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Home My WebLink AboutELEVATION CERTIFICATE 11-21-13U.S. DEPARTMENT OF HOMELAND SECURITY �\ _EVATION CERTIFICATE I U - O� _� -" FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instrdctions on pages ti v. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION I 0 0,0 W- W, P-0 W. A� � - . �_ Al. Building Owner's Name DANIELA ESPOSITO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 208 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) z� mb� LOT 208, NETTLES ISLAND PROJECT SECTION 2 IV A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) LZ�A 0 r- nn^AA#,s I RESIDENTIAL A5. Latitude/Longitude: Lat. 27*17'12.9" N Long. 80°13'30.8" W Horizontal �atum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNINCORP 120285 ST. LUCIE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111C 0311 J 02/16/2012 Effective/Revised Date -Zone(s) AO, use base flood depth) 02/16/2012 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: _ B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: _ B12. Is the building located in a Coastal Barrier Resources System �BRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: _ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 A04 FLDT Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. f CD a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.12 0 feet ❑ meters 0 b) Top of the next higher floor li ❑ feet ❑ meters N c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑ meters A d) Attached garage (top of slab) N/A., El feet ❑meters W e) Lowest elevation of machinery or equipment servicing the building N/A.. ❑ feet ❑ meters M (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) ' 4.4 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.6 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A.- ❑ feet ❑ meters SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available.. 1324-4.S-W l understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a PLACE ❑ Check here if attachments. licensed land surveyor? 0 Yes ❑ ^ Certifier's Name EARLE R. STARKEY License Number 004459 Title PROFESSIONAL LAND SU OR Company a ACCURIGHT LAND SURVEYING INC. M12/2013 1501 DECKER AV S _State FL ZIP Code 34994 PLS #"69 a ure EA E R. STA Date 11/12/2013 Telephone 772-286-7694 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 - IMPORTANT: In these spaces, copy thi' 'responding information from Section A. Building Street Address (including Apt., Unit, SU,i,a,'and/or Bldg. No.) or P.O. Route and Box No. 208 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments . is - Signature EAMEJL.&TARKEY• ' ' ' Date 11/12/2013 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, entermeters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent'' grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is — _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _._ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor El C2.b in the diagrams) of the building is ❑ feet meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG" E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's, Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ _ ❑ feet ❑ meters Datum _ G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Offrcial's,Name Title Community, IVamg,. Telephone Signature- - •, fr~ Date Comments Check here if attachments. CErCool CRESWEU ENGINEERS & CONSTRUCTORS, INC. 4459 SE Kubin Ave. Stuart, FL 34997 (772) 215-0156 (772) 221-0530 (fax) j kgators(a,bellsouth.net November 12, 2013 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Subject 208ANettIesh �s_ and —Esposito Residence — Piling Installation Inspection To Whom It May Concern, Creswell Engineers and Constructors, Inc. (CECI) is the engineer of record for the Esposito residence. We were notified by the general contractor prior to installation of the pilings for this residence. We have inspected and approve of the processes and installations of the sub -contractor installing the auger cast pilings. Should you have any questions, please do not hesitate to call. Respectfully, ohn H. Creswell, PE #9040940 CECI Cert of Auth #27002 PxC14) �� NOV 1V 4 2013 13 c� 00 2,0 CRESWEU ENGINEERS & CONSTRUCTORS, INC. 4459 SE Kubin Ave. Stuart, FL 34997 (772) 215-0156 (772) 221-0530 (fag) Agatorsna,bellsouth.net November 13, 2013 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Design Criteria for Soil Load Bearing Capacity at,—ttles.1$land (Esposito Residence) and 192 Nettles Island (Bergevin Residence To Whom It May Concern, Creswell Engineers and Constructors, Inc. (CECI) is the engineer of record for the Esposito and Bergevin residences. Exploratory soil tests were performed on both building lots and resulted in nearly identical results. The results showed a high presence of organic material in the soils, which will not support a typical slab on grade foundation. CECI designed both houses to be supported by auger cast piles with concrete beams traversing between the auger piles. All of the loads of the house are transmitted through the beams and into the auger cast piles and not into the soils. The design assumes that there is NO contribution of the soil to react the loads of the house. Succinctly stated: Soil Load Bearing Capacity = 0.00 PSF. Should you have any questions, please do not hesitate to call. Respectfully, John H. Creswell; PE #0040940 CECI Cert of Auth #27002 ' Res r- ,,noel 1-Commercial � BuIll � :�� rffi�� k�� i aT® �� e 1 es vo( Application completely (filled out with Notarized Signatures ........................ Yes 0 No E3 N/A Sub Summary list with contractors' names & coun y& state certfication numbers.. Q'Yes ❑ No Q NIA Sub Agreements with Original Signatures ..................................... . _ ..... j]�Ye~s Q No Q N/A. Owner/ Builder Affidavit ................................................................. ❑ Yes ❑ No Q NIA Owner / Builder Electric Affidavit ........................................................ Filled Land Affidavit....................................................................... _........ GEO or -Recorded . Vharranty:.Deed ............................... Recorded Notice of (.mmmoncerment ............ ......................................... Utility Agreement or Payment Receipt ................................................... Vegetation. Removal Permit .......... I—— ......................... L7� Yes ElNn � N/A I. �J Yes Q No. NIA [ Yes d No NIA CJ .kes :Q No -❑- NIA 0 Yes No M *NIA Mr'Yes No Q NIA Non Conforming Lot of Record................................I.........,............. [j Yes ❑ No �] N/A r. A aas�.. �&c , �. Afaclnna92b ,(3 cook s coMmercial 2 copies resid�n Complete set of plans with Engineer / Architect Raised Seal ..................... E f Yez d No ❑ NIA Truss Plans Reviewed and Approved by Engineer / Architect ........... ...:....... Yes 0 No M N/A Landscaping and Parking Plans ............ .............. ................................... M -Yes d No ❑ N/A. Three (3) copies of Approved Site Flans .............................................. ❑ `Yes M N0 ❑ N/A Two (2) Sealed Surveys or Plot Plans with .Dimensions, Finished Floor ........ Yes Q No ❑ NIA Elevation and Setbacks :........ .............................................................. [ Yes Q N0 ❑ T-41 A Health Department Approval Stamped on Survey and Floor Plan ................ ❑ Yes L3 No Q NIA health Deparu ent Food Establishment Permit Stamp on :Floor Plan............. Q Yes No 0 NIA Manual "Y' or Manual `W' Calculations ......................I......................... 12�yes Q No ❑ NIA Signed Energy Calculations.................................................................. Yes Q No Q NIA Sealed Wind Load Compliance Certification ........................................... DRI'SYes ❑ No Q NIA Product Review Affidavit ................................................................... [YY' I5 M No C] NIA Page x o, f 2