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Home My WebLink AboutSUBMITTED PAPERSNA RECIfVED BY- JUL 18 2011 Stl Lucie County 001 PLANUVffiWFfT--p EE '. RECEIPT NO: PERMIT NUMBER. T CONCURRENCYTEE- RECEIPT NO.: CER CAP.. NO:: ALL :0001MUST BE -COMPLETE A FILLED- IN T_OLBE ACCEPTED PLAWUNG &.1DEVEL0PMFM'SV1MCES_DEPARnffNT BUILDING & CODE REGULATIONS DIVISION 2300Yirginia:Avc nue- Ft Pierce, -FL 349925652: 7724162-4553 A"-- LWATTION for BMIDING PERMIT . 4 CERT-MCATE 4-4 C-APAC1TY/ZGNU4G4C0MLPLL4NCEVg 1. LOCATION/BETE ADDRESS- �f0-9,'.S'j_ 5__0 ra Wz". - -fen. f $ - A- fL 3Y ".7 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID4: iuna. 4. LEGA-L-DESCRIMON:(attwh4octra-sheets-if-nwmary): V .114jr. xG n uftilr 1-2 5-. PLAT BOOK I 5 6. PAGE- NOJIS *7-1b� 7. -BLOCK NO. 8. LOT NO.- 9. -PARCEL -SIZE (ACRES19Q -LOT-D%1ENS10N$: .30 Q'0 to. COMPLETE DESCRIPTION -OF -CONSTRUCTION PROJECT OR WORK ACITVITY' Coc. t ap a L 016 rjee4.'_ it. 11 13'. .14. SETBACKS (ACTUAL) FRONT: W jig!: BACKAIJF� RIGHT SIDE: �JUV'r LEFT SIDE: Wn TYPE OF-CONSTRUCTIONfiCheck aU aWopriate-bokes)- [] NEW CONSTRUCTION ENFANSION/ADDITION INTERIOR RENOVATION RESIDENTIAL CON04ERCIAL -ADUSTRLAL- OTHER-(SPECIFY) DESCRIPTION OF.PROPOSED USE: SQ-MOF-CONSTRUCTION. 16. VALUEOFCONSTRUCTION: S 140M 11; SF. FT Ist-FLOOR. The value of construction is used to datetmine the amount - of permit fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if his demonsuated that the submitted 4gures are not consistent with sinular types of.construction activities. Ifthe value is$Mormore, a RECORDED Noticaof Commencement must-be,mbmitted-whb this-applicatiox. SCANNED SLC-C-DV form, No. V0142 BY St. Lucie County UPDATED 6aSM - X4 i OWNER INFORMATION V NAME: ADDRESS: ZADI -LA-A=10- 44- -CITY: Larw�*,&J STATE: F-L. 21p: U21-715- PHONE -(DAYTIME)_. 4a MS — 6 Emall:r All-L-le. IF THE-FEESIMPLE TITLEHOLDER (PROPERTY -OWNER) -IS DIFFERENT -FROM THE -OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW -FEE-SIWLE TITLEHOLDER. ADDRESS' CITY: ..STATE: ZIP: PHONE -(DAYTIME): (__) CONTIRACTORINFORMATION. 'ST. of FL REG.CERT #: -ST. LUCIE COUNTY-CERT #: BUSINESS NAME:. 016(,& c- QUALIFIERS NAM[E:, lb f c7r ADDRESS: 2-x %A CITY: Poor S'; STATE:— 1 ZIP: q 15 7- PHONE (DAYTIME): (217-) q i f - eq q 5 FAX NO. ARCIRT-/ENGINEE%- c ADDRESS:1,11-1 s w C),, S-1 -CITY. p S L STATE: ZIP: 3A q H PHONE - (DAYTM): BONDINQ--COXlPA-NY: ADDRES& CITY: IT STATE: ZIP: MORTGAGE LENDER, ADDRESS: -CITY:' STATE: ZIP: !MPORTANT NOTICE-.- Nftewa -permit is issued and it Is -not-pick-ed--up-withiR-40--d.a-" after notification - it -will be voided and veturned to.y6u by. mlaL CERTMCATION-.- This application-is-hertby-made#o obtain a permit -to do -the -work and --installations as -indicated;. and -to obtains-certificate--ofcapa -ity, if applicable, for the permitted work. Tcertify that no work or installation ties commenced"prior to the issuance of a permit and that all work will.be:performed,to meet#he.standards of all.laws:rEgulat ng construction-.in:this jurisdiction. 1-or -may -be, Tequwed- for ELECTPJCAL, PLUMBING, -SIGNS, SWELLS, POOLS, -FURNACES, -BOILERS, REATEI 1% TANK, AND AIR CONDITIONERS,. FENCES, ETC., not otherwise included with this bdildingpemiit application. -St: Lucie County makes -no" representations that "its granting of wpermit--will mAo&e the -permit -holder to build- the subject -structure which is in. conflict with any applicable Homeowner Association rules,. bylaws or any, covenants that may restrict or -prohibit such structure. Please consult with -your Homeowner's Associationand aeview your deed for any restrictions which may apply. .The .following- building- permit applications "are exempt --from- undergoing -.a -.full" concurrency. ..revlew:..room. -additions,".accessory structures (all -types); -swimming -pools, fences, -walls, -signs, -screen "rooms, -utility -substations & accessory uses to another -non- residential -use. NOTICE TO-OWNEIV YOURfAILURE TO RECORD A NOTICE OF-COASIENC-EMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF -COMIu[ENCEMENT-MUST-BE _RECORDED-_AND.POSTED.ON-THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU'INTEND TO OBTAINTINANCING, CONSULT WITH'YUUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO -APPLICANT:- IF IT IS NOT YO..URRIGHT, TITLE; AND -INTEREST THAT IS=SUBJECT TO ATTAC+DAENT:. AS A -CONDITION OF ISSUANCE OF THIS -PERMIT, YOU -PROMISE -IN GOOD-1:AITH-TOOPYOF'I'NE.Cniv�Tttl`rc�7rnivi':i�:xrr .e w-ivnTri-�-Tn THE PERSON WHC f t -Y IS. SUBJECT TO:ATTACHMENT. 1041P z: V OWNER OR CONTRA SIGNATURE -STATT-OFFLORIDA COUNTY OF C>� The -foregoing instrument' 9cknowledged Won me --this -dayof 20- L S who ls-personalty own or hasproduced identification. Signature Connnission No. {Seal) Z� Re cQ'mi CONTRACTOR SIGNATURE -STATE-OFFWRIDA COUNTY OF >C�d C� The foregoing instrument was acknowledged -before ethis 4Y -day-of ZO . y D� ho ispersonall own or hasproduced NOTE: TWO .(2). SIGNATURES. ARE REQUIRED.. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN-OWNERAWILDER, THE OWNER MUST PERSONALLY APPEAR TO -SIGN THIS APPLICATION iN THKOFFICE LISTED ON`TIIE FRONT OF-IMS APPLICATION. OWNERB.UILDER-AFFIDAWIT WILL BE REQUIRED FOR=ALL OWNERtBuiLDER.APPLICANTS.- For specific instructions see appropriate permit checUst. OFTICE USE ONLY SEC lON TOWNSHIP "� RANGE �, MAP NO Listt __ .. - - - - -- -LOT CVG % ' _ ... . _ - _ TA2 N0. - .. .. -ZONING FIRM MAP'# IsrFLR ELV MAX HGT FLOOD ZONE - ----- - -- - :000UP TYPE -- - - - -- - --- - -- - MAX OCCUP_ - - -#DF FLRS --- _..._ ,_ _. _. -- ... -- _ - — -- --- -- CONST TYPE - -- - - _ . .WATER .... SEWER i FR. SPRINK . S STORMWATER " LOT OF REC -After-.1/1990 .. LOT SPLIT REQUIRED LOT SPLIT APPROVED -- .-----. - - - - LOT OF REC - REPORT HABITABLEA RADON PERMIT FEE CODE. LiRARY BRACT FEE PUBLICBLD IMPACT FEE CORRECTION PUBICBLD IMPACT C�INERAL PARKS ID+I PACT FEE SCHOOL = BRACT ROAD BRACT FEE CREDIT Y N LAW EIS IMPACT F i RT5 FEE SPECIFY egg REQuaw DRIVEWAY Y REQUIRED • MECHANIC � ROOF. - ELECTRIC GAS ' PLUMBING N DRIVEWAY FEE NON -CONFORMING LOT OF RECORD FEES ADMINISTRATIVE FEE MISCELLANEOUS �S DATE SENT TO ADDRESSING: _REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEATURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE CQl"L T—L Vx NNIV — nvrriALs COLte-A -�vr C�_ tf=� 7777rage 1 VI I in, adep.statb, -us) 18: 16:27 AM g 811, -FlOdda -Statute (attached), you do not require a permit or written authorization _ *0 .6,the FOIEP forthe installation of a dock less than a 1,000 square feet in surface area in an artificial a _t., and' and Manager s -Environmehtal Resources Program F bri 61 pepartment of 5nvironmental Protection Port St. Lucie Branch Office Southeast District (772) 380-1271 I you prefer a -Seff iMerfifigation for construction or repair/replacement of an exempt single-family dock, installation of a boatlift, or a noticed general permit for the installation of riprap please go to: www.fldepportal.com The Department of Environmental'Prolection values your -feedback as a customer. DEP-,Seoretaty Aerschel'T. ..Vinyard -Jr is, committed to- continuously assessing -and -Improving the- level and quality ofservideaprovided -to: -you'. Please take a -few -minutes4a comment -on -the quality ofservice you -received: Simply click on- this link to the DEP Customer Survey: Thank you in advande- for complefing.the survey. -http:lliis.mg2O4.mait,yahoo.comldio4aunch?-.partner--sbc&.gx=l&.randi:=bbuhnt8iimsu55 7/6/201-1 403.813 Permits issued at district centers; exceptions.— (1) A permit is not required under this chapter, chapter 373; chapter 61-691, Laws of Florida, or chapter 25214 or chapter 25270,. 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, nothing in this subsection relieves an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or any water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments: .,(i) The construction of private docks of 1,000 square feet or less of over -water surface area`and seawalls in artificially created waterways where such construction will not violate existing water quality standards,. impede navigation, or affect flood control. This exemption does not apply to the construction of vertical seawalls in estuaries or lagoons unless the proposed construction is within an existing manmade canal where the shoreline is currently occupied in whole or part by vertical seawalls. Typical Dock cross section (side and top views) Notes: Jeff Felix 10851 Dr. PAM WELCH INC. MECHfLECT4IVft- ENG 1984 BLTMORE ST. #114 PORT ST. LUME, FL 34%4 PAUL WELCH, P.E. FLA REG 140 29945 Design & Drawing by: RR Riggs and Son Inc Marine Contractors Date: 6/25/11 20111 Sheet 2 Of 2 t) Man Made Canal Water Body Width: 80' +/- U O Flood / Ebb 4 10 30' A PL. i .. . Proposed Marginal Dock 8 Boatlift set on angle N1ECH-EPAULWELCH INC .1984 BIL �oRE'ST."�144` T Sr..L'UCIE R 3 W,; . . Jeff Felix 10851 S. Ocean Dr. Lot 126 Jensen Beefch, FL r34;957 J V PLAN 1tEVIEW FEE: RECEIPT NO;' .PERMIT NUMBER.- CONCURRENCY FEE: RECEIPT NO.: CERT.C"..'NO.: ALL 'DEFOMUST -.$E--COM:PLIETE-&:.FILL.ED.I-NT-.O.BEACCEPTED PLANNING & D-EVELOP31ENT'.SZRVICESDEPARTMIENT' BUIIM_ INO & CODE REGULATIONS DIVISION 23001YffmMa.Menue ft,Pierm-M 349825652 772-462=isS APPLICATION f4r- BUM IDTNG PERMIT -CERTIFICATE -of �CAPACITYMONING COMPLIANCE -PROMCF-MORM-ATION' 1. LOCATIONISIM-:ADDRESS: JAP'S I Ft -3 2. .PROJECT NAME:_ $IT9PL.AN:NA1v1E; 3. PROPERTY TAXI D,#- P-Am-- tkob-S lla4e 15v- �ae; 4. LEGAL DESCRUMM(attach!extra sheetsiNwWo.; V�,%T%AW, N 4L "At a -CM& $. PLAT--BOQK p5 6; mpAeE.No.1JV7-?Zb'7 7. -m-OCKNO. 8-. LOT -NO. Qjo A- -9.. -PARCEI,-8IZE(&QRESISQTT.).*. L0TDRAENSIQN$: 1.0. -COWL-�ETE'-DESC.RIPTIO.N-O.F�C'QNSTR.UCTI.919 - PROM; . T OR -WORK ACTIVITY II.: SETBACKS (ACTUAL). FRONT: W BACK.AJ I P - RIGHT SIDENJ UVV- LEFT SIDE: W�ft -12- WPE-OF C riatp -bokesY ..ONSTRUCnOM(.C.heckaI1'ppprop f ]- NEW :CONSTRUCTION' f ] EXPANSION/ADDITION f I INTERIOR RENOVATION 11 AMPENTIA4 I- COMMERCIAL. I -INDUSTRIAL -OTHER-(SPECIFY) _13, PESCRI M, ON-.QFj?RQP0$EP -U:SE:, 14: $1Q;_PT_OF.00NMUCT1OM O, 'Ili SF. FT I's.tT'LOOR.; 46. VALUE-OFCONSTRUCTION; The value of construction is used to determine the amount'afPcrinii fees to be, assessed. StLucie County the right to question and/or modify the.indicated value of construction if it is.demonshwed that the submitted -figures are not consistent with similar typ1sfreserves activities. If the value is, $2500-ormore; a RECORDED Notice ofCommencement must be.submitted with tbis application, .-SL0C-DV--Form.,.No;:--00142 -UPDATED 612SM9. F. OWNER- INFORMATION' NAME: Ser. +L2C'QL- .L. , zC- ADDRESS: _ . 1 -CITY: nil ca70 OLI STATE:: L ZIP: 757:77 S- PHONE''-(DAYTIME):--( d I - 5�7S Email:CAIi-Alp. -IF THE•FEE-SIMPLE TITLEHOLDER -(PROPERTY -OWNER) IS:DIFFERENT-FROM THE-OWNERLISTEDABOVE, PLEASE FILL -IN -NAME AND'ADDRESS BELOW. -FBE-SIMPLE TITLEHOLDER ADDRESS: CITY: STATE: ZIP; PHONE -(DAYTIME): (_) CONTRACTOR-.INFORMATION- ST. of FL -REG.CERT #: -ST. LUCIE COUNTY-GERT -BUSINESS'NAME:. t fo S d S o l L QUALIFIERS NAME: e o 10 o2 t 6lo S ADDRESS: Zl y 5,F_ 5 CITY: POQ:r S-; rJ- STATE: i= l ZIP; 3 `l 9 52 PHONE (DAYTIME):. - z. g 1 S y 4 S FAX NO. Email: ARCIRT/ENGINEER ADDRESS:- I R 84 "A -CITY: p L STATE: 1 ZIP: 34 4 9 � -PHONE-(DAYTIME):'(272_ S 5 cf 89 $ BONDING COMPANY: ADDRESS: CITY: STATE: ZIP MORTGAGE- LENDER ADDRESS: -CITY: STATE: Zu': UffORTANT NOTICE: Whew a -permit is --issued- and- it is -not picked p within ;60 dafter notification -it will --be voided and --returned -toy-ou by -mail. O]E'FICE USE ONLY �� '' #: SECTION j 1 TOWNSHIP RANGE MAP NO. �` u - - -ZONING --. _-- -- LAND USE LOT CVG % TAZ NO. FdrOODZONE FIRM MAP # IsTFLR-ELV MAXHGT ; - -- -CONST--TYPE _,OCCUP TYPE -. _ -MAX OCCUP_ _ OFFERS _ —_ WATER -SEWER -SPRINKLERS -STORMWATER LOT OF REC `LOT OF REC After-I/1990. - - -.- - - - ---REQUII±ED LOT SPLIT - -- -- LOT SPLIT APPROVED - --- - - -- — - - -REPORT CODE HABITABLE AREA _ RADON FEE PERMIT FEE ACT PUBLIC BLD BRACT FEEFEE CORRECTION PUBIC BLD IMPACT PARKS IMPACT FEE [IBRARY OOL ACT ROAD IMPACT _� CREDIT Y N LAw ENF BRACT FEE FHLEMMS ACT FEE -DRIVEWWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY .-SUBS REQUIRED M :WANK � :ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISS LANEOUS FEES DATE SENT TO ADDRESSING: .REVIEWS FRONT- COUNTER ZONING REVIEW SUPERVISOR. REVIEW PLANS REVI w VEGETATION REVIEW SEA TURTLE . REVIEW MANGROVE REVIEW - DATEOKI RECEIVED DATES -CO�'."�I.E:'' - - INITIALS C� .so %AINV UIRTHFICATION:- This application is hereby -made to obtain w-permit-to--do-the-work and installations as -indicated; andlo-obtain-a certificate -ofcapacity,, -ifap phimbli, f6r the permitted work, rcerfify that no work or installatibri-has commenced -prior to theiksuance of permitand-thatall work will -be-performed to mect.the standards of.*all -laws;regulatipg-construction,in.-this jurisdiction. l.understand-that-sepu;tte-permits -may be, -required --for- ELECTRICAL, PLUMBING, -SIGNS, -WELLS -FURNACES, URNACES, BOILERS, HEATERS, -S, POOLS, RS, TANK AND AIR CONDITIONERS, FENCES, ETC,.not otherwise included with this building.pemit Application. -St. Lucie -County makes- noF representationAhat its -granting of wperraft,will-authorize the%pern-ftholder to -build- the--subject:structure which 'is in conflict with any applicable Homeowner Association rules,, bylaws or any covenants that may restrictor prohibit such structure. Please -consult -with your Homeowner's-Association-and-reviewyour deedfor any restrictions -which -may -apply. The -following.- building. pc=it -Applications are -exompt- front -undergoing- A. -full- -corke-urrency review: -room- Additions,, -accessory -structures (all -types); -swimming- pools, fences, -walls, -signs, -screen rooms, -utility -substations & accessory, uses to Another -non- residentiiruse. NOTICE TO OWNER:- YOUR FAILURE TO RECORD A NOTICE OF -COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEYOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF -COMM[ENCEMENTMUST BE RECORDEDAND-POSTED ONTHE JOBSITE BEFORE THE FIRST -INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH'YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF -COMMENCEMENT. NOTICE,TOAPPLICANT.- IF IT IS NOT YOUR -RIGHT, -TITLE, AND INTEREST THAT I&SUBJECT TO. ATTACHMENT: AS A -CONDITION -OF ISSUANCE OFT-HISPERMIT,YOU -PRONUSEIN GOOD-FAITH-TO4P5,V.,MOPY-OF--Tl4E'CONSTRTicTfoN--LiF,mLAw-NoneETO THE PERSON IS SUBJECT TO.ATrACHNMNT 51: X 9: OWNERPR CONTRA SIGNATURE E5 CONTRACTOR SIGNATURE X -STATE-OF FLORIDA -STATE-OFFLORI A" COUNTY OF COUNTY OF The fdregobig instrument' s acknowledged--befte The foregoing instrument was acknowledged --before -me--this 201- e4his 0..1,6cll .20 J A -by eo b er who ispersona"y or has produced ho is personally -Am -&—a or hasproduced. as idiandfie 'On. oas identification.; Signature of ry r m Signature of Nbtlfry -Commission-No. (Seal), Commission -No.. (Sea,) NOTE: TWO (2).SIGNATURES ARE REQUIRED.. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS ANOWNER/BUILDER, THE OWNERMUSTPERSONALLY APPEAR. TO -SIGN - THIS APPLICATION IN THE -OFFICE LISTED ON711E FRONT OF -THIS -APPLICATION. OWNERBUILDER AFFMAVIT WILL -BE REQUIREDFORALL OWNER/BUILDER-APPLICANTS.- For specific instructions see appropriate -permit checklist. Md PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1 State of Florida Certification Number (If applicable): have agreed to be the (Company Name/Individual Name) �� C \ ��, — sub -contractor for k S —� (Type of Trade) (Primary Contractor) for the project located at (Project Stre t Address or Property Tax ID #) It is understood that if there is any change e of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Z— \ SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Q-0�Q1PIQ � . r_ \ OFFICE USE ONLY: PERMIT # ISSUE DATE JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3619102 OR BOOK, —.6 PAGE 756, Recorded 08/16/2011 at; 53 PM NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I, 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: Wit iI - V ? Q - of 33 - boo/9 . h , 2. GENERAL DESCRIPTION OF IMPROVEMENT: _ 3. OWNER INFORMATION: a.Name Jeffery & Carol Felix b.Address1202 Pomelo Ct., Longwood, FL 32779 c.interest inproperty 100$ d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME ADDRESS AND PHOfJF NUMBER: 6icull Fia s&44,_ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER; 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the tollowing to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: _ 9. Expiration date of notice of commencement (the expiriltiod 4pte is 1 year from the date of recording unless a different date is specified) 20_. Signature of Owner or VO= Owner's Authorized Offlcer/Director/Partner/Mgnager CA2o L L_ Fe% Print Name and Provide Signatory's Title/Office State of Florida County of Oran The foregoing instrument was acknowledged before me this 25th day of July 20 11 By Carol L. FElix & Jeffery L. Pe!lijras Owners (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known X or p e t e o lowin t e of ID: _ ?OP Notary public State of Florida ` t Stephanle KIM Maroney MY 4Jn6rr\G IC\rh MCa{U}lL.y a E preejl/271201lsalDnD7373B4 (Printed Name of Notary Public) / (Sigfiatpre of Notary Public) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OlHcer/Director/Partner/Manager o signed above: r By: - — By aev. 08nM007(RawJingt STATE Of FLORID ST, LUCIE COUNTY THIS ISTO CERTIFYTHATTHIS IS A TRUE AND CORRECT COPY Of THE ORIGINAL. By: Dat x Lydia Galbraith From: Lydia Galbraith Sent: Monday, July 18, 2011 11:21 AM To: 'ROBERT P RIGGS' Subject: Comments permit 1107-0057 Importance: High Hello Robert, Please provide: - a second signed and sealed letter from the engineer for the boatlift, we only received one. - the plan view of the dock is missing the dimensions of the triangle deck. Please provide corrected plans. Please be aware that above comments only reflect the zoning review. The plans.examiner might have additional comments. Thanks, Lydia B Galbraith Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl(@stlucieco.org 1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 10851 OCEAN DR S 126 City / State / Zip; JENSEN BEACH Parcel#: 4511-810-0133-000/9 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1107-0057 Activity Type: Other Permit Type: Dock/Sea Wall Review Comments FL 34957 Jurisdiction: St. Lucie County Lot # : Block: CONTRACTOR INFORMATION Contractor Name: ROBERT P. RIGGS Business Name: RIGGS & SON INC Business Addr: 214 SE CAMINO ST City / State / Zil PORT ST LUCIE, FL 3495 Page 1 Owner(s): JEFF FELIX CAROL FELIX Application Type: Building Permit w/o subs Other Activity: DOCK AND BOATLIFT Stories: 1 Automatic Sprinkler System? Fax Number 772-785-7997 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 07/06/2011 1 Comment PLEASE PROVIDE RECORDED NOC AT TIME OF PICK UP. Environmental Review Pending Front Counter Review Complete To Be Reviewed by Zoning Complete To Be Review by Plans Exan Pending Amy Mott Audrey Humphrey 07/06/2011 07/06/2011 07/18/2011 Zoning Review Incomplete Lydia Galbraith 07/18/2011 07/18/2011 1 Comment PLEASE PROVIDE A SECOND SEALED LETTER FROM THE ENGINEER FOR THE BOATLIFT. 07/18/2011 2 Comment THE PLAN VIEW OF THE DOCK IS MISSING DIMENSIONS OF THE TRIANGLE DECK. PLEASE PROVIDE TWO SETS CORRECTED PLANS. Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 07/18/2011 3 Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. PLANNING &.DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION • 2300 Virginia Ave ------... _......_._ Fort Pierce FL 34982 BUILDING PERMIT -------- - - - -- - - -- - - --- -- - -_ __ T_SUB=GttO��iVTRACTOR. - le✓ O _ILi.,4 J_ _-wiU-be-usingthe-followin suh-contractors for_the .-- - --- - -- --------- - -(Company/Individual,Name) _- project located'at trig S l c' ems•^ u, 1 Z Co (Street address or -Property Tax ID #� It is-understood'that if there is any change of status regarding'the participation of any of the sub -contractors fisted below, I will immediately advise the Building and Zoning Department of St. Lucie County. OFFICE USE ;ONIY: . PERMIT ISSUE DATE: .NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Q t-\_�Q \ r-� have agreed to be the (Company Name/Individual Name) \ E 0,\�_ sub -contractor for n t S --� QC) t, (Type of Trade) (Primary Contractor) for the project located at t L—��- (Project Street Address or Property Tax ID #) AS\\ - Q%0 --�� - C�-Oo It is understood that, if there is any change of status regar mg our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGIINNA�L SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: i r-- �__ Jk= e C 7`lam Qn Address: City/State/Zip: L_ L_ �Es& Phone: email: ig-- ELF t_ C 4 Q.AC OFFICE USE ONLY: PERMIT # ISSUE DATE Property Appraiser - St.Lucie (J ti,,ity, FL PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Jeffery L Felix Record: 1 of 1 Property Identification Site Address: 10851 S OCEAN DR 126 Sec/Town/Range: 11 :37S :41 E Map ID: 45111H Zoning: HIRD Ownership and Mailing Owner: Jeffery L Felix Carol L Felix Address: 1202 Pomelo Ct Longwood FL 32779 Sales Information Date Price Code Deed 5/21/2010 73000 0001 WD 4/14/2010 100 0111 CT 4/9/2008 50000 01 QC 7/21/2005 182000 00 WD 3/19/1998 32000 01 PR 10/1/1972 7500 01 CV No Sketch Available Page 1 of 1 Taxes Exemptions Permits Home Print ��jalE CO ParcellD: 4511-810-0133-000-9 Account #: 124700 Land Use: Vac Res _. City/Cnty: St Lucie County Legal Description WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1 UNIT 126 AND PRO-RATA SHARE IN COMMON ELEMENTS (OR 3204 More... Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 60000 Land Value: 60000 Acres: 0.07 3204 / 0330 Assessed: 60000 Building Value: 0 3195 / 1299 Ag.Credit: 0 Finished Area: 0 SgFt 2960 / 0806 Exempt: 2337 / 2811 Taxable: 1136 / 0258 Taxes: 1247.03 0209 / 0301 BUILDING INFORMATION Exterior Features View: - RoofCover: RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: PrmintWall: FullBath: HeatType: AvgHUFI: 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information , Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0000-Vac Res 158 -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=451181001330009 7/6/2011 ems,`: s4 aei Vdfagz CONDOMINium No. 1, ASSOCIATION, INC* �OCK LICENS WfNIDMILL VILLAGE BY TI.E SEA CONDOMINIIAM'1\t0. 1-2 ASSOCIATION, INC. (hereinafter Windmill Village). and >7effery ..& Carol Felix — ..owner of Lot # 126 at W,,indrn l;l Village. (heteinuficr 0%�, er) enter into,th s License Agreement for the purpose of pennitting o« ners to construct a d6ck in the canal area adjacent to Lot H 12.6 in CoIYSICIeratiOn for the tnutual covenants And agreenlcnt (if this document. the parties agree as folloWS: ONvAer shall 'be.entitled :o construct and maintairt:a dock (and x davit or boat lift) adjacentlo'Ov ner"S lot. ?. Windmill Village has .adopted,.ntles and regulations .pertaining_ to these docks. Owner agrees to :comply with these roles and regulations and -any reasonable- amendments that, .mav be tnade.ky Windmill Viliage.in the future (these initial rules are attached as Exhibit "A . and'incorporated by' reference iitto this Agreement). 3. Opener will be soled• responsible for all construction. maintenance. repair and replacement of -dock ard- aarees to keep the dock -in :a safe condition and is good repair. If. at any time. Opener should fail to properly maintain the dock, then after written notice and an opportunity to make the repair. if Owner still fails. Windmill Villa-e Avill have the right f but not theresponsibility) to accomplish the repair and to levy a special assessment against O.xnei• and 0%vnieCs Lot forthe cost of such repair. Stich special assessment shall be :treated like aq other assessment levied pursuant to the Windmill Village Declaration of Condominium. 4. Ois'ner shall'supply4o 1Nlndniill Village annual Proof of insurance. This insurance policy shall include- genera' liab'tlitc for.al)y and all structures. as well as vessels that may be moored a the dock. Ovner shail indehinity. d' nd and hold harmless Windmill Village for -any claims of damages that may=' arise because of the use, constriction or existence'of this dock.- 5: Windmill Village agrees that 0%tiner shall have sole and. exclusive possession of the dock adjacent to 110t _` provided that Owner complies Nvith all terms of 'this. Agreement. asaeell as Nindmill Village's mules ltid reLIulations attached as: Exhibit "A". 6: Owner Will convey o«nership of the dock'And'any structures located thereon such as da,,its and lifts. to any indii•idual-whopurchases Owner's Lut. P 7. Owner understands that it- may. at sonie tithe in the future. be necessary to remove portions of the dock to alloie access to the seawall which i�; part �of the�comnion elements of ht'h dmill Village. l hile.it..is..the: intent of Aie,pailics that thcconstructionof he dock shall itot impact the �ewxall (see Pule. Pt). the parties acknox0edge that future needs cannot be fully anticipated: Owner recognizes that -he/she will be responsible for any removal -and/or replacement costs occasioned to gain access to. the coriamon element seawall. S. The terms and conditions of this Agreement shall be enforceable in the. Courts of St. Lucie County: In any such -enforcement action, the prevailing party .shall -be entitled to recover of reasonable attorney's fees and costs incurred. Dated this day of _j)1e, , 201 Si .. ture of Witness C t Ata: `0: urger Printed-6me o Witness Printed Name of Witness Sagnure of Witness jod I' P I'rintedName of Witness Sigiiature'ol Withd9s. Printed Name of Witness STATE OF FLOMDA ) SS COUNTY'OF ST. LUCIE)- WINDMILL VILLAGE BY THE SEA CO7T;edF4erguson.Pmiden1' IUNI'NO. -1, ASSOIATION,. INC. By: By:A Carol Fenix, Secretary The foregoing instrument was acknowledged before me oh-&tday of • 12 .e , 2011 by Ted Ferguson and .ca=a Faux . as President and secretary respectfully of WINDMILL VILLAGE -BY THE SEA CONDOMINIUM NO. 1, ASSOCIATION, INC. ( )-who are petsonally knowri.to me, or'( ) who -have prpduced identification NOTARY PUBLIC -STATE OF FLORWA (Type of Identifi6 i -•""" •ti Laurle A Hedrick j s Commission # EE088305 4 '•.,'`s!��'' Expires: MAY 31, 2015- BONDEDT}1RUATrAM1G130.L�II?oca,nm o ry Signature NlyCornmissionExpires: � � �� Q=��`� j '�`��I'�d�, Printed Name IFAB S-91-- Lu4c County 1--'TBLTC'WO-f,,*,KS DEVART1WEN'T . COMP1,1ANCE? DMS�ON 2300 Vlrgiu4i Aveakie VO'rt Pierce, 1-4,3".0a.21, M-462-1553 1,)esigu ccrildcad,(M AW Wiwi 1,10ad Complimice This Curi.11-1mifi,01.1 11111A "be con.-Ipleted *by the project design arclutect or exigWee.r. '11.11S CtyfificlfiL)Jl I1IL181 bV ZiUbMAI.Ckl- ill d%.11)JiCl1te Willi all. applications for bullclint,, perLixiis involving, the. cor.1st-l-LIOtia, Of I,(- OE LILLtIti-- f4LUAY'), W'ddential addition, any k1ce .w --eSSOry S6meture; requiriag a building penliit, "AaLl 'Lilly iol zpply to iuterior renovations (l)roviclod [Iiat no ox1t1.1()r 811AWLILL-W WtJ.JJS, coJt1.rl:111.,3 or other eojl:tL.)Onents are being LaTected) and certain other raiuor bidlffiag please contact: 1110 B11milding MSpection Offico.at (77Z)462-2172. Ill-oia"t N - au , ic Svcul Addres 10%,51 eD - 05-tAIJ -OIL L Mf��, peralit Coll SLTaclion CL"'tifiCIlti011 StACCULCUt: T I Certify that, to the be.;t of L11y knowledge and belief, these plums and specifications have beeu dt:siguud to C0111ply with ffie applicable StrUCtUxal portion of the Building Codes currenfLy adopted auct enforced by St, L1.16C COURLY. I jLLk) Certify that Structuxal elemelit,., %IePil�ted- Oa t1wse plansproyidt-, adequate WSIMlltlut to t W s specified by current code provisions. loads zind force, Ile jul and As Used. Mease check or coutplete the appropriate box.) Smu"tion I Florida Builcting Code 2007 E(bfiou with 20 09 — SUPPRelriteut,,; and -ASCE' 7 --05 2. Building DeSi4ru •is: )G'J1Cl!Vt1d: 1:1 r V 3, Nh�uu-1toof.['-14iglyt- ,Roof Pitch: internal Pressure Coofffiieut: 4. Widt11 ofl?,ud Zone: -AL Wind Speed: (3 see. gti.4st) 6. 7. COW11011("Llts &- Cladding Wind Pressure ou Roof Zone 1- 8- Components & Cladding Wind Pr"-suxe on N)VaAl Zojxc 4 A? L �7b: �-v I JISVI 9- C(""Polkel-Its '� Cladding wind Presstwe on Overhea (I Garage. Door. 10. Lou&s: SF —P 11. Slle!Lr WJJJlS Considered for Structure? Yes No -74z-- -_ (if N(.), atutch explanixtioll) Load Path. provid(q? Yes 1�1- couOutilous No (if No, afi;a(:1x explanution) 13Ar(4 Collillon(Mt and C(m.1dingr Details Provid . ed? Ve&,Y No' (if N4 , i , at4tch .14. NI iijillitun Soil Bearing' Pressure: Presumptive: By Test; 40— PST, As tOtaesNed by my Seal, I hereby certify that tine h IC4411 ItNic?utde "M ell 61 in, titre ;ladcurrect, LQ tlic best of in), kawledge and Belief. Naux. PAUL WELCH P. E. 29SMS ex-1- ih DL-6ga Firm! ^ PAUL WELCH INC. —Pille. WF, RAVE *50ATLIFT AND -Tt%.A,-T :i:-r ?AF-El-s VJITM Oum itr pu e trwTSrt!W TAIS P-p,*,TtXf R-cyiseo SMM) St. Uacie C'auwy S'DF P(YBLIC'W0*.R*K . . MIKNI COM COMPLIAN'CEi MVISION 2300 Virgilaia A"waxic OA; I'leme, F1, 3,4982 772-462-ISS3 Design ccrtificuti0k, for Wilikid Load Comphalicc Tilis Cc,-Lit7icadoll awsc be completedby Lha, prp:j&cj clesign archiiect or euglucer. This COAlficaldon mmil be hi dupficate with all tIL)plicklfiox-is for bL11I.cJ'n4X P"Miis iLIVOMUIX 1110 C-011SULIC60ft Ofilc-.W ces!Lk:llcr' i'0111:11Y), residt. atial aiddidon, 4ay accessory httuct=:roqm3r1jag a bl.61(1411.� pormIL, mid ilay 'SLCU.CtLj,l:e.. C.0ah"icati60' 8113il 1101; iIPPIY to iatorior renovations (pimvidod that i1c) oxw6or co1It11'11:18 of Otlii'w corapononts w7e beiag i-A-Tected) mid certaiD other miaor builcRug, pc%-jljjtj. [-.,uf fLICUICT plei:J-0 cc)'Atz'ci 1110 131-tildifig lrSpOctiou Office at (772)QiZ-2172. certificatiou I certify 0 la 1, to tho b of, t of Lily 1,no wledge, wd b ofiof, flies e plans, mid specifications hav o beeu cles i g Liocl to cOMIAY''Wid, U-ie applicable StMC4MLIp0AjQLI of the Bmildiag Codes claaeritj.y acloptod aDd enforced by St. Lucie COULILY.eleLxlLvide, adequate to til aus pro 0 w1fl(I loack and fol-ces specified by c Lirrent code pf'ovislonS. (Please clheck or couipl(:te th(4 appropriate box.) FIOL'idtL Btlil(filI;Code 2(D 07 dition' with 20 09 guppYewents and ASCE 7 -OS 2. Buildilag Design jS: -'u Building; 3, Nlt�awkouf ope R'00f Pitch:—I�&---�,Jnterual Pressure Coef i(�jcut. f see. Bost) 5. uuildilig clusAficklifiWITable 1-1. ASCE 7-05 —'-M F0C Table 1604.5 6. C, for fi,'xpo,-sure 7. ColupuaeLlts .9- ekt(ldiug Wind Pressure ou Roor Zone ('"11)(ILIMI(S & C14ddiag Wind Prosurcon %k9l Zoilc by. -I !kl - J. C0IAIj10II4A1tS & 01Adding wind Pressure ox:L Overhead Garage Doo py 16. Lowk. RoaiMead It(, �) 171i V,11 I' - Shear 'A'Wis Causidered for Structare? Y" -\Q No -- Q-11 a tio I". Coutilluous Load Path provicked? No --_. (if No, A'1,44ch explattiltion) 13. AL( Coaqw1jellt ktud addift Detidis YroVided? YoR )C— No No, atutell 14. IVI ia4uturL Sail Bettriag preSSftre: t1resuluplive! )).Y wy 'ic'MI I hereby certify that the ixicuralaU04 hickided Willi (Aig go VI "aad hekier., Nw-u%;-.._.__PAU(- WELCH P.E. t tier ocx 2,9945 A VCi"LL VW iCkIll PAUL ELCH NC. wo*l'—I C, I't w fim d� v SE" AL ® 0-5- Page 1 of 1 C N GI 1 `J E E f� I N G DEERFIELD BEACH, FL 33442 :':>' ::., PH: (954) 354-0660 FAX: (954) 354-0443 ;. ...,.,n... `'' ........, .r...,`-:::.,., WWW.ENGEXP.COM- Work prepared for: NEPTUNE BOAT LIFTS Job#. 00-NBL-0002 Project: 10,000 Ibs 4 POST BOAT LIFT BY: TSB Check: FLB Date: 1 /512010 Design Calculations for Alum. Structure Refer To Attached Drawings (Drawings Signed & Sealed By Below -Signed Engineer) General Notes: 1. All work has been designed and shall be installed in accordance with the minimum requirements of the 2007 Florida Building Code with 2009 supplements. All local codes superseding the respective code shall be considered by the contractor in design & may require additional engineering analysis. 2. Wind loads have been calculated per the requirements ofASCE 7-05 as shown herein. 3. The existing host structure, if any, must be capable of supporting the loaded system as verified by the permit holder. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to extrusions and installation shall conform to manufacturer's specifications as summarized herein. 5. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & appellate fees resulting from material fabrication, system erection, & construction practices beyond that which is called for by local, state, & federal codes & from deviation from this design. 6. If any errors or omissions appear in the drawings, these calculations, or other documents, the contractor shall notify the engineer in writing prior to proceeding with any questionable work. 7. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the. 2005 Aluminum Design Manual, Part 1A, Section 6.6.1 (a) and (c), respectively. 8. Intellectual Property of Engineering Express, Inc. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by means, electronic, mechanical, photocopying, recording, scanning or otherwise, without the prior consent of Engineering Express, Inc. Raised Engineer's Seal Valid For _ ou h 202011 FLB #00-NBL-0002_01 + pp I�pp'� IIIIp pp IIII ''II pp ;. Fran L. Bennardo, P.E. _ Frank L. Bennardo, P.E., Inc. PE# 0046549 Cert of Auth #9885 =LB F0201 .. ......... ... ''C'Milil I ", 24"11151;,11 pr I EA Type;,Z0,000(b5> capacity bear elevator Beat size" 200.11- :(later.1projectjon) Ward Load assumed* ioa A- (plan projection) TL= DL+0.75(LL.1t.L) . 12.040 lbs (gravity load) TL I M - 2,720 lbs OVUM load load) Dun (OPTIONAL EUNKIIIALUI,j) 13EANI b - 4.00 in A - 11.00 In- E - I.OIE-07 psi A,„, - urt w d - 6.00 in IX - 84.90 M ly - 26.90 IrA A- = 0.58 W t1 - 0.59 In $x - 21.20 Ir? Sy- 13.50 in' J - 62.40 jrR a = 2.78 In ry - 1.5a In Lw.- (total length) I_ (unsumnel length) La 'IZOO (unblaced length for banding) max I&3meill = 2A7 (from visual Arialys"oftware) ?JaoL Shear =' . 105 llis:!; (from visual Analysis sorware) Actual Derisct)on "': A..-.; 4 -- OK 11 AlrowabraTenswen Stress ffq,. -CHECK CRITICAL BEAM FORJEJENDrNG La) Tension extreme fiber, not section) (sea 3.42 Flat efemams In LWO?m lenslan) (nOM-Oided members and welded members at bWbon farlherthan 1.0 in are wend) F,,- NIA (00vigbit) stress vd Part of cross section woldaffected (Sec. 7.12)) -±--(F. -F.) A 130r)Ubg Moment C<-axis): 27,084 lb-h = from above Tension Stress (X.axls): it - 1.3 ksf -27.084 bin /Sx All,owabre Ters:iia stress: FlnigOW OK, actual stress less than R u 1900 ksl 21 Alrombfa Compressive Stress fFbj; 2�Compre ssion n Bdams (extreme fiber gross section)7.ITTO-larshaM) L_--j"Onweldstil Yielded OBs 1d9.0 rato M3 1 1, too - M W (overall buckling) Sr I so 6940 19121, 17 _ksl r, I 1, 7` - r slenderness limit (overall buckrog) c. r. F� F F.- 25 , IF -•I MA , aMW. ab!e stress .., -, -7 rwa , -S, !Vc.l.w. 2t"Iton wed -affected (sec, 7.12) t,M M FAM b - 5.00 In A - 5.20 In' Iii.f.m+07fur A,, - 1.67 In- d 0.00 In N - 59.70 In4 ly - 7.30 Intl Ah,.- 0.28 W Ce'0.23 in Sx- 14.90tril By - 2 e2 In - US in m - 3.37 In ry - 1.18 In (Total JOAO) L_ = tl.CO It (unsupported length) Lb .1.00 it (unbraced length for bending) Max �e E 11 ((mm%is-a[Aulp6sofcffam)(perbe,,.) Mint, , or 3,114 Ib . .,g;,'t(fmm%'4va[AnatislssaftNare)(Wbqam) --LCK CfYTICAL BEAM FOR SENDIN --bm -4 -U-d r0- -1 ft, LO h a. mM lia-ble Tension Stress M), Dej&j C=zus,&L, Lo ucfeu LnsfOn In Boom$' (extreme fiber, not section) 0 -ft-_ per rmrw,9 3.42 Flat VaMents; In urjfbrm lenslad) F, (rdnevelded Members and welded members at JocaUon farther than 1.0 6 a ra vieid) 4W,,hznj.OInQrawe;O) F,- NIA (aftvabla stress W/ Pan of =3S Saeon welck(locied (sec, 7.12)) F., = F. -�L--(F, -F.) A MOTT 9 Pending Puroment (x_tuds): 191,798 lb -In -from above (tension Stress (xaxt,): it - 12.9 ksl 101,7.46 In I Sx [,;�N Km -,rdwahlo Tensile Sties3: Ft=19.01tll !2) Movable "21MOVIOW Stress fF:bl, 20) Compression In Beams (extreme fiber, gross sectlen? logs 40J 511andemess f63 S'. lower Verzlemes5 Omj (everaij budding) 2 upper slenderness limit (overall bucklimg) �F. �.F6 arowavastress I: WA eowablle stress w/ part or class section weld -affected (sec. 7.1.2) N�. F.-A �(F.-F_) 121)) Compression In Beam Elements (element In uniform compression), gross section: I ft A I I nOnW-Idad welded OBS b1t - 0.8 slenderness MOD S'. Jawel slenderness fira (overall bucUlng) S,, 10 upper st-ndemess Una (overall budding) 21-0k5l 1 9.7 W a%w&, j... 2L,S, -�-- A 2b Compression in Beam Elements (elarnan( In uniform compression), gross section: Isec-3-4.16Fear non. Ided ;,;Idod 003 b1i 8.0 S.'erld.messfato lowerslendamess rml (overalt budLraq) 32- upper slandemess plrlll. (averal buckung) F.&Fr, - 21.0 1,31 9.0 ksl -.9- . WA . alloinbls stress wl part or crass section wed -affected (sec. .1_2) F, -F.--(F.-F_) A Compression In Boom Elements (alementIn banding In Ownplann), gross section; (sec. 3.4.18 Flat elements supported on both edges) n.nmided welded JOBS Islandamess rado mess lima (overall buckling) bria(averallburkrng). F. & F_- 28.0 lestI 120ks1 jarlowobtasItos - Fr,' NIA stress w/Pad ofero3s sectionweld-affected (sec. 7.1.2) I, =F.-L"-(F.-F_) A Moment (X-axis): 27.034lb-In - ftnt above Stress (X-a4s); fb - t:3 1,51 - 27.084 " J S. I of (a; eve rj9o(2b.20)): Fh - 21.0 ksr -Allowable Terrsta Stress OK, actual $trees, less than Fb - 21.0 ksl CHECK CRITICAL BEAM FOR SHEAR A Allowed Shear Stress: J`V- 12.Oksi Achial Shear Stress.' tv- 0,41ul M tv less Own Fv-12.00 kst A 6) Compression In Beam Elements (elem ntjn uniform comPfessr0n). West; sectlont (sea3.4.15 Fist elements supported on on'? g) norrivefdod %,aided CBS bA. 8,0 jslanderncssjaf�a -Ilowarslandemess Pack (overall buckling) 4W(MendemessiluMovera7bualirtil) F.& F_ Fa,' WA ul. Pen !L -ss e9awahls _. ..I=SSSKtOilwaid-Dfkded(Sn.7.1-21 1 Fs�• = F - _ (F. - Fj A 2c) compression In Beam Elements (element In bending in even plant)• gross; sec . flort: (sea 3.4.1 a Flat elements euppoded on both . W".81ded CBS 35 srendem3s tatto Wnonweldad laiverslandemess W (overall bcldirq) 1,�w**�.Itr upper slentlema ss SM (overall buwng) F. �F_- 2 .0 Jul A alivvabla %brass W1 Part Of C(Oss seGLTOn weld -affected f5ec. TAM - (F, - A ZMAPen W4, N a ; stress (x-ads): m of (2a; sV&age(2b.2Q: in 24.9-3 lo-In - from above fb - 52 its[ - 24,900 lb4n i sx Fb - 8.6 ksl - - RoWable Tenslu Stress OK, actual stroes less than Fb - 8.S8 Just 0-,We 71- W _ id m a_oa.f 0 _- 1,0 L, asmeld GI.-eld M',b- .6&zr to In or, ve t 0-AWaM.W,-rhna nonwattlad warded JOBS , M. 31 11' 2 IMendemem rasa a. 48 'llowerslandamesslimit(overal bucWq) Mrslenderoms UnuoyerallbuckSnii) F, &F_- 12.0 k5l WA 5�1 anfe Stress Pan OfCCOSSSeCItOrtweld-affacted (set 7.I21 Fr,-F.- A(F - F_) Affar,ithre Shear Slress: Fv = so ksJ Actual Shear Stress: f4m 3Aksl OK, fv (ass than Fv-5.00 ksl P- Izt�le 0 Of j & Chan'ffs0 Too 8Z`jt'j�x.="ql 3 C Charm-ls face.to-faca lop beam) C CHANNEL asl.as . r,rd1.� b=2.501n A=Z41 Ins E•1.01E+07 psi Ate„=0.68 in' d = 8.00 In 1x= 14.40 in4 ly= 1.53 614 A-- G 0.15I0' L» 0.17 in Sx=4.78 kP Syr =0.00 by 6,c. = 0.291n rx • 2-44 Li ry - 0.80 in t,,.n = 10.p0 R,:;? (unsuppwded IergN) Dote) length=12.5 fd W'braced knq'h far bend'ug) h19x ((Amen(= 2,087 (b•R,. ;:. (perchannep (loom usual Analysis soMrare) Max Shear-3,t621bs' (perchanaeo(from JsualAnafys(ssohware) CHECK CRITICAL BEAM FOR BENDING ` 1) Allowable Tension SLbss of. On-. -VAI me-.w am wet<gm mou, nay uan lA h of a wA Qv,e'Ga1 mecpurvd;4'n lA N oranecs !a) Tension In Beams; (extreme fiber, net section) O-um d-aee.t4ow tecrszl sec. 3,42 Rectangular tubes, sbuchnal shapes bent around strong axis) Ft=t9_Q,kt,( :_,(nomvekred members and welded member: at loca5on fabler than 1.0 N of a weld) F„ • 9.d jisf.. '�. ', (woor 1.0 in of. .1.) I-. WA (ararrab'a stress vrlpad ofcrosssecionwald•aflacted(sea7,12)) IF,, = F. - A (Fr-Fm) iend;ng I.lomam Q(-axis); 24,996 = from above "emlan Stress a•a:ds): R - 52 ksf = 24.996 Ib•1n I Sx ImYable Tench Stress: Ft-9.0 ksi OK, actual slrees less than Ft- 9.00 kai 1Allowable Compressive Stress Ipbl :a) Compression In Beams (extreme fiber, gross section) sec, 3.4.11 Single web shapes) welded CBS Wry.7 slenderness MUG Ss W-79 "20 `�. , laver slenderness frntt (overall bucking) Sa160 :uppersfmd(overall bowing) Fc8 F„B8 icsl PF •A a9a•NabtaStleaewlPart OfcrossSectionWeld•affected(saC.7.12) F,a,=F - A (F,-F.,) rr= )r4,a Check 1l4" rinat weld barman Top Carrier Connector a. Carder connector plate ELECTRODE 1 1N ssss yi'i:•, n,=1.95 (Safety factor - TAB 3.4.1) L.. = 3.00 ki S. = 0250 In (.ems ` 0.177 in - 0,707 (S.) A-- 0.53 W Shear load V=1,58 kips ' P.,= 3.54 k)psre V.-5.44 kips -F.. L„IN OK, Smother than f AS the Check Anchor Capaciy to Concrete piles . � � l7AnC1xxS per conrac6ort (Fovea 1Q' SS wedge bolt, 3i4' Ertwxd to fe 4,000 psi cone.) V.y- 1,634 lbs peranchor = 4,9031bs TolalperconnecUon T,-2.1201bs per anchor 6,36016s Total per Connection V= L753165.', Requked shearlolal T-TOOi;Regviredie nslan total T + V = SAS OK, less than t, anchors sufriclant to support structure T� V� Check Beam Fasteners for Shear 11 '0 SS 1ftEEDGE BOLT ASTM A304: BEARING ONCRI KCAL MSPOER: FbM = 28.0 ksi 'i:+ i aCawabia beating Suess of supped member (8061-T6 a;urti!num) ' D = 0.625"; .: We dUrnater ? t=0.500•••:'-:'tlikknCss wf CtidC3l meirlh2f "�''`d'• Vt�q_---- S.125lbs atcwabla bea101g at hale SHEAR THROUGHFAS7ENF.R• Fu = 126.0ks( ` uiinia:e tans5a aVergth of bolt Fry=20.4 ksl aaowableshearstressofbch(=O.17xFu) Dbon=0.500` nor nal bah dlameler N = 13 bolt threads per Inch A(r) - 0.129 InA2 thread root area of rod Vscrew=2,636 Ibs a"wiabfa shear through boll (a Fvx Ar) AP.mabfa Shear Throuah Rod, 2,63610s Max actual shear load an mechaNaalconnacton= 5941hs OK. eDowabIQ shear eagaeim greater than max shear load oa rastener F.p,.= WA atnwaNa suasssd padwfaass secUa�weid•a0a.-(seo.7.12) 2c) Comprassion In Beam Elements (ekment In bending In awn plane), gross section: (sea 3.4.18 Flat elements suppwdad on both edges) n0nwetded vralded O85 hA 31.7 slendemass ratio Fr'F.- Going Mornent V-awls): Wing Stress ((-arcs); aisrxan of (23; avera9e(2b,2c)): 191,7S6 lb -In - kom abotx fb=12.9 ksl-101,796 Wn ASx .. Fb =16.0 ksi-Alowable Temea Stress OK, actual stress less than Fb -18.85 ksi Omas..eas -(-and rryal rostennajpan fA li M a wW Q w$dat meratanrANn LO in ofa -ed _ ❑ •rSoswetsa.emiooc. saoiv,a MUG Pr=F•- A A90wabie Shear Stress: FV= S.Oksf Actual Shear Suess: fv= 1.g ksl OK, ry less than Fv=5,00 ksr Check 114" Nfet weld between n.m., ELECTRODE 114 sass L=12.00ln n.=1.85 (Safety factwr-TAB 3.4.1) S, = 0.250 In 0.177 in .0.707(s.) A„ - 2.12 m* Shear load V-623 kips (kom above) F. = 3.54 ktpsrn V.-21.76 kas-F.-LJn_ g 6" ffff ess WO 1 Cali(esNufflaim rV:S c5em 7x 19 SSACIt471CAIS1304 rcreacfi armed essembly, Kke rope goes up and dots» 2 9mes beMean No ossembfy arm brocks, DMng a 2 to I EBra,10, SF=2.DO Safety Factor T,.zy..r= 12,040 - 1505 Ibs 4 x2 T-= 9,00016s Breaking strength per Material CediScallon pmvkled by: (Cent. NT. KTS0176,402) Fortune Rope end Metal Company, Inc 35f Zoo Parkway, Jacksonville FL 32228, Tel 1-Ha 445-5217 dated July 23, 2001 Customer PO No: 1570 Wire rope certiffcatlons avaI2bl9 up90 request to Neptune Beal Lifts, Inc. Tom 9,000 = 45co Ibs OK, (more than required strength) 2 pare- 5 / -PRrint -P-age -1 of I -From: -Shea, -Eric -(Eric.Shea@dep.state.ft.us) To: riggsrobertp@bellsouth.net; Date: Wed, June 22, 2011 8:16:27 AM Cc: Subject: exempt docks -Ki Rob, According -to 403.81-1, Florida -Statute -(attachedy, you do not require a permit or written authorization from the FDEP for the installation of a dock less than a 1,000 square feet in surface area in an artificial waterbody. -Eric-M: -Shea Environmental Manager Submerged Lands and'Efivironmentaf-Resources-Program Florida Department of Environmental Protection Port St. Lucie Branch Office Southeast District (772) 380-1271 If you prefer a -Self -Certification for construction or repair/replacement of an exempt single-family dock, installation of a boatlift, or a noticed general permit for the installation of riprap please go to: www.fidepportal.com The -Deepartment of Environmental -Protection values your feedback as a customer. DEP`Secretary-Herschel T. Vinyard Jr. is.committed.to. continuously assessing and .irnproving.the-level and quality.otsemices.provided to: you: Please rake a -few minutes to commenton -the quality -of service -you-received. Simply click -on this link to the DEP Customer Survey: -Thank you in._advance.for completing.-the.survey.. -http:J/us.mg204.mairyahoo.com/dclfaunch?-.partner=slic&.gx= &.rand=bbuhntShmsu55 .7/6/291-1 403:813 Permits issued at district centers; exceptions.— (1) A permit is not required under this chapter, chapter 373, chapter 61-691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, nothing in this subsection relieves an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or any water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments: (i) The construction of private docks of 1,000 square feet or less of over -water surface area and- seawalls in artificially created waterways where such construction will not violate existing water quality standards, impede navigation, or affect flood control. This exemption does not apply to the construction of vertical seawalls in estuaries or lagoons unless the proposed construction is within an existing manmade canal where the shoreline is currently occupied in whole or part -by vertical seawalls. ;ate AUL Typical Dock cross section (side and top views) MEP T4W W. 1994 BLTMORE ST. #E114 PORT ST. LUCIE, FL 34964 PAUL WELCH, P.E. FLA REG NO 29946 Notes: All f- hn 4 v XZ C-r�in Jeff Felix 10851 S. Ocean Dr. Jensen Beach, FL. 34957 Design & Drawing by: RR Riggs and Son Inc Marine Contractors Date: 6/25/11 2011 Sheet 2 df 2 Man Made Canal Flood/Ebb Water Body Width: 80'+1- y 8�i (;UPI Proposed 10k I�II Neptune boatlift Dock is level with top of seawall cap And is not attached to seawall 11IIIIIII ..... ............................ Existing Seawall 30' PL PL PAUL WELCH INC Proposed Marginal Dock & Boatlift set on angle MECH-ELECT-CAM iW 1W 13ILTMORE ST. #1114 PORT ST. LUCE FL 349" PAUL WELCH, P.E. U MEG NWO 2W Jeff Felix 10851 S. Ocean Dr. Lot 126 Jensen Beach, FL. 34957 -JR Design & Drawing by., RROR Riggs and Son Inc. 214 SE Camino St Port Saint Lucie, FL 34952 772 336 6489 Sheet'l--'-'Of 1 Date: 03116111 ,--""JUN 2 6 2011 — �& ,V FIL PL Man Made Canal F,00dlEbb Water Body Width: 80' +/- 7 t7 Proposed 10k r Neptune boatlift Existing Seawall 30' Proposed Marginal Dock & Boatlift set on angle Dock is level with top of seawall cap And is not attached to seawall PL Jeff Felix Design & Drawing by: RR/DR Sheet 1 of 1 .t Riggs and Son Inc. Date: 03116111 10851 S. Ocean Dr. Lot 126 _ i� 214 SE Camino St Jensen Beach FL. 34957 Port Saint Lucie, FL 34952 ��f" " 772 336 6489 K. `ALUMINUM 4-POST STANDARD BOAT LIFTS BY NEPTUNE BOAT LIFT O J m 0 LL 75 Y. p1.IDDSI 0 �_� _ __ h 9. �A'Itil� �'�il,1Ji\i.1�L1'7,1�' �%nvw'�TD Fop. 11T1�1i1 REVIEW EN' IDAIEn ; : T �I�1ST BE kXPT OR No E�pFECTIO STRUCTURAL NOTES: FRANK L. BENNARDO, P.E. 549 THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDA E WITH THE 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS. ALL CODES 11 REFERENCED HEREIN ARE PER THE LATEST ADOPTED EDITION. VALID FO s ONLZ VALID OMY WITH RAISED ENGI EAI NOTE: THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED w WITH SPEEDS OF 150 MPH (3 SEC GUST) EXPOSURE 'C' WITHOUT A BOAT ON THE LIFT PER O o ASCE 7-05 USING ABOVE GROUND SIGN METHOD. THE LIFTING STRUCTURE INCLUDING BOAT _Z < ¢' 4 HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF 90 MPH (3 SEC GUST); OWNER < W urn,J uj m O RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS OF 90 E WW u, 5 LL 5� u m MPH (3 SECOND GUST). O =� j '� W ULL w 5 N W CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL Z t In $ Z o W CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. fV p 91 mum1-1W J W 9 fn V THIS DETAIL IS PREPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL. N TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE c W — SEASONED WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM ID p a THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS 0 m r� OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF r, N OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. F W m L FF L� Q rn LL ALUMINUM � LL~a MATERIAL: 6061 T6 ALUMINUM p %0 m ALL WELDS ARE MIN. 1/4" FULL FILLET WELD USING 55S6 FILLER ALLOY. ALL WELDING MUST LLI w rmn CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY z N N OTHERS. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM o g z DISSIMILAR METALS TO PREVENT ELECTROLYSIS.a. dLn LJJ O —uj F FASTENERS: z z a ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT a v DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD &!; BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN�� DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED m a HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. I� ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY52 �\ a m X e "KOPPERS BITUMINOUS PAINT" OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mils (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT m FLORIDA BUILDING CODE. ALL WELDS TO BE COVERED WITH ALUMINUM PAINT. VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS 3 l ENGINEERING EXPRESS HAS NOT BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL c m NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON s wo DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. g �, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE COPYRIGHT ENGINEERING WRESS OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS 00-N BL-0002 ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES SCALE: =01 RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PAGE DESCRIPTION: PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO of CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1 3 PLAN VIEW N SCALE 1/2" = V-0" 0 O �J K O I H 2" O 0 o G I I I 1, 2, OR 3 PART LINE I I PER COMPONENT LIST I I E I I I I I I I I ® I I I I I I I I I WOOD PILING OR CONCRETE I I I I PILING (BY OTHERS) I I I I I I I I I i I I p B I I I L-------- ---- —------- ------ —--------J im c J O m SECTION A SCALE 1/2" = 1'-0" LL E m O O O N O 0 r (2) 1/2" DIAM. WEDGE ANCHORS, 3" MIN. EMBED. INTO f'c = [po 4,000 PSI CONCRETE, CENTERED (2) 1/2" DIAM. LAG BOLTS, 4" MIN. PENETRATION, CENTERE CONCRETE PILES BY OTHERS WOOD PILES BY OTHERS 2.51b CCA TREATED WOOD PILE CONCRETE PILE PILE MOUNTING DETAIL SCALE 3/4" = 1'-0" 3/8" 3" II `00.50 I' r -T �/ .i C 1 1/2" ---r- MOUNTING BRACKET DETAIL SCALE 1" = 1'-0" L. BENNARDO, 1 -, fIDFO�ENGI ONLYWIT LL i t0 N en O Oft' LL W Io) j IJi ,�, U < Z `� Lu m X O Z r > U� W LutLy me W o 41 to ¢ �J�3� °WW �c 3 m� 3 p Ly ID W 0 %o o uNi J 1-u lM Ln F-Lu� '" O�Lq aw o co W N o Mce Z o H0g� d oLn W LL N z z 0 O , x � i'l 4al a f m a I' �z o COPYRIGHT ENGINEERING EXPRESS 00-NBL-0002 OF