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HomeMy Public PortalAboutV ZONE CERT example.pdfRote: The V Zone design certificate is not a substitute for the NFIP Elevation Certificate (see Fact Street No. 1.4, Lowest Floor Elevation), which is required to certify as -built elevations needed for flood insurance rating. V ZONE DESIGN CERTIFICATE Name John and Betsy Rabun Policy Number (Insurance Co. Use) Building Address of Other Description 17 Sanctuary Place Permit No. 13-0030 City Tybee Island _State GA Zip Cade 31328 SECTION L• Flood Insurance Rate Map (FIRM) Information Community No. 1335164 Panel No.0213 Suffix F FIRM Date 09/26/2008 FIRM 7 mc�s) VE -14 SECTION II: Elevation Information Used for Design [NOTE. This section documents the elevations/depths used or specified in the design — it does not document surveyed elevations and is not equivalent to the as -built elevations required to be submitted during or after construction.] 1. FIRM Base Flood Elevation(BFE)................................................................................................................................... 14.0 feet* 2. Community's Design Flood Elevation(DFE).................................................................................................................... 15.0 feet` 3. Elevation of the Bottom of Lowest Horizontal Structure Member.................................................................................... 15.2 feet` 4. Elevation of Lowest Adjacent Grade.................................................................................................................................. 5.5 feet' 5. Depth of Anticipated Scour/Erosion used for Foundation Design...................................................................................... 3.0 feet 6. Embedment Depth of Pilings of Foundation Below Lowest Adjacent Grade ........................ 43 to 47 feet (pile depth varies) feet * indicate elevation datum used in 1-4: ❑ NGV029 El NAVD88 0 Other. SECTION III: V Zone Design Certification Statement I certrfy that (1) 1 have developed or reviewed the structural design, plans, and specifications for construction of the above - referenced building and (2) that the design and methods of construction specified to be used are in accordance with accepted standards of practice" for meeting the following provisions: • The bottom of the lowest horizontal structural member of the lowest floor (excluding piles and columns) is elevated to or above the BFE. • The pile and column foundation and structure attached thereto is anchored to resist flotation, collapse, and lateral movement due to the effects of the wind and water loads acting simultaneously on all building components. Water loading values used are those associated with the base flood*'*. Wind loading values used are those required by the applicable State or local building code. The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood, including wave action. SECTION IV: Breakaway Wall Design Certification Statement [NOTE. This section must be certified by a registered engineer or architect when breakaway walls are designers to have a resistance of more than 20 psf (0.95 Mm2) determined using allowable stress design] 1 certify that: (1) 1 have developed or reviewed the structural design, plans, and specifications for construction of breakaway walls to be constructed under the above -referenced building and (2) that the design and methods of construction specified to be used are in { accordance with accepted standards of practice" for meeting the following provisions: • Breakaway wall collapse shall result from a water load fess than that which would occur during the base flood***. • The elevated portion of the building and supporting foundation system shalt not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (see Section III). SECTION V: Certification and Seal This certification is to be signed and sealed by a registered professional engineer or architect authorized by law to certify j structural designs. I certify the V Zone Design Certification Statement (Section 111) and _✓� the Breal �a}yVu �x�n Certification Statement (Section IV, check if applicable). TT Cedifier's Name Neil Dawson AIA License Number Georgia AR -9731 Title President Company Name Dawson ArchitectsrQ..9�ZICATM%00�! Address 1020 Bryan Woods Loop — Suite 1City ^a sr) ah State GA Zip Code 31410Signature Date Telephone 912-695-2111 -�c