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Home My WebLink AboutSUBMITTED PAPPERSAOL co ri _BP #:- nP-r1rV1P' FTV%F, ONLY ' I I SECTION E CT'O TOWNSHIP E RANGE MAI? NO. ZONING LAND USE LOT CVG 01 LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP ZRANG 11T FLR ELV l'T FLR ELV MAXHGT CONST TYPE WN 1B OCCUPTYPE MAX OCCUP OF FLRS WATER SEWER sPRRIKLERS STORmWATER LOT OF REC L 901 (befor�e 1/ 0) LO T OF REC (after 0) 1190 =IIEQ LOT SPLIT UIRE D LOT SPLIT LOT SPLr =,ROVFrD APPROVED ADNHNST VARIANCE LIBRARY IMPACTFEE PARKS IMPACT FEE PE F REPORT CODE PUBLIC BLD IMPACT FEE HABITABLE AREA 0 RADON FEE AI& SCHOOL HAPACT FEE GROSS ROAD IMPACT FEE C Y N TOTAL ROAD IMPACT FEE DUE SCHOOL CREDIT N TOTAL SCHOOL IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL ofALL PERMITS FEES REQUIRED REVIEWS ZONING ZONING REVIEET2EDBY PLANS IN EXAMING NWE S C. VEGETATION SEATURTLE MANGROVE DATE ;LFG 11� �3 FILED: PLAN REVIEW FEE: D RECEIPT NO.: PERMITNUMBER: aff 03�� CONCURRENCY FEE RECEIPT NO.: CERT. CAP. NO.: A L I MUST BE COMPLETE & FILLED IN TO BE ACCEM.ED ot-et4 -4-0 PuIM4�� 6"— ' St. Lucie County BuRding and Zoning T42-C ChrL r-)o 2300 Virginia Avenue Ft. Pierm, FL 34982-5652 61S)c nep-avA 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITYMONING COMPLIANCE PROJECT INFORMATION I LOCATION/SITE ADDRESS: -4 6 f5 i 2. S/D NAME-A��V<) SITE PLAN NAME: Pa, 1wi Rrrezes Pub 3. PROPERTY TAX ID#: Q 4 /0— SP C;3i0—'*=— 0060 66dO 4. LEGAL DESCRIPTION (attach extra sheets if necessary): lEblm bcPoyws ( 5. PLAT 6. PAGE 7 8. LOT 35 5.1 NO. 3,� - 3 NO. BOOK E, 9. PARCEL SIZE: ACRES/SQ FT.L5L-j),A0tfLOT DIMENSIONS I e 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Pirrcos+ I-Ir-11 Lel)n 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT: N/M * j%j / A SIDE t,,f ejA SIDE Nf 1h 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [W NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER(SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Pe6reye�ee' Pl-tee-5+ 1-411 14. Sq. FtJCONSTRUCTION:— tv5o t-r- afPn)4 15. Sq. Ft. I at Floor: t110 16. VALUE OF CONSTRUCTION: $ 90 i 000 The value of construction is used to determine 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 it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or mom, a RECORDF.D Notice of Commencement most be submitted with this application. SLCCDV Form No.: 001-02 FOAF P,4(-IAA OWNER INFORMATION NAME: L 5, VVE- ADDRESS: �5,501 CITY: Bq'vooa_�Cc STATE: F I— ZIP 3 PHONI�_(SAYTIME): C56 1) ""': 3 SOPIIC-71R Peen4ewkowrj. eoi IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: - soi-, e A-4 0�ne r- ADDRESS: CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.10ERT #: BUSINESS NAME: — STATE: ZIP ST. LUCIE COUNTY CERT #: J9 It 0)4 15 QUALIFIERSNAME: hovj� Abmm.� ADDRESS: 3301 0400+,w, Gh--J, CITY: 8 4 1, STATE: ZIP 331Y.Xi PHONE (DAYTIME): (SL4 /j 1_1_1 / �3 FAX NO. 56' 1 -, Wq - 022 Of email: 3.5 o P UPP cOee.A�r _53 ARCHIT/ENGINEER: DtA-rg,+e k Pirer s-f -�eckhJa!),e_f ADDRESS: A19U /4)"erjecin r- r ler CITY: Rr-641<51-; Ile STATE: PHONE (DAYTIME): .�cLfq BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: ZIP _3qk)q —492c) STATE: ZIP STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be y2iLed and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory Structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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 THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 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. 1�.�SITIM!210R-SIGNATURE COM%�'RtSr STATE OF FLORIDA COUNTY OF -MAA- 1�eACL The foregoing instrument was acknowledged before me this ' :�A day of — V:,2'ocrA by 1, . w4h is vel _>ti-e -Ah�L� is perSmiall� k .pQ� or who7has produced as identification. �glgnature of Notary Type or Print Name of Notary Commission No. -1) C) L11i �1 , I(eal) 1."q %, STATE OF FLORIDA COUNTY OF ? ctA,A The foregoing instrument was acknowledged C,re me this 20 _�Kt day of A cly by Is Dc 74 IN 0 S orlab 9 known to me or who has produced .9 :2 as identification. 9 'r- 0 i ,cation. t' SieTa-ture of Notary BONNIE SIERRA tJ4 Notary Pubtir - state of Florida Comm�issfori Expires Jun 23..2& ear AlriMfe of Notary Z t conimission#DD444097 a '14 missio landed By National Notary AssrCo n No 'D�� taryAssC mission No. eal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLT THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist r t FLO R I DAENESINEERINr. SOLUTIONS, INc. CERTIFICATE OF AUTHORIZATION NUMBER 26300 PO BOX 123B PHONE: 35Z/5BB-0271 SAN ANTONIO, FLORIDA 33578 FAX: 3S2/saB-131 22 March 17, 2007 Duratek Precast Technologies 2180 American Flyer Way Brooksville, FL 34604 Attn: Forrest Massa RE: Palm Breezes — St. Lucie County, Florida Mr. Massa Per your request, a review of the information provided to me concerning the foundations has been made on the above referenced project. The foundations consists of a 36" diameter augured type filled with 3,000psi concrete supporting posts spaced at 20ft o.c. maximum. The project is located within a 140 MPH wind zone (exposure B) and the maximum wall height is 6ft. The approximate extent of the project is 900 ft of wall. Upon review of the photographs it is apparent that the foundation has been excavated to a minimum depth of 43". Engineering for the above conditions requires a minimum foundation depth of 38.1 ". The reviewer should also note that the precast posts have been cast to the length of the project which means that the precast posts are sized for the specified foundation depth which forces field crews to embed these precast posts to the specified foundation depth to achieve the top of wall elevation. My own involvement with the engineering of Duratek's site wall system has giving me ability to state that — given the above — the minimum 36" diameter x 43" deep foundation is structurally adequate. Please contact me if I can be of further assistance. Respectfully, John A. Hoy, P.E. FL. Reg. No. 55312 Attachments: E-mail & Pictures of Duratek Posts for Grand Preserve 1-5 Copy: File Kodak HTML Emai I Page I of 5 John Hoy From: Forrest Massa (forrest@duratek.net] Sent: Wednesday, March 07, 2007 2:59 PM To: 'John Hoy' Subject: FW: Palm breezes footer pics. John: Attached are footer pictures for the referenced project. We only installed 900 Lf of 6' wall. iProject located in Ft. Pierce, St. Lucie county Exposure "B" 140 mph footer depth of 28". Permit# SLC 0611 - 0305 We used 106" long posts therefore the footers were 34" deep which you can see somewhat from the pictures. As usual the inspector never came to the project after calling for inspections. Could you please provide a letter for the project approving the footer depths. I appreciate your assistance. Please call w/ any questions. Forrest Massa Vice Director of Operations Duratek Precast Technologies 2180 American Flyer Way Brooksville, F1 34604 Office: 352-796-5944 Fax: 352-796-5933 Toll Free: 800-754-3641 From: seanp@duratek.net [mailto:seanp@duratek.net] Sent: Wednesday, March 07, 2007 1:52 PM To: forrest@duratek.net; scottp@duratek.net; shaunb@duratek.net Subject: Palm breezes footer pics. Here are the pics you asked for Forrest. I also sent them to Scott and Shawn. Hope you get them this time. Get Kodak prints of this picture, and all your other favorites, at Www.kodakgpljeN o �q__M! 3/17/2007 Kodak HTML Email Page 2 of 5 3/17/2007 Kodak HTML Email Page 3 of 5 3/17/2007 Kodak HTML Email. Pa,-e 4 of 5 How to save a picture Simpty rjuht-dick oil It, i1hell "Sive Irrone As...' Free Software! (Mic users: drag the plMro. to Your desktop.) Get 20 Free 3/17/2007 Kodak HTML Email Page 5 of 5 Organizo, print, and share vour 'o digital photos using FREE' K d a k EasyShare softlivare, Download the softwa re Kodak FaslY 1: jhca rc,, ,� -qw Prints Get started for free at kodakgallery,corn and we'll give you 20 free prints (new members only). Plus, create photo mugs, books, cards, and more! ..2./17/2007 ( '� -03 ' I DW 131�' -.Bpi 1111 I D ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, thynder/s�2% am the owner of the followiM described property: 5_ -OCXX3/ , 600c� C44-7- (Tax M/Legal descAption/Address) for which I have applied to St. Lucie County for a Final Dg�velopment Permit. In accepting this Final Development Permit, BP Number. 6 3 a5viacknowledge that as owner of the above described property, and in accordance with Section 7.04.010)), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. �ENTEX PurAF-S eff 276>_� Property Owner Name . Property O�elr Signature Date STATE OF FLORIDA, COUNTY OF PALtA '& Au4 METHIS C1 DAY OF N,� 2CIO� By Upmin 1\AfzPkms WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED S IDENTIFICATION. NOTARY PUBLIC -STATE OF FLOPdDA Jennifer Balton r SIONAT OFNOTARY TYPE OR PRINWE (�Wi�00V. 15, 2008 Bonded Thn Atlantic Bonding Co., Inc. (SEAL) NOTARYPUBLIC TITLE OMMISSION NUMBER t - DARD OF COUNTY COMMISSIONERS February 27, 2006 Mr. Jay Huebner, P.B. HSQ Group, Inc. 14000 Military Trail, Suite 103 Delray Beach, FL 33484 RE: Storrawater Permit Modification Palm Breezes Club Dear Mr. Huebner: PUBLIC WORKS CODE COMPLIANCE DIVISION The Stormwater Permit Modification is hereby approved conditioned upon receipt of a SFWI�M ERP modification. Upon completion of the project and prior to requesting a Final Paving and Drainage Inspection, please submit three (3) copies of signed and sealed record plans with a signed and sealed letter of completion from the project engineer. The plans must depict at a minimum the location and finished grades of all buildings and paving, critical spot elevations, pavement marldngs, traffic signage, the location, type, size, material and inverts of all drainage structure improvements and the location of any stormwater management facilities. Please be advised, operators of construction activities that propose to clear, excavate or fill 1.0 acre of laud or more over the life of the project are required to obtain coverage under the Florida Department of Environmental Protection's National Pollutant Discharge Elicaination System "Generic Permit for Stormwater Discharge from Large and Small Construction Activities" prior to any construction activity on site. A copy of the Notice of Intent to file for coverage under this permit must be submitted to this office as required to discharge to the County's Municipal Separate Storm Sewer System (MS4). A Stormwater Pollution Prevention Plan must be developed and implemented to be- in compliance with the permit. Elements of a SVYTPP include Best Management Practices that will be utilized to minimize soil erosion and sedimentation from degrading the water quality of downstream water bodies. For more information, please contact the FDEP NPDES Stornawater Section. If you have any questions or concerns regarding this matter, please do not hesitate to contact me directly at (772) 462-3755. Sincerely, Christopher Lestra P.E. Agssistant Code Compil tnce Manager Deputy Building Official J05EPH E - ITA161sirricrA. 1 e DOUG COYARD ADPIspigr 5%omwatcr emuts'Stomwater ermf a�qgWVAU FRANNIE HUTCHINSON. Disrrlcr No. 4 - CHRIS CRAFF, Districr No. 5 O�d�iA. LEWIS. District No. 3 nisrforor - Douglas M. Anderson 2300 Virginia Avenue 0 Ft. Pierce, FL 34982 Permitting and Zoning: (772) 462-1553 FAX (772) 462-1735 Contractor Licensing: (772) 462-1672 - Code Enforcement (772) 462-1571 - Inspections: (772) 462-2165 Fax: (772) 462-1148 www.co.st-lucieAus ab 04,05 10:57a May. N. zm 11:41sm LW rtK & itxrhmu S/ Val zoon & U- 724r,2z----- BOARD OF COUNTY COMMISSIONERS bby4, 2U05 Mr. Rich Ladyko, NE Culpepper & Tctpecing, Inc. 2980 SoLmh 2-'$?Strccf FL Pierct, FL 3d98 I R& Applicadmi for Storzmwam Pcirnir Palm Bremos Club Dear WWL P . 2 No-5803 P. 2/2 P"UE 211181 The Storimmer Parrittit Application for the above referemcd prclea is hereby approved. APPm%-J is conditioned upon receipt of in approwd County D6vemy Permit for lbo cormection propoWA It OrMe Avenue - Upon counii1crion of ft project zndydorto vaquestizig & F.mal Pkiring arid Drainage Inspection. pleasc.subAt three (3) copies of signed and scaled record plans with asigned and m4ed leixer of 00ropleli(313 6roM ft project cnginea. The plans must depict at a miniumm the location itind Usbod rixdcs of all buildings and pailing. cridcal spot *vadons. pavema nwEngs, traffic zig"Ce. the locaLtiou, iqpc� site. matcCial and invom of OR dra7Wsge stmci:ore improvetowto and (be location of any stomwater rnmeemen(facilillcm ?law be ad"ged. operatoa of corotractkut activilks 9= propose go clear, Wavam or fa 1.0 2cm of l=W Or roct over dic Uk of the pziDjr= am required to obtm;n coverage andex ft Florida Depart mint of Environmental FW=dW.s Metal FbIlutant Disch&W Fliminasim Sysem -Genedc'Pmuk for Stomwater Discluirge fi= Larre md S=U Cousnuedon Actividee' Oar to =y coostruction activity an Ate. A copy of tho Notice of Intent to file for covmv tander fts petwilt rmit be submitted to 11iii office 23 Fequir�d to dischargp to [be CounYs Municipal Scpmlc Mom Sewer SyjKcm 04SA)� A Stornmulater Poilutica Prevention Plan FIME be doilakyped and iropkammed to be in coRnplimm widt the permit Ecirients of a SWPPP include Best Manageme.t Pmcdcex ftc vnif Im u4lized to aginimize o6l omion aid actfirnmrstift fSom depading tho Witt" qu2ft of downimeam water "m For more infanixtion. pkm coama ft PO NPDES StormwRter Section. If you haLve any questions or concems regarding thiS rn=M pk&-'-' do riot hesitate to contact nit di=dy at g72) 462-3755. Sincerely, 99 DL"It pia. 3 . MAdNIE MCNIMON. 0�0 No. A CK1115 CILLIT. Db� No, 3; 2300 VirgInio Avenue - Ff. Pieme, FL 982 Permining and Zoning: (772)462-1553 FAX(7��2)452-i7 CGnftWCf EJC;eA-Vng: (772) 46,2-1672 * Code- Enfo(G-rnenr (772) 462-1571 - Ins N07kf 4W 165] roX; (772) 462-1148 �.ms�[Lweji.ui B 13Y. y— Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:ilstiuciero.gov/co Date: 19 January 2007 Job Address: PALM BREEZES S/D PROJECT Received BY: dpelton Paid With: CK PaidBy: CENTEXHOMES Building Receipt Sign: Receipt #: 0000050091 'ermitNumber: SLC- 0611-0305 Amoumt: $740.00 :redit Card Number: CheckNumber: 1123 EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE it 2929066 OR � '�:2658 PAGE 235, Recorded 09/15/200, ' 12:40 PM NOTICE OF COMMENCEMENT Permit No. Property Tax ID Nod'�:�— State of Flo��ida County of — ---600t) 1— 0000 The Undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description ofpraperty General description of . ........ ... ........ . . . improvements Morningside �aka Palin'bree—zes) pre,nall;Wull Owner CENTEX Huxts d-7 Address 3301 QUANTUM BLVD., I ST FLOOR, BOYNTON BEACH, Fl, 33426 Owner's int .... I in site orloopmvement OV�NER Fee Simple Title holder (ifother than owner) n/a Contractor CENTEX HOMES Addr... 3301 Quantum Blvd. Ist Fl. Boynton Bch. FL 33426 Surety n1a Address ala Amount offlond n/a Lender n/a ... n1a phom,ft 561-536-1139 Fm,# 561-364-0229 phone 4 Fa. 9 — Phone4 Fax#— Personswithin theState OfFl.rida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (a) 7., Florida Statues: Name Mike Reynolds Plumeo 561-536-1000 Add.... 3301 QuantumBlvd. Ist Ft. Boynton Bch. FL 33426 F.# 5-61--364-0229 In addition to himself, owner designates Phone#— Fa%N to receive a copy ofthe Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date ofootice of cOmmcncement is one year from the date of recording unless a different date Is specified. Uwner Sigftture State Of Florida, County of---;& I svt Q0A Acknowledged before me this % \ , day of—a2j0—jEAALIX-20CCq_, by. )�Na I j;C) who is personally know. to me orwhDb.1 produced as id..tificmi.n. 31e-,P 12 A ,g are of 0 or" Type or Print Name of Notary (Seat) Title: Notary Public Commission Number J>L'� 4(4 yil)C� 9NE STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFYTHATTHIS ISA TRUEANq'r.O ORIGI W \ NCTCOPYOFTHE Date: Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Centex Homes Record: I of 1 <<Prov Next >> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: Palm Breezes Or Parcell!D: 2310-500-0001-000-0 -� Secrrown/Range: 10:35S:39E Acoount#: 166204 Map ID: 23/10N Land Use: UNCLSFD ACRG 60, Zoning: City/Cnty: ST. LUCIE COUNTY Ownership and Mailing Legal Description Owner. Centex Homes PALM BREEZES CLUB (PB 49-32) TRACT 1 (43.658 AC) (OR 2324- Address: 8198 Jog Rd Ste 200 2712) Boynton Beach FL 33437 Sales Information Assessment Final Total Land and Building Date Price Code Deed Book/Page 2006 Val: 3318000 Land Value: 3318000 Acres: 43.66 8/1/2005 13000000 02 WD 2324/2712 Assessed: 3318000 Building Value: 0 5/2012004 2910000 02 WID 1973/1499 Ag.Credit: 0 Finished Area: 0 SqFt Exempt: 0 Taxable: 3318000 Totarrax: 66427.02 NO Sketch Available Exterior Features View: ExtType: Grade: StoryHght'. - Interior Features BedRooms: 0 FullBath: 0 1/2Bath: 0 %A/C: 0 Special Features and Yard Items Type Y/S City. Units BUILDING INFORMATION RoofCover. YearBIt: EffYrBIt: No.Units: Elechic: HeatType: HeatFuel: %Heated: Qual. Cond. YrBlt. No, Image Available RoofStruct: Frame: PrimeWall: SecWall: PrmIntWa1l: AvgHtIFI: - Prm.Flors: - 0 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 9900-UNCLSFD ACRG 535 -Acres 43.658 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=231050000010000 11/21/2006 RESIDENTIALIC0,UMERCIAL BUILDING PERMIT CHECKLIST Lite L""'a". CRO37—win-ar-1-TT Ljr(,LC Permit Number: Lechnician. General. Application completely filled out with nota . rized signatures Sub Summary List with contractors' names and county & state certification numbers F--�Yes Yes r-. [- No No r NIA N/A Sub Agreements with original signatures Owner Builder Affidavit Owner Builder Electric Affidavit Filled Land Affidavit Qeo,or recorded warranty deed Recorded Notice of Commencement Utility Agreement or Payment Receipt Vegetation Removal Permit Non Conforming Lot of Record r- r r -P-1 17- r7 Yes Yes Yes Yes Yes Yes Yes Yes Yes r-. 17 r- l77 r- r r No No No No No No No No No r r- r7 r- N/A NIA NIA N/A NIA NIA NIA NIA NIA Complete set of plans with engineer/architect I raised seal Truss plans reviewed and approved by engineerlarchitect Landscaping and parking plan 3 Copies of approved site plans 2 Scaled surveys or plot plans with dimensions, finished floor elevation and setbacks r-k�l 171 r r- rL Yes Yes Yes Yes Yes r. r-, F r- r-. No No. No No No r-* r-. r r- r N/A N/A N/A NIA NIA Health Department approval stamped on survey and floor plan Health Department food establishment permit stamp on floor plan Manual J or Manual N calculations Signed Energy Calculations Sealed Wind Load Compliance Certification Product Review Affidavit r r- Yes Yes Yes Yes Yes Yes r r- r- r- r- r- No No No No No No r f- N/A N/A NIA N/A N/A N/A Page I of 2 RESIDENTIALICOMAJER CIA L BUILDING PERMIT CHECKLIST Site Location: I Permit Numher: I . . , 7 Technician: I '. Other: Health Department permit paperwork r Yes No r- N/A CD for Fire Department if commercial or multi -family r7_ Yes 1`7 No r- NIA DEP, SFWMD or Army Corp of Engineers F. Yes r.. 'No r.. N/A Pool Barrier Affidavit Yes r No r N/A Ground sign landscape affidavit Yes 1`7 No r- N/A Bum rate for sign cabinets 1`7 Yes No r NIA RVandMobile Home Tie Down Only (2 copies): Permit Worksheet (Tie -down diagram) r Yes No NIA Manufacturer set-up and installation manual r Yes f No r NIA Manufacturer blocking diagrams Yes I- No r- N/A Signed penetrometer test 0 copy) Yes r. No NIA Stair details [77. Yes 177. No NIA Mobile home inspection report for.relocation 7 Yes 17, No r... NIA Copy of Title �or relocation E-1 Yes r._-. No r. NIA Class A approval from Growth Management Yes r. No I . N/A Commenti.- Liu Name: Sijenature: Lsed Clear Form Pape 2 of 2 ST LUCIE COUNTY BOARDOFCOUNTY (�;ec:c:),,,A (-e I q PUBLIC WORKS COMMISSIONERS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462�-1553 DATE: � AQ / c):j NO. OF PAGES INCL. COVER: � 1 9 TO: C-ecNtek ATTN m 1-1— -03 1 Wo "M SENDER: L 'dj, PHONE #: Qj CO -5bi 4 - 0 ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE: I �o 5 t 06 NO. OF PAGES INCL. COVER: TO: (:�q �c AAcrnes RE: L->6u- Pt>05 SENDER: PHONE #; Lk2- 151tK 4V Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FIL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page I http*llstlucieco.gov/ce Address: WINDRIFT CIR PROJECT Unit # : PROJECT City / State / Zip: FPR Parcel #: 2310-500-0001-000/0 Zoning: PUD APPLICATION INFORMATION Permit Number: 0611-0305 Activity Type: Other Permit Type: Commercial Foundation Contractor Name: DAVID ABRAMS Business Name: CENTEX HOMES Business Addr: 3301 QUANTUM BLVD City / State / Zip: Review Typ Status Front Counter Review Complete Supervisor Review Pending Owner(s): CENTEX HOMES FL 34945 Jurisdiction: St. Lucie County Lot #: Block: Application Type: Building Permit w/o subs OtherActivity: PRE-CASTWALL Stories: 1 Automatic Sprinkler System? D BOYNTON,FL Fax Number 561-536-1070 Reviewed By Data Started Date Complat Date Released Audrey Humphrey 11/21/2006 11/21/2006 Zoning Review Pending Lydia Galbraith 12tO8t2OO6 12/08/2006 1 Comment WE NEEDTO KNOWTHE HEIGHT OF THEWALL. 12108/2006 2 Comment MISSING FILLED LANDS AFFIDAVIT, YOU CAN BRING THIS IN WHEN THE PERMIT IS READY FOR PICKUP TRANSMISSION VERIFICATION REPORT TIME 01/09/2007 11:15 NAME FAX TEL SER.0 BROH5J320634 DATEJIME 01/09 11:15 FAX NO./NAME 815613640229 DURATION 00:00:37 PAGE(S) 03 RESULT OK MODE STANDARD ECM ST LUCIE COUNTY BOARD OF COUNTY I I COMMISSIONERS re-p LLe5t PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #4 (772) 462 2522 PHONE #: (772) 462-1553 DATE! NO- OF PAGES INCL. COVER: ATTN- SENDER: PHONE TRANSMISSION VERIFICATION REPORT TIME : 12/08/2006 14:5e NAME : FAX TEL SER.0 BROH5J320634 DATE,TIME 12/08 14:49 FAX NO./NAME 615613640229 DURATION 00:00:27 PAGE(S) 62 RESULT OK MODE STANDARD ECM ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS 5bi-bb4-o��)q PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #. (772) 462-1553 DAT9- I --o 8 1 ob — NO. OF PAGES INCL. COVER-.— a TO: (7jalt�e)c JHcrnocs ATTN: SENDER: PHONE #; l4b2-15tP5 Comm UtNILA HUMt�D LHND DEPTVP 561 364 0229 P.01 �4 W� NT-011A I ILJW��l LAND DEVELOPMENT DEPARTMENT 3301 Quantum Blvd., 1 5t Floor Boynton Beach, FL 33426 FACSIMILE TRANSMITTAL SHEET TO: FROM: Lydia Galbraith Jim Sopher COMPANY: DATE: St. Lucie County 1/9/07 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING'15"kj�:.�., 772-462-2522 3 PHONE NUMBER: PHONE NUMBER: (561)536-1139 RE: FAX NUMBER: Momingside Precast Wall (561)364-0229 0611-0305 URGENT 0 FOR REVIEW 13PLEASECOMMENT C] PLEASE REPLY� E LE NOTES/COMMENTS: Hi Lydia, Thewallwillbe 611 in height in accordance with the siteplan. I wiU be sending the FiUed Lands Affidavit to you this week Thank you, Jim Sopher Amenity Manager Centex Homes —77Z — 31—/ 3—/6 c/7 �zo.,a, Al rp 'Tf: DURATf: P f:i AS/ ce L" The Edge in Perimeter Walls Precast Site Wall System Drawings & Details GENERALNOTES CODES AND STANDARDS STRUCTURAL DESIGN BASED ON THE 2004 FLORIDA BUILDING CODE (FBC) MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 DESIGN WIND LOADS BASED ON ASCE-7 IMPORTANCE FACTOR 1=0.77 EXPOSURE-B SOIL ASSUMED MINIMUM SOIL WEIGHT OF 1120 PCF ASSUMED MINIMUM SATURATED SOIL WEIGHT OF 60 PCF ASSUMED SOIL FRICTION ANGLE OF 30- GC SHALL EVALUATE THE EXISTING SOIL CONDITIONS AND DETERMINE THE PROPER DRILLED SHAFT FOUNDATION DEPTH. THE ENGINEERING CONTAINED WITHIN THESE PLANS PERTAIN TO TYPICAL CONDITIONS FOUND WITHIN FLORIDA SOILS. DRILLED SHAFTS ENCROCHING INTO THE WATER TABLE SHALL USE THE ENGINEERING CONTAINED WITHIN THESE PLANS AS FOUNDATIONS WITHIN THE WATER TABLE. ALL FILL TO BE MECHANICALLY COMPACTED REINFORCING STEEL DEFORMED REINFORCING BARS PER ASTM A615 GRADE 60. WELDED WIRE FABRIC PER ASTM At 85 - MINIMUM LAP OF TWO SQUARES. REFERENCE THE REINFORCEMENT DATA TABLE I N THIES E PLANS FOR ADDIT 10 NAL DETAILS AND INFORMATION. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CAST -IN -PLACE CONCRETE F'�-3000psi MINIMUM 28 DAY COMPRESSIVE STRENGTH OF PRECAST ELEMENTS F'�5000psi CEMENT PER ASTM C-150 TYPE 1 NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM C33. MAXIMUM AGGREGATE SIZE OF'/" PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. NO ADMIXTURE SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN ACCORDANCE WITH ASTM C494 AND ASTM C1 57. MINIMUM CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS: FOOTINGS 3- PRECAST COLUMNS 1-112* PRECAST WALLS 3/4' DISCHARGE OF THE CONCRETE SHALL BE COMPLETED WITHIN 1-1/2 HOURS OR BEFORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, AFTER THE INTRODUCTION OF THE MIXING WATER TOTHE CEMENT AND AGGREGATES OR THE INTRODUCTIONCIFTHE CEMENT TO THE AGGREGATES. WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY ENGINEER: FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1233 - San Antonio, FL 33576 Ph: 352/588-0271 Fx:35215BM122 CHECK WITH LOCAL GOVERNMENTS FOR WIND SPEED CONTOUR LINE LOCATIONS ST UJCIE COUNN EVIEW PL R E7W Z R !.- 0 BLDG: DATE: ELEC: DATE: PLUMB: DATE: MECH: DATE. To the best of my knowledge, these drawings cenftxm to the structural - requirements of the 20041LFItoli Code. a U E. N January d LOCIES E n A. Hoy. P.E. - Florida Uomse Number 55312 Corporate Office Location: 2180 Amedcan Flyer Way Brooksville, FL 34604-6829 seal and original signature of the Engineer is valid far a , maximum of one year from the above date. I Toll Free: 8001754-3641 Ph: 3521796-5944 Fx.* 3521796-5933 Website: www.duratek.nat SITE WALL DETAILS DWG BY: JAH 1 OF 5 ,DATE: 01/03/06 KIZIN — 20'-0" —1, WALL PANEL DETAILS W b0z SEE DRAWING NO. 3 LINE POST DETAILc SEE DRAW11 IS DRILLED SHAFT FOUNDATION L J L J SEE DRAWING NO. 5 L J TYPICAL WALL PANEL ELEVATION - 6FT, & 8FT PANELS SCALE: N.T.S. A' 20'-0" 20'-0" I'll OPTIONAL CAP 9 '0 N. 'HE DURATEK SYSTEM )TILIZES A COMBINATION OF ft, 6ft, & 8ft PANELS TO kCHIEVE UP TO A 16'-0" )ESIRED WALL HEIGHT. TYPICAL STACK WALL PANEL ELEVATION - UP TO 16FT HEIGHT SCALE: N.T-S. If 20'-0" 20'-0" TYPICAL STEPPED WALL PANEL ELEVATION SCALE: N.T.S, FLORIDA ENGINEERING SOLUTIONS, iNC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph: 352/588-0271 Fx: 352/588-0122 To Me best of my knowledge, these drawings contemn to the structural requirements of the 2004 Florida Building Code. seal and original signature of the Engineer is valid far a maximum of on. vear from the above date. fell, LINE POST --4 -- - - - - - - - - - - - - - CV, -- -- ;1 �- -- -- -- -- -- -- -- -- -- -- : : ----I I --� -- - - - - - - - - - - - - - WALL PANEL TYPICAL WALL PANEL TO LINE POST DETAIL SCALE: N-T.S- OPTIONAL DECO POST CAP DETAIL SCALE: N.T.S. STANDARD HOOK -T— LAP SPLICE EMBEDMENT (S.H.E.) L ETER REINFORCEMENT DATA TAR[ F BAR SIZE PIN DIA CONCRETE MASONRY H LAL. SpT S.H.E. H LAP SPL. S.H.E #3 2.25 5 21 5.75 6 18 9.25 #4 3.00 6 28 7.50 8 24 12.50 #5 3.75 7 1 36 9.50 10 30 15.50 #6 4.50 11.50 12 36 1850 #7 525 13.501 14 1 42 1 mon gr ka 191TA OCOM PRCCA97 Cotporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 3521796-5944 Fx. 3521796-5933 Website: www.duratek.net 2'-2" SITE WALL DETAILS SCALE: N.T.S DRAWING DWG BY. JAH --20F5 DATE' 01103/06 2-4'- 6" TOP OF PANEL 1 . I 40 U) -i Lu Z 0- 9 9 Zo A36 SMOOTH STEELTACK WELDED TO MAIN REINF. MAIN REINF. TOP & BOTTOM SEE SCHED. 3. 3" 52-'- �Ce) 9 1 4— -A, 7" TYPICAL 2FT BASE PANEL SECTION SCALE; N.T.S. 9 Zo 0 �1" '104 00 9 (D BOTTOM OF PANEL TYPICAL 6FT & 8FT PANEL SECTION SCALE:N.T.S. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph: 3521588-0271 Fx: 3521588-0122 PANEL REINFORCING SCHEDULE Duratek Wall Panels Wind Speed (mph) 1 110-146 2ft Base Panel T-----T op Reinforcing 1 - #4 Rebar Panel Reinf6rcing I - Bottom Reinbrcing I I - #4 Rebar 6ft Wall Panel Top Reinforcing 4 - #4 Rebar Panel Reiinftircing WWR 6x6 - W2.9xW2,9 Bottom Reimbricing 4 - #4 Rebar 8ftWallPanel Top Reinforcing 4 - #4 Rebar Panel Reinibrcing VWVR 6x6 - W2.9xW2.9 I Bottorn Reinforcing 4-#4 44- 4 8 18'-9" PANEL DEFLECTION T Duratek Site Wall Panel Deflecdons (inches) Wind Speed (mph) 110 I 120 I 130 I M I M I 2ft Pan e,1 " Pa 0.028 0.033 0.039 0.045 0.049 rWall I/ 6ft Wall Panel )I Wa 0.184 0.219 0.257 1.050 1.200 .7 1 8 8ftW P If Wall Panel 0.216 1 0.257 1 1.310 1.610 1.790 .All %alues are immediate deflections due to maximum vitind loads during a .hurricane exent. TYPICAL 6FT & 8FT PANEL ELEVATION SCALE: N.T.S. To the best of my knowledge: these drawings conform to the sinxhaal � ' ffPZ requirements of ft 2004 F code. lit -n- _q PACCAS7 TECHNOL00195 EF Hoy, P.E. - Flonds Li�e Number �312 Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 ::�Tel-lsed seal and original signature of the Engineer is Varld for a Toll Free: 800fl54-3641 Ph: 3521796-5944 Fx. 3521796-5933 Website: www.duratek.net maximem of one year from the abo�e date. 41'i- SITE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: JAH DATE: 01/03/06 30F5 #3 REBAR TACK WELDED TO MAIN POST REINF. TYP. WERE SHOWN 4 41. 7v 8 '104 -C" V-2- TYPICAL LINE POST FOR ALL WALL HEIGHTS UP TO AND INCLUDING 10FT. TYPICAL LINE POST SECTION. SCALE: N.T.S. V-4-l" TYPICAL 450 LINE POST SECTION SCALE: N.T.S. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph: 352/588-0271 Fx: 352/588-0122 CP" f TYPICAL STACK LINE POST SECTION SCALE: N.T.S. I . V-0" 5. CV 49 —AC*1 V-2- TYPICAL END LINE POST SECTION SCALE: N.T.S. To Me best of my knowledge, these dravAngs conform to the structural requirements of the 2004 Florida Building Code. seat and original signature of the Engineer is valid for a maximum of one vs., from the above date. 1 . 2'-0' TYPICAL DECO LINE POST SECTION SCALE: N.T.S. 322 71' —4 TYPICAL CORNER LINE POST SECTION SCALE: N.T.S. LINE POST REINFORCEMENT SCHEDULE Duratek Line Posts Post I Heightj Wind Speed (mph) 110-140 1 w 5ft Line Post - 4 - #4 Rebar 4 - #4 Rebar 8ft Line Post - 4 - #5 Rebar 4 - #5 Reber 10ft Line Post - 4 - #6 Rebar 4 - #7 Rebar Stack Line Post 10ft 6 - #4 Rebar 6 - #4 Reber 12ft 6 - #5 Rebar 6 - #5 Rebar 14ft 6 - #6 Rebar 6 - #6 Rebar 16ft 6 - #6 Rebar 6 - #7 Rebar Deco Line Post 5ft 4 - #5 Reber 4 - #5 Rebar 8ft 4 - #5 Reber 4 - #5 Rebar 45 Degree Line Post 6ft 6 - #4 Rebar 6 - #4 Rebar 8ft 6 - #4 Rebar 6 - #4 Rebar 1011 6 - #5 Rebar 6 - #5 Rebar End Line Post 6ft 4 - #4 Rebar 4 - #4 Rebar 8ft 4 - #4 Rebar 4 - #4 Reber 11011 4 - #5 Rebar 4 - #5 Rebar Comer Line Post 6ft 4 - #4 Reber 4 - #4 Rebar 8ft 4 - #4 Rebar 4 - #4 Rebar 10ft 4 - #5 Rebar 4 - #5 Rebar 3% 19 ra 7 lgj� PArCAST TECHPIGI—.� LL. Corporate Office Location: 2160 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net SITTE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: JAH DATE: 01/03/06 40F %5 Drilled Shaft Foundation Depth (L) (inches) - Out of Water Table Wind Speed (mph) Wall Height 110 1 120 130 140 146 1 16.0 16.0 16.0 16.0 16.0 2 16.0 16.0 16.0 16.0 16.0 3 16.0 16.0 16.0 16.0 16.0 4 16.0 16.0 16.0 16.0 16.0 5 16.0 16.0 16.0 21.6 24.3 6 16.0 16.0 23.4 28.2 30.9 7 16.0 1 23.4 29.1 33.9 36.3 3 222 29.1 34.2 38.4 41.1 9 27.6 33.6 38.4 42.9 45.3 10 31.8 37.5 42.6 46.8 49.5 11 35.7 41.4 46.2 50.7 53.4 12 39.3 44.7 49.8 54.3 57.0 13 42.6 48.0 53.1 57.9 60.6 14 45.6 51.3 56.4 61.2 63.9 15 48.6 54.3 59.4 64.5 67.2 16 51.3 57.0 1 62.4 67�5 70.5 Drilled Shaft Foundation Depth (inches) 75.0- 70.0- ua 65.0- 60.0 -- 55.0-- 50.0 rL 45.0- 40.0- 0 35.0--- 30.0--- //A ziar o 25.0 20.0 15.0 10.0 12345678910111213141516 Wall Height (feet) 6 110 120 130 140 146 1 1 1� 0 the FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 eo Ph: 352/588-0271 Fx: 352/588-0122 F- dravAngs conform to th Florida Buildmg Code. nalsed sea] and original signature of the Engineer is valid for a 'Zimurn of one year from the above date. Drilled Shaft Foundation Depth (L) (inches) - In Water Table Wind Speed (mph) Wall Height 110 120 130 F 140 146 1 1 18.0 1 18.0 18.0 18.0 18.0 2 18.0 18.0 18.0 18.0 18.0 3 1&0 18.0 18.0 18.0 18.0 4 18.0 18.0 18.0 18.0 21.3 5 18.0 18.0 20.1 29.4 33.0 6 18.0 21.6 31.5 38.1 41.4 7 19.2 31.8 39.0 45.0 48.3 8 30.0 38.7 45.3 513 54.6 9 36.6 44.4 51.0 57.0 60.3 10 42.3 49.8 56.1 62A 65.4 11 47.4 54.6 61.2 67.2 70.5 12 51.9 59.1 65.7 71.7 75.3 13 56.1 63.3 69.9 76.2 79.8 14 60.0 67.5 74.1 80.7 84.3 15 63.9 71.1 78.3 84.9 88.5 16 67.5 75.0 82.2 88-8 92.7 Drilled Shaft Foundation Depth (inches) 100.0 95.0 90.0 85.0 W 80.0--- -7 -'0- 75.0--- -_5 70.0--- 65.0- 60.0--- 0 50.0--- 45.0 40.0--- 0 35.0 LL 30.0-- 25.0 20.0 15.0 10.0 12345678910111213141516 Wall Height (feet) 0 110 120 130 140 146 PACCA97 TECP Coiporate Office Location: 21BOAmerican Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 3521796-5944 Fx., 35Z796-5933 Website: www.duratek.net OPTIONAL CAP MIN.' X F- w a. w W co lu < to Z -CD Z) a 9 Lu 0 Lu w 0 RZ 0 LL L T-0"DIAMETER noll I =n QUA� -1 FOUNDATION SITE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: JAH DATE: 01103/06 50F %5