alte /ration Description of Work: 4-14 6-114 / (AT7�n $ Footage of Work: 1New ;yak/Replace ❑Demolition ** * * **** : * * ** * * * * ** *** *** *** * ** ** * ***** Fees* * **** * ** *** * ** ** **** *** *mix ** * *** ** * * * * *** ** /--or 04" 'c�0 CF $ CO /CC $ Submittal Fee $ � � Permit Fed; $ / Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ 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, BOII.FRS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S A14141DAVIT: 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 o attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins - / , , which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection w:> / 'e approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of who is Signature Contractor �l The foregoing instrument was acknowledged before me this aT , 20 I 1 , by Cilt.ril &evik's , day of 4-4141)41.1 , 20 IL, by 1/1-44'e tZL 14, to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: off'`% Notary Public State of Florida Brian Vella or Commission a° Expires 03/29/2014 DD976614 * * ****** ** ***** ******** APPROVED BY -, *lklk *ikskglsk** NOTARY PUBL C. 1111' * - :..�...., �, ,.s hs klklkgl***> il* lhlklk*****& sltdklhlksk*# Ik*lklk**s i< Nllklhlklk**illklk+k*8:sk**** 70;12-et---4/ Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 11/4/2O10 POLICY NUMBER PRODUCER Insurance Center of Dade Inc. 3165 W. 4 Ave Suite B Hialeah FL, 33012 305- 818 -1818 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED MAJESTY ELECTRIC SERVICE CORP 8704 N.W. 112 ST. HIALEAH GARDENS, FL 33018 I INSURER A: ASCENDANT INSURANCE CO. INSURER B: ASCENDANT INSURANCE CO. INSURER C: INSURER D: INSURER 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 WITH RESPECT 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 CONDMONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDIYY) POLICY EXPIRATION DATE (MMIDD/YY} LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL -56932 11/01/10 J 11/01/11 EACH OCCURRENCE $1,000,000 $ 50.000 $ 1,000 $1,000,000 X FIRE DAMAGE (Any one fire) CLAIMS MADE ri OCCUR MED EXP (Any one person) PERSONAL BADVINJURY GENERAL AGGREGATE $2,000,000 $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG —7 POLICY JEQT LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ T BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY 1 EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC312838 11/01/10 11/01/11 WC SUM- OTR- $ TORY LIMITS ER E.L EACH ACCIDENT $ 100 000 E.L. DISEASE - EA EMPLOYEE $500,000 $100,000 E.LDISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ELECTRICAL WITHIN LIMITS CERTIFICATE HOLDER ADDITIONAL INSURED: INSURER LETTER: CANCELLATION MIAMI SHORES BLDG. DEPT. 100 50N . E 2ND AVE SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE DATE THEREOF, THE ISSUING INSURER WILL NOTICE TO THE CERTIFICATE HOLDER NAMED TG tiii.EFFFFF,1IITTTTT7,, CANCELLED BEFORE THE EXPIRATION AIL -- DAYS WRITTEN UT FAILURE TO DO SO SHALL MIAMI, SHORES, FL. 33138 IMPOSE NO OBUGATION OR LIABILITY OF ANY'. KIND UI ON THE INSURER, ITS AGENTS OR ` - FAX: 305-756-8972 REPRESENTATIVES. ``, AUTHORIZED REPRESENTATIVE I ACORD 25-S (7/97) $ ACORD CORPORATION 1988 STATE OF .FLORIDA • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL -CONTRACTORS LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 • • GUTA, RAFAEL MAJESTY ELECTRIC SERVICE..CORP 8704 NW 112 ST HIALEAH GARDENS FL 33018 Congratulations) With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfioridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: 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 congratulations on your new licensel DETACH HERE,._ MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 447030 -8 BUSINESS NAME / LOCATION MAJESTY ELECTRIC SERVICE CORP 8704 NW 112 ST 33018 HIALEAH GARDENS 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLOR D EXPIRES SEPT. 30, 2011 �' MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY OWNER MAJESTY ELECTRIC SERVICE CORP Sec. Type of Business THIS Is 12Y6A ELF CTRICAL CONTRACTOR - BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE' HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THEN8HOLDER'S OUAUFICA. PAYMENT RECEIVED MIAMI•DADE COUNTY TAX COLLECTOR: 08/18/2010 60030000437 000045.00 SEE OTHER SIDE FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 466676-5 CC B 01E000164 WORKER /S 1 DO NOT FORWARD MAJESTY ELECTRIC SERVICE CORP RAFAEL GUTA PRES 8704.-NW 112 ST HIALEAH GARDENS FL 33018 't11 1 .11111.111,,iiii,31,1,1,13 1“.111,,,,1. Nt4fil 1B NOT A BILL — DO NOT PAY 01E000164 E,CEIPT NO. 3 ;USINESS'NAME tLOCAT' MAJESTY ELECTRIC 870.4 NW 112 ST; OWNER :MAJESTY ,E FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HERREON. SEE BACK OF- Rgefl A LIST OF NON -P=A MUNICIPALITIES Receipt holder must register In the city where work is to be -done. PAYMENT A CEIVED, MIAMI DADE=COUNTY TAX %18/20:1 40.0300 - 04431 0`00200.00 IPATING ELECTRICAL CONTRACTOR DO NOT FORWARD MAJESTY ELECTRIC SERVICE CORP RAFAEL GUTA PRES 8704 NW 112 ST HIALEAH GARDENS FL 33018 IIALts 111 .. A11,<, 1, A.1,i1,1U,1I,Al1 „ti11JAA S1ATE OF FLORIDA, OOUN IY OF DA! 1 HEREBY CERTIFY thett tthis (s a true c of to origin in U LUI1 day of D 2O WJ aunty Courts , `� � VC I4US B.C. NOTICE OF COMMENCEMENT A WORDED COPY MUST BE POS1ED DalTIE JOB SITE AT 1IME OF FIRST unparnAN PERMIT NO. i Q — 22-4 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: f13- D5a3Ic36 o THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal desc RRtion of property and street/address: A - / /L' c- Lb+ 1G Psi K S HO iv 03 Svrge.->t , , ( 54.oe -g4 FL 3 -7/33` 2. Description ofimprovement Neu) bmr_L S 8aafil; 111111111111111111111111111111111111111111111 CFN 2011R0073348 OR Bk 27573 Ps 4363; (1vs) RECORDED 02 /i 12/2011 13:101 :24' ''•.HARVEY RUV'IN; CLERK, OF COURT I1IAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved tor use of recording office ; 1 $fires P,-k +5 P$ &I-T.7 3. Owner(s) name and address: Ci r4 s 5av;it s t Et6G U t: /G.3 5-h-L6 r go, �5, FL 3 3 15'1 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: it, B eAril 5 cstc, Ja tic, Z-Ae. / 70 z 7 W. „N c e coy . #,11 / nJ. fric,A,.i 13cht ?[ 3 ac) 335- $'d6- .21/'1 • �. (Pay; ent d by owner from err Ifany Name, address and phone number. Amount of bond $ & 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 113.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Liana's Notice as provided In Section 713.13(1}x, Florida Statutes. iiii ,` �/ Name, address and phone number: Marnn1i Bec st'quaUSI T()acr 1iO&7 1.1%- lkIe. rvy tr%a A)or°in Mta.. g eazin 1, 33166 S. Expiration date of this Notice 'of Commencement: ftherirarpindlort date Is 1 year fon ti a dataof recordIng adifferent date is WARNINGTO OWNER:ANY PAYMENTS MADE BY THE OWNNERAFTER THE EXPIRATION OF NE NOTICE OF BARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C Signatungs)of +i 1AuthDrizett Prepared By Prepared By Print Name :Scan Uel1a Print Name Title/Office i <ce 11. t Title/Office STATE OF FLORIDA I d f) WRFST 6114.11 1Sµ tc' /.2 7. COUNTY OF MIAMI -DADE PAPk of ?- M 1 Voir d Pr; .3 3 ibo The foregoing Instrument was acknowledged before me this 241 day of / ¢6 ©!/ By C.Ju' ( . 'e ribs ❑)ndividuaIly, or LI as for IA Personally kirvwri, or a produced the following type of Under > r = of perjury, 1 declare that 1 have read the foregoing and that :�+=' - :h . in It are true, to the best of my knowledge and belief. {� , ,or :.J v,fo .,r(s) or Owner(s)`s Authorized Officer/Director/ Partner /Managerwho signed above: Signature of Notary Public: Print Name: (SEP14 0,11 • ; dray, e, /lei BNotary Vel Pulablic State of Florida My rian Commission 4 1 o Expires 03/29/204 978814 11=142 PAGES SAO 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1480 NE 103 Street Miami Shores, FL 33138- 1132050310070 Block: Lot: THOMAS AND SANDRA CHAILLI Owner Information Address Phone Cell THOMAS AND SANDRA CHAILLE 1480 NE 103 ST (305)528 -2129 Valuation: Total Sq Feet: $ 18,425.00 120 1 Type of Dock: DOCK & BOAT LIFT Additional Info: Bond Retum : Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $11.40 $6.30 $8.30 $3.80 $552.75 $60.00 $15.00 $15.20 $674.75 Pay Date Pay Type Amt Paid Amt Due Invoice # DOCK -12 -10 -39720 02/08/2011 Check #: 18403 $ 624.75 $ 50.00 12/22/2010 Check #: 1023 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification PE Letter of Intent Final Framing in Progress 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 and zoning. Futhemiore, I authorize the above -named contractor to do the work stated. February 08, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 08, 2011 1 Deparbrent of Environmental Resources Management Coastal Resources Section 701 NW 1st Court, Suite 400 Warns, FL 331363912 305- 372 -6575 Class 1 Construction Permit Permit Number. 2010 -CU- PER -00130 DERM Project Manager: Alban Hill Issue Data 01/06/2011 Expiration Dade: 01/0&2013 fiffiatilt Christer Savits 1460NE103ST Miami Shores, FL 33138 fking Performance Bond: N/A Mitigation Bond NIA BBEETF Contribution: N/A Miami Beach Seawalls, Inc 17027 West Diode Highway North MIaml Beach, FL 33180 License S E277 305-945 -2114 John Buscher, P.E. #k41844 305-554 -9170 THE ABOVE NAMED PERMIITEE 18 HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF, SUBJECT TO THE ATTACHED GENERAL AND SPECIAL CONDITION. Plane Entered: Savits Residence 1480 NE 103Street Want Shores, Fl 33138 New Dock Date Signed and 07/06/2010 & 12/10/2010 Sealed: Project Location: 1480 NE 103 Street, Miami Shores, Florida 33138 Project Description: - Removal of the existing marginal dock, support per, 2 fender piles, floating vessel platform and submerged debris. - Installation of an irregular shaped marginal wood dock (total 132.58 square feet) st rported by 4 new wood plies and located between 10 and 40 linear feet from the west property Inc. I -Installation of a new 16,000 pound c apacftyr 4 -post cradle boatll t on the south side of the new marginal dock. Said health stall be supported by 2 new dock piles and 2 new wood boatlift support piles located 27.5 and 40 linear feet from the west property lire and approximately 4 and 18 feet ward of the existing seawall cap. 12/22/2010 7:54 AM Attachment A: Mooring Prohtbfied Area THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION 2010-CU-PER-00130 Paget 1 of 4 Specific Conditions 1. The submerged debris (ladder, pile, boatlift, etc.) must be removed and properly stored or disposed of in accordance with all federal, state, and local regulations within 30 days of issues of this permit and prior to performing any work authorized by this permit. 2. The existing marginal dock, support piles, floating vessel platform and 2 fender plies indicated to be removed must be properly stored or disposed of M accordance with all federal, state, and local regulations. 3. The repair or replacement of any structural components not included In this permit shall require a Class h Permit. Failure to obtain a Class 1 Permit for any such work will result in enforcement action by the Department. 4. Be advised that, any floating vessel piattorm(s) present on-site must meet the exemption criteria set forth In Florida Statute 403.813(sX3) at all times. My deviation from the exemption criteria will require Class 1 approval. Failure to comply with this specific condition shall constitute a violation of this permit and may result In enforcement by the Department. 5. The installation of fenders, davits, mooring whips, cleats, or any hardware to facilitate the mooring of vessels along the seawall is prohadted without having obtained prior DERM authorization. Failure to comply with this specific condition may result In enforcement by the Department 6. A minimum of 1 foot clearance shall be maintained at ail times between the canal bottom (and any existing benthic resources) and any vessels moored within the slip areas authorized by this permit. 7. Due to shallow water depths and the presence of benthic resources, vessels shall be restricted from mooring In areas designated as a•Mooring Prohibited Area'. Mooring of vessels anywhere along the area designated as a'Mooring Prohibited Area', shall be strictly prohlked (See Attachment A). Failure to comply wish this specific condition may result in enforcement by the Department 8. (See general conditions). General Permit Conditions 1. This permit must be kept onske during all phases of construction. 2. Ail work shall be performed in accordance with the above referenced plans and in accordance dish the attached specific and general permit conditions. If a General Condition(s) conflicts with a Specific Condition(s) in this permlt document, the Specific Condition shall be the controlling condition for work authorized by this permlt 3. This permit only authorizes the work described In page 1 under PROPOSED WORK. Any additional work In, on, over or upon tidal waters or coastal wetlands at the property shall require additional Class I approval. 4. Any devkation from the approved plans for this project shall be submitted in wilting to, and approved by DERM prior to the commencement of this project. The contractor and the permittee shall take whatever remedial action is necessary to bring the project into compliance with the permit and approved plans upon determination by DERM that the structure Is not in compliance wish such. 5. DERM shall be notified no later than forty- eight (48) hours and no earlier than five (5) days prior to the commencement of the work authorized by this permit, unless otherwise noted herein. The pennktee and/or contractor may notify DERM by calling (306) 372 -6575 or by submitting the attached Notice of Commencement of Construction via hand delivery, U.S. Mall, or facsimile at (305) 372 -8479. 8. Prior to performing any work, the contractor shall verify the location of all underground and overhead utility lines and verify that no unties will be damaged by the work. Contact Sunshine State One -Cali of Florida at 1- 800- 432 -4770 or on the web at http://www.calisunsidne.comkompibeforeIsubmitting.html bmiting.hbnf ior locating underground utility lines. 12/22/2010 7:54 AM THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION 2010- CU- PER-00130 Page: 2 of 4 7. The permittee and the contractor are hereby advised that ureter Florida law, no person shall commence any e*cavation, filling, construction, or other amity involving the use of sovereign or other lands of the State, title to which Is vested In the Board of Trustees of the Internal improvement Trust Fund or the Florida Department of Envkonmental Protection (FDEP), until such person has received the required authorization for the proposed use from the Board of Trustees or FDEP. if such work is done without consent, or if a person otherwise damages state land or products of state land, the Board of Trustees may levy administrative fines of up to $10,000 per offense pursuant to the Florida Administrative Code. 8. The permlttee and contractor shall obtain all required approvals from ad local, state and federal agencies prior to performing the work authorized by this perml. 9. Ad work authorized by this permit shall be performed by the contractor and/or subcontractor holding an applicable certificate of competency and shall be licensed In Miami -Dade County to perform such work. My work that is subcontracted shall require that the permitter:* and contractor (I.e. the contractor listed on this permit) notify the project manager at DERM at (305) 372-6576 or by facsinlle at (305) 372 -8479 a minimum of seventy -two hours prior to the subcontractor performing any work. Notification shad include the name of the subcontractor performing the work, the subcontractor's Miami-Dade County license number or state general contractor license number, and scope of work. 10. The contractor shall take ad necessary precautions to prevent construction or demolition debris from fading into the water or adjacent wetlands. Any debris that fads into the water and/or adjacent wetlands shall be removed immediately. Construction and demolition debris shalt be disposed of in accordance with all federal, state and local regulations. 11. Turbidity controls (such as, but not Iinftecd to, turbidity curtains) shall be implemented whenever visible plumes are present to ensure compliance with the water quality standards stipulated in Section 24-42(3), of the Code of Miami -Dade County. ��controls shall mechanism emplpl d and maintained in the mast effective manner possible to prevent turbidity 12. Turbidity may not exceed twenty-nine (29) Nephelcmetric Turbidity Units (NTU's) above background beyond fifty (50) feet from the point of discharge. Turbidity levels shall be monitored co tlnuously when turbidity plumes are visible shall �a aannd(addition radius turbidtty controls shall be im implemented. Work shad not oresume until theec nractoorr has construction Implemented adequate turbidity control methods and has received authorization from DEM to recommence work. At OEMs dlscretlon, turbidity samples may be required and shall be collected in accordance with Section 2444.2(3), of the Code of Miami -Dade County, or as specified by DERM, and the results sent directly to the DERM Project Manager on a weekly basis. 13.1f any work or activity associated with this project is to take place in navigable waters, the contractor shall instruct all personnel associated with the project of the potential presence of manatees and the need to avoid collision with manatees. All vessels associated with the project must operate at "kite Speed/No Wake' at ad times while in water where the draft of the vessel provides less than a far (4) foot clearance from the bottom. Additionally, all vessels MI follow routes of deep water whenever possible. Ad in -water construction activity shall ease upon the sighting of a martatee(s) within fifty (50) feet of the project area and will not resume urntd the manatee(s) has departed the project area. Any collision with and/or injury to a manatee shall be reported lmmed eiy to the "Manatee Hotline" (1- 888 -404- FWCC), the U.S. Fish and Wildlife Service, Jacksonville Field Office (904)791-2580, and DERM (305) 372 -8854. 14. The contractor shall ensure that all vessels associated with the construction shad operate within waters of sufficient depth so as to preclude bottom scouring or prop dredging and shad maintain a minimum of one (1) foot of water between the vessel bottom and submerged aquatic resources. 15. The contractor shall ensure that there are no Impacts to seagrass, hard corals, or soft corals as a result of construction operations. such as, but not limited to, propeller scouring; and vessel or barge anchoring, grounding or spuddifig. The marine contractor and caused bathe permtttee shad be held jointly liable for any of these unauthorized Impacts. For any impacts operation, DERM shall require, at a minimum, restoration and mitigation. 16. For the purposes of this permit, "vessel* is herein defined as any craft designed to float or navigate on water, including but not limited to: sailboats, powerboats. rowboats, boats, ships, skiffs, houseboats, personal watercraft and inflatable boats. 17. Pursuant to Section 2448.10, of the Code of Miami -Dade Canty, the work or structures authorized under this permit THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION 12/22/2010 7:54 AM 2010 -CU -PER -00130 Page: 3 of 4 shad be privately maintained by the applicant, his sun oeaaors and assigns. Whenever, In the opinion of the Director of the DERM, said work or structures are not maintained in such a manner so as to prevent deterioration to the extent that they become a hazard to the public or to navigation, or create an obstruction of flow, or prevent access for drainage maintenance purposes, or may damage adjacent property, then the owner is required to perform any necessary ranedial work. 18. Unless otherwise authorized in this permit and pursuant to Section 24.4824 of the Code of Miami -Dade County, the installation or construction of non - water - dependent fixed structures (i.e. covered structures, canopies, helicopter pads, commercial slgrw, etc.) is prohibited In, on, over or upon any of the tidal waters of Miami -Dade County and cx►nstitutes a violation of this pennti. Failure to comply with this condition may subject the pemilttee to enforcement action without further wanting. 19. The time allotted to complete the work for which this permit has been issued shall be limited to the period stipulated on the permit unless the permittee requests an extension of time from the Department In writing at lit thirty (30) days prior to the date of 48.9(2)(b of the Cate of Miami-Dade County will for sed to to � n� timely feed pursuant to Section 24- 20. An Application for Transfer of a Class 1 Permit may be filed with DERM at any time prior to the transfer of property ownership up to 120 days after the date 0f transfer of fee simple ownership of the property that Is the subject of the bebe�filed� In the f�ornl pr sescribedTransfer by by DER must be and d snot beprprocessed transferee the filed Application for Transfer If � f fir er shall complete in all respects pursuant to Section 24- 48.18, of the Code of Miami -Dade County within 120 days of the date of transfer of property ownership. 21. If the project Involves construction, replacement, or repair of a seawall, the new seawall cap shall be a minimum of six (8) mimes above the final grade of the uplands immediately adjacent, and In order to prevent positive drainage of stormwater into the waterway, all uplands lmmedr adjacent to the new seawall shall be graded away born the waterway. 22. A performance and/or mitigation bond may be held to ensure compliance with the aforementioned conditions and the completion of any required mitigation. Failure to comply with any of these conditions may result in the revocation by Miami -Dade County of all or a portion of the bond watt further notice. 12/22/2010 7:54 AM THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION 2010-CLI-PER-00130 Page: 4 of 4 MIAM COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT 701 NW 1* Court, Ste 600, Miami, PL 33136 Phone 305- 372 -6575 Fax 305.3726479 NOTICE OF COMMENCEMENT OF CONSTRUCTION PERMIT NO.: PERMITTEE'S NAME: PROJECT LOCATION: PERMIT ISSUANCE DATE: CONTRACTOR NAME: PROPOSED DATE OF COMMENCEMENT: ANTICIPATED DATE OF COMPLETION: COMMENTS: wachment 1111111111— NMI srAtzsear _,..a moo �■ avow COUNTY' Carlos Alvarez, Mayor Department of Environmental Resources Management Natural Resources Regulation and Restoration Division 701 NW 1st Court, 6th Floor Miami, Florida 3.3136 -3912 T 305 -372 -6567 F 305- 372 -6407 miamidade.gov JAN 0 6 2011 Christopher & Monica Savits 1460 NE 103 Street Miami Shores, Florida 33138 Miami -Dade County Department of Environmental Resources Management (DERM) DERM File Number: 2010 -CLI- PER - 00130 Applicant: Savits Folio No.: 11- 3205 - 031 -0060 Dear Mr. & Mrs. Savits: DERM staff has reviewed your application to install an irregular shaped marginal wood dock (132.58 square feet total) and a 16,000 pound capacity 4 -post cradle boatlift in a residential canal at 1460 NE 103 Street, Miami Shores, Miami -Dade County, Florida, Section 05, Township 53 south, Range 42 east. We have reviewed the information you provided and determined that the project qualifies for consent of use of state -owned submerged lands. Pursuant to Memorandum of Agreement MA -13 -114 between the State of Florida and Miami -Dade County, please consider this the authority sought under Section 253.77, Florida Statutes, and Chapter 18 -21, Florida Administrative Code, to use state - owned submerged land (if applicable). Prior to the commencement of construction and/or activities authorized herein, you must obtain a U.S. Army Corps of Engineers (ACOE) permit if it is required by the ACOE. Any modifications to the construction and/or activities authorized herein that may be required by the ACOE shall require reconsideration by and prior written approval of the Department of Environmental Resources Management and may require that your application be submitted to and approved by the Submerged Lands and Environmental Resources Program of the Florida Department of Environmental Protection (FDEP) prior to commencement of construction and/or any activities on sovereign, submerged lands. This letter of consent in no way waives the authority and/or jurisdiction of any government entity, nor does it disclaim any title interest the state may have in the project site. This letter does not constitute authority to proceed with your project under Chapter 403, Florida Statutes. If your project requires an Environmental Resource Permit (ERP) as defined in Chapter 403, F.S., then you must obtain an ERP from the FDEP or South Florida Water Management District prior to the commencement of construction. Please retain this letter as it constitutes consent to use sovereign submerged lands by DERM on behalf of the Submerged Lands and Environmental Resources Program of the FDEP. Your project may be inspected by authorized county or state personnel in the future to insure compliance with appropriate statutes and administrative codes. If your project is not in compliance, you may be subject to penalties under Chapter 24 of the Code of Miami -Dade County and Chapter 18 -14, Florida Administrative Code. Sincerely, Lourdes BarreIli, Biologist II Coastal Resources Section Attachment: General Consent Conditions cc: Leigh O'Shields, FDEP, Tallahassee Jennifer Smith, FDEP, West Palm Beach Page 2 of 4 DEPARTMENT OF ENVIRONMENTAL PROTECTION SUBMERGED LANDS & ENVIRONMENTAL RESOURCES PROGRAM GENERAL CONSENT CONDITIONS Project No. 2010 -CLI- PER -00130 No activities other than those set forth in the attached letter dated are authorized. Any additional activities on state -owned sovereignty submerged lands must receive further consent from the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund (hereinafter the "Board ") or their properly designated agent. Grantee agrees that all title and interest to all lands lying below the historical mean high water line or ordinary high water line are vested in the Board, and shall make no claim of title or interest in said lands by reason of the occupancy or use thereof. Grantee aggress to use or occupy the subject premises for those purposes specified herein, and Grantee shall not permit the premises or any part thereof to be used or occupied for any other purpose or knowingly permit or suffer any nuisances or illegal operations of any kind on the premises. Grantee agrees to maintain the premises in good condition in the interest of the public health, safety and welfare. The premises are subject to inspection by the Board or its designated agent at any reasonable time. Grantee agrees to indemnify, defend and hold harmless the Board and the State of Florida from all claims, actions, lawsuits and demands arising out of this consent. No failure, or successive failures, on the part of the Board to enforce any provision, waiver or successive waivers on the part of the Board of any provision herein, shall operate as a discharge thereof or render the same inoperative or impair the right of the Board to enforce the same in the event of subsequent breach. Grantee binds itself and its successors and assigns to abide by the provisions and conditions set forth herein. In the event Grantee fails or refuses to comply with the provisions and conditions of this consent, the consent of use may be terminated by the Board after written notice to the Grantee. Upon receipt of such notice, the Grantee shall have thirty (30) days in which to correct the violation. Failure to correct the violations within this period shall result in the automatic revocation of this Letter of Consent. All costs, including attorneys' fees, incurred by the Board in enforcing the terms and conditions of this consent shall be paid by the Grantee. Grantee agrees to accept service by certified mail of any notice required by Chapter 18 -14, Florida Administrative Code, at the address shown on page one of this Agreement and further agrees to notify the Board in writing of any change of address at least ten days before the change becomes effective. Grantee agrees to assume responsibility for all liabilities that accrue to the sovereignty submerged land or to the improvements thereon, including any and all drainage or special assessments or taxes of every kind and description which are now or may be hereafter lawfully assessed and levied against the property during the effective period of this consent. Grantee agrees that any dispute arising from matters relating to this consent shall be governed by the laws of Florida and initiated only in Leon County, Florida. Page 3 of 4 1 Submerged Lands & Environmental Resources Program General Consent Conditions Project No. 2010 -CLI- PER -00130 Page Two The Letter of Consent associated with these General Consent Condition as well as these conditions themselves are subject to modification after 5 years in order to reflect any applicable changes in statutes, rule or policies of the Board or its designated agent. In the event that any part of the structure(s) consented to herein is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, Grantee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference or encroachment within 60 days from the date of the adjudication. Failure to comply shall constitute a material breach of this consent and shall be grounds for its immediate termination. Page 4 of 4 Structural Calculations 15,000 # ELEVATOR BOAT LIFT Date: 6/25/2010 Job No: 5363 Page: 17 of 18 Test 5: Web Shear Check Slenderness Ratio 10in 0.50in 2 2 10in — 2(0.50in) APoi- 4 = 0.50in • 6in 10in — 2(0.50in) 2 d1= 4.75 in d2 = 2.25 in Al =3in2 0.29in A2 = 1.305 in2 EAd Q = 17.186 in3 t = web thickness t 0.29in Where h is the effective web height, neglecting the flange thickness. 1:= 10in — 2(0.50in) h = 9 in S = 31.034 Lower Limit = 36 Upper Limit 50:= 64 := 12 • ksi if S Si 38700 h ksi if S2 (h)2 t [15.8 — 0.101 • (111 ()]. ksi otherwise Fs•Id•t aseA = if (P < VAllowabie, "Okay" , "No Good") FS = 12 ksi VAllowabie = 51836.788 lb Check = "Okay" 16681 McGregor Blvd., Suite 102 Ft. Myers, Florida 33908 (239) 267 -3666 FAX (239) 267 -2771 6 -026' n d S de Structural Calculations 15,000 # ELEVATOR BOAT LIFT Date: 6/25/2010 Job No: 5363 Page: 18 of 18 Test 6: Bending Stress Check Determine Compression Failure Control: := Fcl if Fa 5 Fa Fc2 if Fa < Fc] Fc= 17.7ksi Determine Allowable Bending Stress based on Tension or Compression Controlled Failure: Skv:= I Fc if Fc 5 Ft Ft if Ft < Fc Determine Actual Stress: _ M SxT Fb= 17.7ksi f= 7.697ksi 92.9a,:= if (f 5 Fb,"Okay" ,"No Good ") Check = "Okay" Stainless Steel Cable Check P = 3960 lb Bs = 12000 lb Factor of Safety Part • Bs FS .- 2P FS = 4.545 if(FS z 4, "Okay " , "No Good ") 16681 McGregor Blvd., Suite 102 Ft. Myers, Florida 33908 (239) 267 -3666 FAX (239) 267 -2771 Check = "Okay" Structural Calculations 15,000 # ELEVATOR BOAT LIFT Date: 6/25/2010 Job No: 5363 Page: 15 of 18 Track Beam Check 2•P•(L —a) 2•P•a vi := L V2:= V1 = 4417.688 lb V2 = 3502.312 lb 204= 6ft ,,:= L =L— 2 a= 47.125 in = V1•L— V2•(L -LT) M = 240147.136 lb• in Test 1: Deflection LT := 49.75in V1•L3 V2•(L -LT)2 2 L +LT ' 3 • E • 1xT 6 • E • IxT Assumed Deflection Limit of L over 120 L 120 Rxn Amax = 0.313 in Limit = 0.6 in Rxn Acke4•= if (Amax s ALimit, "Okay" , "No Good ") Check = "Okay" Test 2: Tension Stress Control Flange Tension Stress = 19 ksi Allowed := 19ksi Web Tension Stress = 28 ksi Allowed := 28ksi Allowable Flange Stress is less, therefore controls = 19ksi 16681 McGregor Blvd., Suite 102 Ft. Myers, Florida 33908 (239) 267 -3666 FAX (239) 267 -2771 Structural Calculations 15,000 # ELEVATOR BOAT LIFT Date: 6/25/2010 Job No: 5363 Page: 16 of 18 Test 3: Compression Stress Control in Gross Section Slenderness Ratio i= Lb 5:= — S = 50 ryT Lb • ksi if b 5 Si ryT 87000 Lb if b • z S2 CLb 12 rYT rYT) [23.9 — 0.124 . • ksi otherwise ryT Lower Limit = 21 Upper Limit „.§2...i= 79 Test 4: Compression Stress Control Due to Local Buckling Slenderness Ratio t t = flange thickness nn 0.50in Fel = 17.7ksi Where b is the effective flange width, neglecting the web thickness and radial fillet. bin — 0.29in — 2(0.40in) b = 2.455 in S = 4.91 2 21 • ksi if b t S Si 182 ksi if z S2 b t [27.3 — 0.930 . (12)] • ksi otherwise t Lower Limit 5:= 6.5 Upper Limit= 10 Fc2 = 21 ksi 16681 McGregor Blvd., Suite 102 Ft. Myers, Florida 33908 (239) 267 -3666 FAX (239) 267 -2771 (' - -S --f DisTitil`4 13tAa OJJGt P 6104.44 LLL SO P SU13.JI CT TO COMPLIANCE WITH ALL FEDERAL S1ATE AND COUNTY RULES AND REGULATIONS fub� t 1k-P ° g..4 v v ° 1 Pr+t s2. slas k`°'t'. 8 Wovi er,L;... ta, ts 9.42,Atry 0 v,‘ \do "„..\-c-es,,,. v..vviscinves Ceprehks %cove; +LA- */ -139-64e-A- 44410 airlAA4e' aekkAybk aox Craw. vice-IA. t.t.p.1-ori- tolAA. se. COI/4S AoWeefA6e or (15 pgIN44 " -.ko Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by M +ant; B Seaam•JIs to perform special inspector services under the Florida Building Code at the Dock Pao Am /03 sd project on the below fisted structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS N i BERS: cm' SPECIAL INSPECTOR FOR PIUNG, FBC 1822.1.20 (R4404.6.1.20) o SPECIAL INSPECTOR FOR TRUSSES >35 LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 212Z4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) o SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR N+: Only the marked boxes apply. • The oUowin¢inditrl'' el(s} Ploy b this firm or me are authorized representatives to perform inspection * • 1. �st�•�'� 1-! . 1��1� -` 2. • • ..•• • • :•:••- 4. • '"special InspeitertNizing authorized representatives shall insure the authorized representative is qualified by education or •••••• %edit to pert&fif the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional • •• eq nees or arcaitetrgraduation from an engineering education program in civil or structural engineering; graduation from an • "" grghitbsttral educ9fidh' program; successful completion of the NCEES • • Fundamental ExeR�Ilrt%Sr; or registration as building inspector or general contractor. ..•••• • •••••• I,0014,41 notify 1NiaryiShores Village Building Department of any changes regarding authorized personnel performing inspection • • sertricesf ' • •' : •• • •••• I, f► j'u?iBerstand that a Special Inspector inspection ,_ + for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. 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 the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name Sohn H. 8 tcs&,lc er FL PE II 1.1111111 -78/e7 Created on 6/10/2009 mum Address Nggoq $W 1.31A . Coco f , Miami .1‘ 33/73 Phone No. 306-55g- 9170 ••••••• • • •..... • • • •..•• • • •0000 • • • •.0.0• • • .0 • 0.00 Moretti Savits Wood Dock.xmcd The following calculations for gravity loading are in accordance with the Florida Building Code 2007 Edition, and applicable amendments. A. Design Dock Gravity Loads a) Deck Dead Loads: 2 x 6 PT wood decking 3 x 6 S4S joists at 24" o.c. Deck Dead Load : Wdeck d1 Wdeck + Wjoist b) Deck Live Load : c) Combined Deck Dead and Live Load, : WdI_II Wdeck_di + W11 .•• • • • • 0000000 • • •• • • •• • •• • • • •• • •• • . • • •• 00000 • • • • • • • • • • • • 000000 •• •• • • •000.0 •••• • • 0000•• 00:00• • •• • • • • Wdeck 4.5 Wjoist 1.5 Wdeck dl = 6.00 W11 := 60.0 psf. psf. psf. psf. WdI U = 66.00 psf. John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305) -554 -9170 Replacement Wood Dock at Savits Residence 9 Bay Harbor Islands, FL Date: Feb. 23, 2010 Page 1 of 4 If • • • ••.•.. • • 000000 • • • ••0000 O 00" • • ••0•. • • • • 000••0 • • O 000•• Check Dock Decking, Joists, headers and Connections to piling. A. Check 2 x 6 PT Wood Decking: For continuous spans over wood joists at 12" o.c. carrying 60 psf live load, OK by insp. B. Check 3 x 6 P.T. S. Pine No. 2 or better joists: wdl p = 66.00 wjoist = (wdl_I1) • (s 12) psf. Ljoist Rr:- wjoist 2 + .5 Mjoist = wjoist' 8 Ljoist2 S := 16 in. max. Ljoist 11.5 ft., max. clear wjoist = 88.00 Rr = 550.00 lbs. Mjoist = 1454.75 plf. Check Joist size for Southern Pine No 2 DENSE or better Moment= Mjoist = 1454.75 ft.-lbs Rr = 550.00 •••• • • • •• • • • • • •••• • 00.0.0 • • • • • • 000000 • ••• • 6elect'' x 6 S4S • •• 1••• •••• Lheck. astfor Max. Deflection, Amax, • .• ft-Ibs. Cr := 1.15 Cm iv := .97 Cm fb :_ .85 Fb := 1450 psi. Fv := 90 psi. Ibs. S • Mjoist•12 req Fb'Cr'Cm fb Sreq = 12.32 Sprov 12.6 • ..0.0• • • Iprov • • • !99' • • • • •. • •• • • • • • wjo st �L.,s+ 12� . • • ..' ., • 5. 4 Ajst in4 384 • Ew' I prov Ew := 1700000 Areq Fv' Cm fir 1.5•Rr in3 Areq = 9.45 in2 in3, OK Aprov := 13.75 in2, OK Ojst = 0.59 in. < Ljoist'1 2 240 - 0.58 in, O.K. John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305) -554 -9170 Replacement Wood Dock at Savits Residence 9 Bay Harbor Islands, FL Date: Feb. 23, 2010 Page 2 of q • • • •.•••• • • ••••• • ••••.. • • •••••• • • C. Check 3 x 10 Headers spanning 4.0" ft max. between outboard 12" piles and seawall wdl II = 66.00 psf. Ljoist whdr wd111- 2 wpm := 5.0 plf. -hdr 4.0 ft. + .5 + wpm whdr = 417.50 plf. Lhdr RI whdr 2 RI = 835.00 lbs. 2 Lhdr Mhdr whdr 8 Mhdr = 835.00 Determine Header beam size for Southern Pine No 2 Dense or better ft -Ibs. <---- controls Mhdr = 835.00 ft. -Ibs Fb := 1150 Mhdr•12 Sreq Fb'Cm fb Select - 3 x 10 S4S; SCeq =10.25 for minimum section. RI = 835.00 Ibs. Sprov 35.65 psi. Fv := 175 psi. Ew := 1.6.106 1.5.R1 Areq Fv•Cm fv in3 Areq = 7.38 in3, OK Check Header Beam Section for Max. Deflection, Amu. Max. Deflection due to whdr =417.50 plf. 5 12r (Lhdr•12)4 ©hdr 384•E Ahdr = 0.01 •••••• • • ••• w• I prov • • • • • • • •;Therefore, ,3 x 10 S4S header beam may be used. • • •Check * fer connection at 12" diam. wood piles •• •• •••. or 2: WI.diam.bolts in single shear, • Ind 1 - 43.x'1Q beam loaded perpendicular to grain; .. • • • •••• • •1) Ch iii, •c;a,pacity of wood Aprov 23.13 1prov := 164.9 in4 Lhdr 12 in. < = 0.13 360 • : SRI., d „•6„ .1• . 2' d .dell • Fv•Cm fvCO = 169.75 fv = 94.58 psi., b := 2.5 in. in. in2 in2, OK psi. d := 9.25 in. doff:. 7.0 in. in. in. loaded_edge_dist := 3.0 unloaded_edge_dist := 2.0 bolt spacing := 4.25 in. end_dist := 3.0 in. Co :- psi. > fv = 94.58 b) Check capacity of (2) 3/4" Zs_perp := 810 Ibs /bolt. Vallow := 2'Zs. perp•Cm_bolt diam. thru - bolts. is := 2.5 Cm_bolt .7 Vallow = 1134.00 Ibs. > psi., OK end_dist 3.0 in. tm := 7.5 in. (min.) G := 0.55 R1= 835.00 lbs., OK. John H. Buscher, PE Consulting Engineers Structural PE #41844 4404 SW 139th Court Miami FL 33175 Tel (305) -554 -9170 Replacement Wood Dock at Savits Residence 9 Bay Harbor Islands, FL Date: Feb. 23, 2010 Page 3 of �( r • • • ..•••• • • • • • • •••••• • • • • •1.11• Check header connection to PT SP 4 x 12 wood hanger block at seawall cap 1) Check capacity of 3x12 header to wood hanger block (t=3.5 in) For 2- 3/4" diam. thru -bolts in single shear, and 1 - 4 x 12 beam loaded perpendicular to grain; a) Check capacity of wood fy. 2•b•d eff deff fy = 94.58 psi., Fv•Cm {y•Cp = 169.75 3.R1 d psi. > f = 94.58 b =2.5 in. d: =9.25 loaded_edge_dist := 3.0 unloaded_edge_dist := 2.0 in. bolt spacing := 4.25 end_dist := 3.0 psi., OK in. deff:= 7.0 in. in. in. in. Co := 3.0 CO =1.00 b) Check capacity of 2- 3/4" diameter thru -bolts to connect the 3 x 10 headers to the hanger block. Zs_perp 810 Ibs /bolt. Vallow 2 •Zs_perp Cm_bolt•CA Cm bolt 0.7 is := 6.0 in. Vallow = 1134.00 Ibs. > RI = 835.00 2) Check PT wood hanger block connection at Seawall Cap lbs., OK. a) Check capacity of 2 - 3/4" HILTI anchors with 6" minimum embedment into seawall cap to support 4" x 12" PT wood hanger block which in turn carries the 3 x 10 headers. Zs par 1680 Ibs /bolt. Vallow 22s _par'Cm bolt Cm bolt 0.7 is := 3.5 in.min Vallow = 2352.00 Ibs. > 2R1= 1670.00 lbs., OK. •••••• • .• • • • • • For "PO" FAT HY -150 3/4" diam. S.S . adhesive anchor, (or equal), into 3000 psi (min.) ••« ;concrete 6" Irvin. embedment • •• • .. .V := 3.350,•• Ibs /bolt, for 304 or 316 stainless steel. Reduction factor Rs := 0.5 for 6" spacing ,•• • Vallow' ; •$ ev' Rs Vallow = 3350.00 • • ••0001 •0• • • •• • •• • • • • ••• • • ••• • • • • Ibs. > 2R1 = 1670.00 Ibs., OK. John H. Buscher, PE Consulting Engineers Structural PE # 41844 4404 SW 139th Court Miami FL 33175 Tel (305) -554 -9170 Replacement Wood Dock at Savits Residence 9 Bay Harbor Islands, FL Date: Feb. 23, 2010 Page 4 of y • • • • •••• • •••• • 1 • .•••• 00000 • • •"• LVT • FND. 1/2" I.R. 0.50' --•- ••••w • ...••• • • tO • •• s • • • • •• • �•�• • • •• 14 • • ••'• • • • .. • e•.••• • • J r• CI N 0 0 N Z 0.0' • e • • • SET NAIL & DISC C1 '`a 7 SS °',: - ° SSA J �FFT y4<T PLANTER 23.40' I ILLS STAIRS ASPHALT DRIVEWAY PORC .98 10 u7 TWO STORY AREA J „go 4.$ 11,,,v7R1,11, 13.205.78',yi PLANTER 14.75' ONE STORY C.B.S. RESIDENCE #1460 LOT 15 BLOCK 5 17.53' t. 00 ;,,,,,��,; 20.85• :��,,,��, 18.42' �r� `- :�= �`�► =�; .8.5. WALL �,,,�,,,$ : RICK it#S#114•4t■ 4# P , 1�ER 1,$,$,3,�,ALssss iia:r 4 POOL �;,;∎ ■ ►�i�i ■ *.A.:4.4,....A..o.■.,■.■...o..A.A.A. p. '� :RICK PAVERS WOOD �J PAVERS PI DOCK Cr `� BRICK STORAGE r. X90' TILE FND. DRILL HOLE 0/S O.44'(N) 0.9'(E) C1: R= 25.00' A= 57•27'00" A= 25.07' C.B =S.61 `25'36 "E. 4.0 C2: R= 200.00' A= 24'23'36" A= 85.15' C.B.= N.44'53'54 "W. eEArr ONC. SEA WALL ryy. SET 1/2" I.R. & CAP H 0 v.0A 16 FND. DRILL HOLE 4' C.L.F. (TYP.) FND. DRILL HOLE 'SCALE: 1" = 20' SKETCH NO.: 07 -1058 , `DRAWN BY: K.W. SIDE 2 OF 2 JHPirmeji @a-al. CQ� PINNELL SURVEY, INC. 4855 W. HILLSBORO BLVD., SUITE B -1 COCONUT CREEK, FLORIDA 33073 (954)418 - 4940 FAX(954)418 -4941 CERTIFICATE NO.: LB6857 1215 WEST 19TH STREET HOUSTON, TEXAS 77008 (713)880-0808 FAX(713)802 -1221 SURVEY ADDRESS: 1460 N.E. 103RD STREET MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: AE BASE FLOOD ELEVATION: 9' CONTROL PANEL NO.: 120652- 0093 -J DATE OF FIRM INDEX: 07/17/95 LOWEST FLOOR ELEVATION: 8.90' GARAGE FLOOR ELEVATION: 6.76' REFERENCE BENCHMARK: MIAMI -DADE COUNTY ENGINEERING B.M. # 3250 NE B- 26-RA, ELEV. = 17.24' CERTIFY TO: 1. OLD FLORIDA TITLE COMPANY 2. MONICA SAVITS AND CHRISTOPHER L. SAVITS, HUSBAND AND WIFE 3. CHASE HOME FINANCE, LLC, ITS SUCCESSORS AND /OR ASSIGNS, AS THEIR INTEREST MAY APPEAR 4. ATTORNEYS' TITLE INSURANCE FUND, INC. 5. JP MORGAN CHASE BANK, N.A., ITS SUCCESSORS AND /OR ASSIGNS, AS THEIR INTEREST MAY APPEAR POTENTIAL ENCROACHMENTS: 1. NONE VISIBLE. r LEGAL DESCRIPTION: LOT 15, BLOCK 5 OF RE -PLAT OF TRACT "C ", MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 64, AT PAGE 97 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. •• • • • • • • • • • • •••i•i •• •• • •••••. 0000 •OOOOOO • 000000 LEGEND & ABBREVIATIONS: A = ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT ASPH. = ASPHALT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE CONC. C.L.F. C.L.P. (C) C.B. C.R. (D) D.B. D.C.R. D.E. BENCH. = CONCRETE = CHAIN LINK FENCE = CONCRETE LIGHT POLE = CALCULATED = CHORD BEARING = CABLE RISER = DEED = DEED BOOK = DADE COUNTY RECORDS = DRAINAGE EASEMENT = ENCROACHING ESMT. = EASEMENT BI.RV. = ELEVATION E.M. = ELECTRIC METER FND. =FOUND F.P. & L. = FLORIDA POWER & LIGHT I.P. = IRON PIPE I.R. = IRON ROD L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED MAINT. = MAINTENANCE NO. = NUMBER N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. THE PROPERTY SHOWN HEREON WAS NOT ABSTRAL 1'ED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. 3. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT wrrH RECORD 1v1EASUREMENTS. 4. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. BEARINGS SHOWN HEREON (IF ANY), ARE REFERENCED TO THE BEARING SYSTEM USED ON THE SUBDIVISION AS REFERENCED IN THE ABOVE LEGAL DESCRIPTION. 8. FENCE OWNERSHIP IS NOT DETERMINED. • •••• • •••• • 0000•• • • • • •0• • •• •• • ••• •• •s • • • • • •• • 0000 0 0000 ••••4 • 00000 • • 000000 • 0000•• ••••0 P.B. = PLAT BQOK • P.C. = POINT OF CURVATURE P.L = POINT OF INTERSECTION P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENCY P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE R = RADIUS RES. = RESIDENCE R/W = RIGHT-OF-WAY T = TANGENT (TYP.) = TYPICAL U.E. = UTILITY EASEMENT W.F. = WOOD FENCE W.M. = WATER METER A = DELTA OR CENTRAL ANGLE = CENTERLINE .�' = ELEVATION CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 61G17 -6, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. REVISIONS DATE CHK'D BY JASON IL P PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA 7 SKETCH NO.: 07 -1058 DATE OF SURVEY: 04 /26/07 CHECKED BY: S.V. FIELD BOOK/PAGE: 269/47 SIDE 1 OF 2 r eit • • • • • • • • • • • • • • • • • PROPOSED DOCK FOR: " a y o/.30 DLV.E .oAST� /- ECTION '° R.OVAL 5AVITS RE5IDENCELATE T7 14ON 103 STREET MIAMI ShORS, FLORIDA 33138 LEGAL DESCRIPTION: RE -PLAT Or TR C MIAMI SHORES BAY PARK ESTS PB 64 -97 LOT 15 BLK 5, POLIO # 1 1 - 3205 - 031 -0060 IN ACCORDANCE WITH MIAMI -DADE COUNTY GENERAL NOTES DERM COASTAL SECTION PRELI AP ROVAL NAM DATE WOOD PILING 1. WOOD PILES SHALL BE 12" DIAMETER WOOD CCA PILES PLANS, DRIVEN TO 12 FEET MINIMUM PENTRATION INTO FIRM MATERIAL 3. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS & 4. CAPACITY OF PILE TO BE 10 TON OR GREATER STEEL RECEIVED DEC 2 1 2010 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 0 -aM- Miami Shores Village • 0 1. ALL MISC. STEEL COMPONENTS, BOLTS AND HARDWARE TO BE TYPE 316 STAINLESS STEEL AS AN ALTERNATE, HOT- DIPPED ZINC GALVANIZED A36 OR A307 STEEL MAY BE USED. WOOD 1. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 PRESSURE TREATED SOUTHERN PINE OR Bk.! ILH. 2. DECKING SHALL BE NO. 2 OR BE. ! tK PRESSURE TREATED SOUTHERN PINE. MISCELLANEOUS 1. FASTENERS EMBEDDED INTO DOCK STRUCTURE SHALL BE ANCHORED WITH TWO -PART EPDXY ADHESIVE CRAWL" CHEM -FAST CARTRIDGE SYSTEM OR EQUAL). ANCHOR HOLES SHALL BE DRILLED TO 1/8" GREATER THAN THE SPECIFIED FASTENER. HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON THE PLANS, AND SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. GENERAL, 1. ELEVATIONS SHOWN REFER TO MSL (MEAN SEA LEVEL) 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBIUTY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO FAMIUARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS. 5. APPUCABLE BUILDING CODE: FLORIDA BUILDING CODE 2004 EDITION. DESIGN LOADS 1. DOCK LL 60 PSF • • • sheet rio. • M • • • • • • •••• • • •••• • •• • • • • • • N •• •• • • • • • • • • •• • •• •• • • •• • • • • •• • •• • •••• • • • • • • • • • •• •••• • • •• • • •• • • • • •• • • • • • •• • • • • • NAMEIU DATE__ EIVED 21 2010 Resources Section egulation & Restoration (NRRRD) DERM COASTAL SECTION PRELIM ► APPROVAL NAM /T57-2" WOOD TO BE HEMMED TO KERIPPRowD EXISTING /DEMO PLAN SCALE:3 /32" = I ` -0" iturEgo • 0 date 06 -2410 issued drawn JMV checked JI113 Project no revisions: • • sheet no. S -2 2 of 4 • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • •• • •• • • • • •• • • • •• •• • • •••• • • •••• • • •• • • • • • IN tij i ±Inn% o! PI ICI �aliiU'I P.T. 3x10 PT PROPOSED SITE PLAN SCALE:3 /32" = 1' -0" r'13 DERM COAS PRELINIINAI NAM! DATE DERM COAST NAM DATE SECTION ROVAL L SECTION APPROVAL DERM Coasta Natural Resources Divisi• DIVED 21 2010 Resources Section egulation & Restoration (NRRRD) • • 03 ILI M !�1 02 Z �J CI g Ili 0 In Z VI S i; try ..,e • 0 • • • date Oc -24 -10 owed drawn Jr" checked Jh8 pr41ect no revisions: • • sheet no. S -3 2 of 4 • EXIST SEAWALL TO REMAIN TOP OF GRADE •••• • •••• • N•••• • • • • • •• • • • •• • • • • •• • •• • • • • •• • • • 4' -0° 2 — 3 4'0 H.D. GALV 0R S.S. RODS AT 8' GAGE, DRILL AND EPDXY 6' INTO CAP �CoSP 5 3X8 PT WAD STRINGERS AT 18' 0/C MAX. FASTEN STRINGERS TO EACH HEADER WITH *SIMPSON' LSTA12 18 GA. GALV. STRAPS NAILED THRU EA. END WITH 3 —160 H.O. GALV. NAILS z....-- NEW 18000 LB ALUMINUM BOAT LIFT MFGR TO SUBMIT SHOP DRAWINGS AND CALLS BRED AND SEALED BY REGISTERED ENGINEER FOR APP. 14' -0° 4' -0° 2' X 8'P.T. S.P. #1 DECKING W/ 2 —r S.S. SCREWS 0 EACH STRINGER ifk3 4 °4 HDS GALV CR S.S. DRILL AND EPDXY 6' INTO PILE TOP OF DOCK ELEV. +5.25' NGVO TO MATCH TOP OF CAP • • • • • • • • • 4 • •• ••• •• ••I • ••• •� • •• •• ••• • 1111 •• • • • • ■��� C L� g 1'-0' OVER WA 2 -3/4'0 H.O. GALV OR S.S. RODS WITH NUT WASHER AND A �11101 HEADERS 4' P.T. 3x10 W000 HEr10ER AS PLAN DERM COAS) L SECTION P OVAL NAM DATE NIGHT REFiECTCRS ON ALL PILES MHW EL +2.1 FT NGVD 012 PT SANE #2 DENSE BLOCK HANGER AS PLAN TO SUPPORT HEADERS FACE OF EXISTING SEAWALL MHW EL +0.1 FT NGVD EXISTING RIB RAP BAG FOOT TO REMAIN TOP OF BERM EL —4.0 FT NGVD r � _ 12 CAM. CCA WOOD PILES AS PLAN DRIVE TO 12' MINIMUM EMBEDMENT INTO FIRM MATERIAL, 5 TON MIN. CAPACITY SECTION A /5 -4 SCALE:3 /8" = 1 ' -O" D ERM COASTAL SECTION PRELIMINARY A$PROVAL NAME DATE Z I0 12 DIAM. CCA W000 PILES AS PLAN z•••"--- DRIVE TO 12' MINIMUM EMBEDMENT INTO FIRM MATERIAL 5 TON MIN. CAPACITY RECEIVED DEC 21 2010 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) SAVITS RESIDENCE date issued drawn 06 -24-10 JMV checked JI1B project no rehsions: sheet no. S -4 4 of 4 • • • • • • • • • • ••••. • • • • • • •• • • • • • • •• POWER UNIT BY A.B.L. INC. DRIVE CAPACITY @tG,000 LBS 1 HORSE POWER MOTORS WITH PLASTIC COVER • •• • • • • • • • • • • •• •• • • DRIVE UNIT TEND PLATE SEE TOP j BEAM 1 1' 0— kitiolkh PILE 1' ALUMINUM SHEAVE AXLE CRADLE END SIDE VIEW • •••• B•U :,BRACKET ,••• 'DETA. • •• • . •• • • • • • • • • • 3x 8x 16' LONG PRESSURE TREATED 10x6 @ BU- LBS. PER FORT • ILE BRACKET SPECIAL 6' x 12'CHANNEL WITH (2) % 'S.S. BOLTS THROUGH THE PILE DRIVE UNIT DETAIL 1 /2'x 15/16' SHEAVE 6061 -T -6 /2' STAINLESS STEEL THRU BOLT (TYP.) Li»(. , BRACKET .251X2.0' ANGLE TOP BEAM DETAIL 8x 9x 4.25# / t f hannet F to F. SHEAVE LUG .375'x 2'x 16' LBS. PER FOOT /2' STAINLESS STEEL BOLT (2) CRADLE END VIEW 1' ALUMINUM SHEAVE AXLE 2' PIPE DRIVE SHAFT (501.4o GAL V.) 1 /2'x 1' Bearing P1t. Ai Botts Ytkx5' Re Bracket 1/2'x 15/16' SHEAVE 6061 -T -6 SHEAVE LUG .375'x2;116' LBS. PER FOOT 1/2' STAINLESS STEEL BOLT (2) JOHN H. BUSCHER, P.E. Consulting Engineer PE # 41844 (Structural) 4404 SW 139th Court Miami, FL 33175 Tel. (305) 554 -9170 o SEE DRIVE UNIT DETAIL s•_o- 5) 1' X 5' X 7' STIFFDENER (2) 2' PIPE SUPPORT / BEARING PLT. DRIVE SHAFT u• -t• 4' -1O 41 !""ilitil=1111111.1.11.11"..111 fir 2) %'SAINLESS STEEL BOLTS THROUGH PILE 7x19 -3/8' DIA. 2 -PART STAINLESS STEEL CABLES (TYP.) SEE CRADLE END VIEW DD PILE I QI SEE CRADLE END VIEW TYPICAL ELEVATION SCALE k'= 1' -0' 7x19 -3/8' DIA. 2 -PART STAINLESS STEEL CABLES (TYP.) SEE BUNK BRACKET DETAIL iSEE CRADLE END SIDE END VIEW LBS. PER FOOT TYPICAL CROSS SECTION SCALE Y'= 1' -0' Akin.-.1N) . (90(1I — i-G r z = Pt l_ S r N) S i 1 t >v CS eiiitt?pR 48) Down.., ". } .: 2 Z tzU : S'' 920c--tk il-Pa'-br--) , Pt, �j 4S \ 9-t. –21 9 �)&O (�l�Ei (�2'�- (AC { �_ J, &ftc =c � �%t= ` } 71k . FA,a)� r ir E. -A0bea j. '-C. PLi 3,-5!)-) `-i 9 i . Glt-A_- .V1-7 ens e 01\65 re. DERM aolo -at-Pa-40136 .. • .. • • • • •• .. • • • •••. • • • • • .. • • • . .... • .. • ▪ • • •• • • •• . • .. • • .. .. • •• • • • • • • • • • • • • • •