HOME BUILDER’S GUIDE TO COAS TAL CONSTRUCTION
1.5: V ZONE DESIGN AND CONSTRUCTION CERTIFICATION
1 of 2
HOME BUILDER’S GUIDE TO COASTAL CONSTRUCTION Technical Fact Sheet No. 1.5
GENERAL
1
12/10
V Zone Design and
Construction Certication
Purpose: To explain the certification requirements
for structural design and methods of construction
in V Zones.
Structural Design and Methods of
Construction Certification
As part of the agreement for making ood insurance
available in a community, the National Flood Insurance
Program (NFIP) requires the community to adopt a
oodplain management ordinance that species min-
imum design and construction requirements. Those
requirements include a certification of the structural
design and the proposed methods of construction
(a similar documentation requirement appears in the
2009 IRC, Section R322.3.6). It is recommended that
the design professional use ASCE 24 and ASCE 7 as
appropriate engineering standards.
Specically, NFIP regulations and local oodplain
management ordinances require that:
1. A registered professional engineer or architect
shall develop or review the structural design,
specifications, and plans for the construction.
2. A registered professional engineer or architect
shall certify that the design and methods of
construction to be used are in accordance with
accepted standards of practice in meeting these
criteria:
n
The bottom of the lowest horizontal structur-
al member of the lowest floor (excluding the pil-
ings or columns) is elevated to, or above, the
Base Flood Elevation (BFE).
n
The pile or column foundation and structure at-
tached thereto is anchored to resist flotation, col-
lapse, and lateral movement due to the effects
of wind and water loads acting simultaneously
on all building components. ASCE 7-10, Minimum
Design Loads for Buildings and Other Structures,
provides guidelines on different load combina-
tions, which include ood and wind loads.
Completing the V Zone Design Certificate
There is no single V Zone certicate used on a na-
tionwide basis. Instead, local communities and/or
states have developed their own certication pro-
cedures and documents. Registered engineers and
architects involved in V Zone construction projects
should check with the authority having jurisdiction
regarding the exact nature and timing of required
certifications.
Page 2 shows a sample certication form. It is intend-
ed to show one way that a jurisdiction may require
that the certication and supporting information be
provided. In this example, the certication statement
can address both design and proposed methods of
construction and breakaway wall design.
Other Certifications Required in V Zone
n
Breakaway Wall Design, by a registered profes-
sional engineer or architect (see Fact Sheet
No. 8.1, Enclosures and Breakaway Walls)
n
As Built” Lowest Floor Elevation, by a sur-
veyor, engineer, or architect (see Fact Sheet
No. 1.4, Lowest Floor Elevation)
The V Zone Design certification should take into consideration the NFIP Free-of-Obstruction require-
ment for V Zones: the space below the lowest oor must be free of obstructions (e.g., building element,
equipment, or other xed objects that can transfer ood loads to the foundation, or that can cause ood-
waters or waves to be deected into the building), or must be constructed with non-supporting breakaway
walls, open lattice, or insect screening. (See NFIP Technical Bulletin 5 and Fact Sheet No. 8.1, Enclosures
and Breakaway Walls.)
Required Certifications in V Zones
Designed and
constructed to
resist floatation,
collapse, and
lateral
movement
Lowest floor
elevation
Breakaway wall
Page 1 of 3
V - ZONE DESIGN CERTIFICATE
Name_________________________________ Policy Number (Insurance Co. Use) _______________
Building Address or Other Description ___________________________________________________
City ___________________________ State ______ Zip Code ______________ Permit No. ________
SECTION I: Flood Insurance Rate Map (FIRM) Information
Community No. ______________ Panel No. _______ Suffix ____ FIRM Date __________ FIRM Zone _______
SECTION II: Elevation Information Used for Design
NOTE: This section documents the elevations/depths used or specified in the design – it is no a substitute for an
Elevation Certificate.
1. FIRM Base Flood Elevation (BFE)................................................................. _____ feet* (NGVD)
2. Community’s Design Flood Elevation (DFE = BFE + 1.5' Freeboard) ........... _____ feet* (NGVD)
3. Elevation of the Bottom of Lowest Horizontal Structural Member ................ _____ feet* (NGVD)
4. Elevation of Lowest Adjacent Grade.............................................................. _____ feet* (NGVD)
5. Depth of Anticipated Scour/Erosion used for Foundation Design.................. _____ feet* (NGVD)
6. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade _____ feet* (NGVD)
* Indicate elevation datum used in 1-4: NGVD29 NAVD88 Other ________________________
SECTION III: V Zone Design Certification Statement
NOTE. sections III-VI must be certified by a registered engineer
I certify that I have developed or reviewed the structural des
ign, plans, and specifications for
construction of the above-referenced building and that the design and methods of construction to
be used are in accordance with ASCE 24-14 and the 2015 IRC (Residential) / 2015 IBC (Commercial)
meeting the following provisions:
The bottom of the lowest horizontal structural member of the lowest floor (excluding piles and
columns) is elevated to 1’-6” above the BFE; and
• 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.
Seabrook
TX
77586
485507
M
01/06/2017
VE-1?
Page 2 of 3
SECTION IV: Breakaway Wall Design Certification Statement
I certify that I have developed or reviewed the structural design, plans, and specifications for
construction of breakaway walls to be constructed under the above-referenced building and that
the design and methods of construction specified to be used are in accordance with ASCE 24-14 and
the 2015 IRC (Residential) / 2015 IBC (Commercial) for meeting the following provisions:
Breakaway wall collapse shall result from a water load less than that which would occur during the
base flood; has Permanant Flood openings in compliance with FEMA requirements; and
• The elevated portion of the building and supporting foundation system shall 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: Design Certification
This certification is to be signed and sealed by a registered professional engineer authorized by law
to certify structural designs. I certify the V-Zone Design Certification Statement (Section III) and
____ the Breakaway Wall Design Certification Statement (Section IV, check if applicable).
Certifier’s Name____________________________________________
License Number__________________________ Firm No. __________
Title_________________ Company Name_______________________
Address__________________________________________________
City________________ State______ Zip Code___________________
Telephone________________ E-Mail __________________________
Signature________________________________ Date ____________
Sections I-V (Page 1 and 2) are due at
permit submittal
Provide Section VI (Page 3) to the Building Department prior to final inspection (If applicable)
Engineers Seal
click to sign
signature
click to edit
Page 3 of 3
V - ZONE CONSTRUCTION CERTIFICATE
Name_________________________________ Policy Number (Insurance Co. Use) _______________
Building Address or Other Description ___________________________________________________
City ___________________________ State ______ Zip Code ______________ Permit No. ________
SECTION I: Flood Insurance Rate Map (FIRM) Information
Community No. ______________ Panel No. _______ Suffix ____ FIRM Date __________ FIRM Zone _______
SECTION VI: Final Construction Certification
I certify that I have inspected the instalation of the pilings and / or c
onstruction of the
breakaway walls, and they are constructed in accordance with the previously certified design
documents.
Certifier’s Name____________________________________________
License Number__________________________ Firm No. __________
Title_________________ Company Name_______________________
Address__________________________________________________
City________________ State______ Zip Code___________________
Telephone________________ E-Mail __________________________
Signature________________________________ Date ____________
Engineers Seal
Seabrook
TX
77586
485507
M
01/06/2017
VE-1?
click to sign
signature
click to edit