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Home My WebLink AboutDISAPPROVED ELEVATION CERTIFICATEU.S. DEPARTMENT OF HOMELAND SECURITY DL�PP IOC(C. OMB No. 1660-0008 Fderirl Emergency Management Agency Expiration Date. November 30, 2018 National Flood Insurance Program SCANNED ELEVATION CERTIFICATE BY Important: Follow the instructions on pages 1-9. S$ Lucie County Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. BOISCLAIR A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number. Box No. 10701 SOUTH OCEAN DRIVE #847 City State ZIP Code JENSEN BEACH FLORIDA 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 847, HOLIDAY OUT.IN AMERICA SECTION D A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27°16'20.1" Long. 80°12'28.8" Horizontal Datum: ❑ NAD 1927 ' ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 965 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 816 sq in d) Engineered flood openings? ® Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes .® No r` SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name &,Community Number B2. County Name B3. State UNINCORP 120285 _ - ST. LUCIE FLORIDA B4. Map/Panel .85.- Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) t Z, , ` e_ LA Z� t� 11Z Revised Date v i,1��1L ATE- - c� B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 • ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System.(CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: Novembef30, 20�18 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/ r Bldg. No.) or P.O. Route and Box No. Policy Number. 10701 SOUTH OCEAN DRIVE #847 City State ZIP Code Company NAIC Number JENSEN BEACH FLORIDA 34957 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ 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),IVE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1A30, 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 A02 RM2 FDOT I Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the samIl as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.6 ® feet ❑ meters b) Top of the next higher floor I 8.2 ® feet ❑ meters c) Bottom of the lowest horizontal structural member) (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) I N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building ®feet ❑ meters (Describe type of equipment and location in Comments) 4.5 f) Lowest adjacent (finished) grade next to building (LAG) ®feet ❑meters g) Highest adjacent (finished) grade next to building (HAG) 4.6 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ meters feet 4.4 structural support ® 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a lice �I sed land surveyor? ® Yes El No ® Check here if attachments. Certifier's Name License Number 14459 2546-01-01 EARLE R. STARKEY Title PROFESSIONAL LAND SURVEYOR Company Name ACCURIGHT LAND SURVEYING INC. Address 1501 DECKER AVENUE #419 08/28/2018 City State ZIP Code STUART 1 FLORIDA 34994 -PLS #4459 Sig Date Telephone. Ext. 018128/2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if ap� cable=)� A8-D CRAWL SPACE DOOR SYSTEMS MODEL #1632CS�Cl2-E A/C PLATFOR• FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 2 of 6 .r Building Photographs See Instructions for Item A6. For insurance Company Use. Building Street Address (including. Apt., Unk Suite, and/or Bldg. No.) or P.O. Route and Box,No. Policy Number 10701 SOUTH OCEAN DRIVE #847 City State ZIP Code corrtpen�rtdAtc�" JENSEN BEACH FLORIDA 34957 If using the Elevation Certificate, to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all .photographs with: date taken; "Front View" and "Rear View"; and, if required, Tight side View" and "Loft Sidra View. if submittin more photographs. than will. fit• on this page, use the- Continuation Page, following. FRONT 08/28/2019 REAR 08/28/2018 - ({192 ti Stir' y� i d4 jP h•� 3A i'i�y�^wn '•b.' +S µ i 4 , rfPi t a '`' Ed°Idti t d' r qe XL r a gg� r = u v yyyyyy R ,'�. :R. r 3 rt •�, x t `" "2 r _G� vh p��•Y•ir��l'!�t '�ti rt.�')�fi� �t V ��il �, fHrc. ��^^t } t�� y t 4 y, X," /"j,�j �, K{}4 i ��; {pt P C" J'f Y i� ''Nyt aS� "„r� �� ,,,t•, 1, h r ;x �' ,u w«11�y2"+ aztx ma'rvr S� d:�a}) a r r J � +�� ,.F�•�,Ft Mkrx� r,��'�it� {�a1 , a � � �'h', +a�`i^�y,,,M """'^n.... t Gt d,,:;. 1 } H!l kl � f A St•, SIDE 08/28/2018 r v., tv t, t v. t t IA tan Certification of Engineered Flood Openings In accordance with NFIP, FEMA TB 1.08, and ,A.SCE/SEI 24-05 i hereby certify that the Crawl Space Door Systems flood vents 816CS, 12200, 1=CS, 161lics, 1624CS, 1632CS, 2032CS, 2424CS, and 2436CS are designed in accordance with the requirements of the NFIP "Flood Insurance Manual' (2011) to provide automatic equaftatlon of hydrostatic flood forces by allowing for the entry and exit of floodwaters, when properly Installed and sized as set forth below. This certification follows the design requirements and specifications established in FEMA Technical Bulletin 1-08, 'Openings in Foundation Wails and Walls of Enclosures Below Elev~ted Buildings In special Flood Hazard Areas', and the ASCE Standard for "Flood Resistant Design and Construction" (ASCE/SEi 24-05). The actual vent opening measurements were determined. and certified by Mr. Christopher Mark Loney, Mrglnia PE No. 029000. Calculations are based. an the spreadsheet formulas, and "Review of certification of Engineered Flood Openings, dated January 16, 201r prepared by Dr. Georg Reichard, Associate Professor of Building Constructlon, Virginla Tech. Design Characteristics Section 2.9.2.2 of ASCE 24 provides an equation to determine the required net area of engineered openings (A) for a given new area (Q. This equation is based an the hydraulic formula for the flow rate across sharp edged orifices. I have utilized this equation to calculate 1) the respected flow rate through the individual openings between louvers; 2) the flow rate through the main frame opening In case the louver is blown out during a flood event; and 3) the flow rate of water flowing through louver blades following hydraulic short tube theory. The ultimate maximum total enclosed area (A.) that can be serviced by a single vent has then been determined by utilizingthe lowest flow rate of the three assessed scenarios for each vent and is listed In Table 1. These values are based on the following assumptions: • In absence of reliable data, the rates of rise and fall have been assumed with 5 feet/hour, • The (maximum) difference between the exterior and Interior floodwater levels has been assumed with 1 foot during base flood conditions; • A factor of safety of S has been assumed, which Is consistent with design practices related to protection of life and property; • The net area of openings (A j as provided by the manufacturer. iatstailation Requirements and Limitations This certification will be voided if the following Installation ") Model H x W [in] A. linli As ICI ❑ 816CS 8 x 16 106 205 Q MOCS 12 x 20 237 Soo O 1232CS 12 x 32 306 645 0 1626CS 16is16 1" 395 13 1624CS 16 x 24 312 670 1632CS 16 x 32 408 835 ❑ 2032Cs 20 x 32 63D 1240 D 2424CS 24 x 2;4 570 1238 ❑ 2436CS 241c35 852 1765 requirements and Ilmitadons are not enforced:. Table 1 Maximum total enclosed area (Aa that can he • There shall be a minimum of two openings on different sides of served by each IndividuaE model based on the each enclosed area; given net area of engineered openings (A.) • Tne bottom of each required opening shall be no more than lit aaove the adjacent ground level; • No temporary (e.g. during cold weather) or permanent solid cover may be placed Into or over the flood vent that would block the automatic entry or exit of floodwaters at any time. • where analysis indicates rates of rise and fall greater than 5 ft/hr, the total enclosed area as given in Table 1 shall be reduced accordingly to account for the higher rates of rise and fall. Certifying Desien Professioual _.�llliilh.. Namr, Title Steve A. Cteci, President, Gad & Associates Engineers, Inc. ;iffy � • Gt(+r/�� Address 2950 N 12`4 Avenue, Pensacbla,.FL 32503 Ucense Florida Professional Engineer, LI o.33658 Slgnd"Ire Identification of the Building and Installed Flood'Vents (By Others) l ;AYIV& ;'1i%`- The flood vent models marked in Table 1*f are being installed at the following building: Bugdmg Address