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Home My WebLink AboutELEVATION CERTIFICATE 8-28-18U,S. DEPARTMENT OF HOMELAND SECURITY ��® �CZ C3 Federai Emergency Management Agency �� National Flood Insurance. Program ELEVAl'i0'�CERTIFICATE Important: Follow the instructions on pages 1-9. i OMB. No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, 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) Tctal net area_of flood openings in A9.b N/A sq in d) Engineered flodd: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 FLORIDA B4. Map/Panel Number '85. Suffix 86. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) t Z- t k k G J V Zi �lC,� Az- Revised Date —7e. LA 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 rrRAA HVIA Form 086-0-33 (/r95) Replaces all previous editions. Form Page 1 01/ NATION CERTIFICATE\ OMB No. 1660-0008. Expiration Date: November,30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or 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 requir d 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/AIA30, 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 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: that used for the BFF-. Datum used for building elevations must be the'same as \ Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.6 ® feet ❑ meters 8.2 ® feet ❑ meters b} Top of the next higher floor c) Bottom of the lowest horizontal structural membe (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) \ N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.0 ® feet ❑ meters (Describe type of equipment and location in Comments) 4.5 fl Lowest adjacent (finished) grade next to building (LAG) ®feet ❑meters 4.6 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 4.4 ® feet ❑ meters 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. my best efforts to interpret the data available. I understand that any false 1 certify that the information on this Certificate represents statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑ No ® Check here if attachments. Certifier's Name License Number 2546-01-01 EARLE R. STARKEY 4459 Title \ PROFESSIONAL LAND SURVEYOR Company Name \ ACCURIGHT LAND SURVEYING INC. Address \ 1501 DECKER AVENUE #419 P Code 08/28/2018 City State 14994 STUART FLORIDA PLS #4459 Sig Date Telephone. Ext. 08/28/2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official,\�,2) insurance agenticompany, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) \ - E DOOR SYSTEMS MODEL #1632CS C2-E A/C PLATFORM A8D CRAWL SPACE Form Page 2 of _u .. � cr7itinnc FEMA Form 086-0-33 (7115) .Building Photographs See Instructions for Item A6. For Insurance' Company Use: Building Street Address (including Apt., Unit, Suite; and/or Bldg. No) or P.Q. Route and Box No. Policy Number 10701 SOUTH OCEAN DRIVE #847 City State ZIP Code JENSEN BEACH FLORIDA 34957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two wilding photographs below according to the instructions for Item A6. Identify ail ,photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submittin more photographs, than will fit on this page, use the Con#inuabon Page, following. FRONT 08/28/201g REAR 08/28/2018 h� S �� i��y..�-.vy i��, 5 �hE S�E r^Y ��l��i'� MS, e �'bF � E f ^ - ✓, ��` �dr ( 7 hi Z yt•" �tf ,� yoPt � q�l y i w �rfp d 4 Far § Sk r 1, a } y ti,��,. �""`� �1• 3c N �r .!y y p+' d it �" F i t r � - r r a u" { i c '? 1 (� � + ai r� a+�".�,, .. �,,,.r^r-.•.�" j k r t 7 �•p 5 k III �( N S 1 z•SU7i i P � �- �y SIDE 08/28/2018 r if61iv1 1 rv.rr rn ran rum ' r Certification of Engineered Flood Openings In accordance with NFIP, FEMA TB 1.08, and ASCE/SE[ 24-05 I hereby certify that the Crawl Space Door Systems flood vents 816CS,12200,1MCS,1616CS,1624CS,1632CS, 2032CS, 2424CS, and 2436CS are designed in accordance with the requirements of the NFiP "Flood insurance Manual' (2011) to provide automatic equabatlan of hydrostatic flood forces by aitowing for the entry and exit of floodwaters, when properly lnsta[led and sired 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 Elected Buildings in Special Flood Hazard Areas", and the ASCE Standard for "Flood Resistant Design and Construction" (ASCE/SEi 2405). The actual vent opening measurements were determined and certified by Mr. Christopher Mark Loney, Virginia PE No. 029000. Calculations are based on the spreadsheet formulas, and 'Review of certification of Engineered Flood Openings, dated January 16, 2012" prepared by Dr. Georg Reichard, Associate Professor of Building Construction, Virginia Tech. Design Characteristics Section 2.6.2.2 of ASCE 24 provides an equation to determine the required net area of engineered openings (A,j fora given gndosed A (Q. This equation is based on 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 lower 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 utilizing the 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 5 has been assumed, which is consistent with design practices related to protection of life and property; • The net area oftpenings (A,) as provided by the manufacturer. Installation Requirements and Limitations This certification will be voided If the foliowing Installation •j Mode! H x W [in] A. fln'l A■ [ft=1 El 816CS 8 x 16 106 205 ❑ 1220CS 12 x 20 237 Soo 0 1232CS 12 x 32 306 64S ❑ 1616CS 16 k is 1" 395 ❑ 1624CS 16 x 24 312 670 1632CS 16 x 3t 408 835 20 x 32 630 1240 L2032cs 2424CS 24 x 24 570 323Q 2436CS 24 x 35 852 1755 requirements and limitations are not enforced:. Table 1 Maximum total enclosed area (A,) that can be • There shall be a minimum of two openings on different sides of served by each Individual model based on the each enclosed area; • Tne bottom of each required opening shall be no more than lit given net area of engineered opeMngs (Ao) aaove the adjacent ground level; • No temporary [e.g. during cold weather) or permanent solid cover may be placed Into or over the nood 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 Desian Professional NM Yule Steve A. Ciecl, President, Ged & Associates Engineers, Inc. Address 2950 N 12e1 Avenue, Pensacblajl. 32503 lJcense Florida Prafessional Engineer, IJ o.33658 1 Signature _ f,• Y No 336M �* 51AME of m Z. Identification of the Buildin;r and Installed Flood' Vents '(By Others) "�ii;.�NAL;�'j%N The flood vent models marked in Table i*j are being installed at the foliowing building: euddrng Address