Florida
Building Commission
SPECIAL OCCUPANCY
Technical
Advisory Committee
Meeting
MINUTES
June 9, 2015 at 2:30 P.M.
Meeting was held
via teleconference/webinar:
Webinar: Please join this meeting.
https://global.gotomeeting.com/join/669660613
1 (877) 309-2070 Access Code: 669660613 Audio PIN: 669660613
public point of
access: Department of Business and Professional Regulation
Northwood Centre,
Suite 90, 1940 North Monroe Street, Tallahassee, FL 32399
(850) 487-1824
TAC Objectives |
SPECIAL OCCUPANCY TAC Members
Present: Chairman; Darrell Phillips, Hubert Baxter, Gene
Chalecki, Ken Cureton, Frank Frail, Charles Frank, Bob Vincent,. Members Not Present:
James Ginas, Mark Boutin, Wayne Young Staff Present:
Mo Madani, Marlita Peters, Jim Hammers, Norman Bellamy, Robert Benbow, Nick
Duval, April Hammonds Guests on teleconference:
|
Objective – To consider, discuss
and provide recommendations for consideration by the Commission on the
following request for Declaratory Statement. |
Meeting
Minutes |
|
Objective |
Review
of objectives will include the following:
Description of issue,
discussion by TAC, public comment, TAC action. |
1) |
Welcome and Opening Remarks. Meeting opened at
2:31pm. |
2) |
Roll Call: Roll
Call was taken and a quorum was present. |
3) |
Review and Approval
of Meeting Agenda: Bob
Vincent made a motion to accept the agenda as presented, seconded by Frank
Frail. Unanimous vote of approval. |
4) |
Review and Approval
of Meeting Minutes of December 2, 2014: Motion
was made by Charlie Frank, Second by Bob Vincent to accept the previous
minutes of December 2, 2014. Unanimous
vote of approval. |
5) |
Review and make recommendation to the
Commission regarding: DS2015-055,
petitioned by Belmar Development Associates, LLC represented by Attorney, Robert S. Fine. Presenter, Robert S. Fine,
on behalf of Belmar Development Associates, LLC provided an overview of the
questions posed by the request for declaratory statement and included the
proposed answer to the questions. Staff
Analysis was provided by Mo
Madani, who agreed with the conclusions as stated by the petitioner. TAC Action: Question 1: May
Petitioner (and the Building Official) rely on past consistent
interpretations by the Florida Department of Environmental Protection (“DEP”)
and the DEP’s predecessor agency, the Florida Department of Natural Resources
(“DNR”), of identical regulatory language that is now set forth in Section
3109 to determine whether the Paramount is allowed to have intermediate
structural slabs below the wave crest elevation? If yes, do the
past consistent interpretations of DEP and DNR allow intermediate structural
slabs below the wave crest elevation? Answer 1: Yes.
As the Florida Building Commission (the "Commission") held in
Declaratory Statement DCA07-DEC-179, "[t]he Petitioner is entitled to
rely on past consistent interpretations of the DEP and DNR
to the extent that the historical application of the regulation is
consistent with the current context of the
FBC." The provisions of Section 3109 of the FBC that
are germane to the issues and
questions set forth in the Petition are
for all practical purposes identical to the corresponding provisions of Rule
62B-33.007, F.A.C. (2001 and 2004).
As such, the contexts are
consistent. Petitioner has provided evidence of consistent
practice of the DEP and DNR in connection with allowing the presence of
intermediate structural slabs located below the wave crest elevation in a
manner comparable to how such slabs are located in the Paramount project,
thereby demonstrating that the intermediate structural slab location is
consistent with the historical application of DEP's (and DNR's) regulation. Question 2: Declaratory
Statement DCA07-DEC-179 provides, for example, that a dining area located
seaward of the CCCL is allowed at elevations in between base flood elevation
and the elevation of the lowest horizontal structural member but the
associated kitchen must either be above the lowest horizontal structural
member or be located landward of the CCCL. Does this mean that
only portions of the structure that are located seaward of the CCCL, but not
the remaining portions of the structure landward of the CCCL, must comply
with Section 3109 of the FBC? Answer 2: The
areas of a structure located seaward of
the CCCL are subject to the requirements and limitations of Section 3109 and
those areas of the structure that are landward of the CCCL are
not subject to Section 31 09's requirements. Question 3: When
any portion of the project structure falls seaward of the CCCL, does Section
3109.1.1 require that the entire structure comply with the requirements of
Section 3109? Answer 3: The
areas of a structure located seaward of the CCCL are subject to the
requirements and limitations of Section 3109 and that areas of the structure
that are landward of the CCCL are not subject
to Section 31 09's requirements. Question 4: For
any major structure that falls within Exception 4 of Section 3109.4.2, are
the slabs that are constructed below the level of the wave crest elevation
required to be frangible, or may they be of more permanent construction? Answer 4: Walls
and partitions that are constructed below the
level of the wave crest elevation are required to be
frangible as mandated by Section 3109 .4.2 (see
Exception 9). Structural slabs that are constructed
below the wave crest elevation are
not required by Section 3109.4.2 to be frangible or break- away. Section
3109.4.2 is a restatement
of the Rule 62B-33.007(4)(f) of the DEP regulations. As demonstrated
by the examples of permits issued
by DEP that allowed for the presence of structural slabs below
the wave crest elevation provided with the
Petition, DEP's interpretations of its regulation
allowed for the presence of such structural slabs.
This interpretation is consistent
with the language of Section 3 109.4.2 and
Rule 62B-33.007 which expressly either prohibit,
or significantly limit, built elements with significant vertical dimension running parallel to
the shoreline that would impede the flow of waves and dynamic storm surge. On
the other hand, a slab, by its dimensional nature, would not impede or alter
the flow of waves and storm surge significantly. Question 5: For
the purposes of determining the applicability of Exception 4 to Section
3109.4.2, is the Paramount a low-rise building as that term is used in
Exception 4? Answer 5: Because
the mean roof height at Paramount does not fall within the
parameters contained in the definition of low-rise
building, Paramount is not a low-rise building as that term is used in
Exception 4 to Section 3109 .4.2. There were no questions
from the TAC or public comments provided. Motion was provided by
Gene Chalecki, seconded by Frank Frail, to accept the staff analysis as
provided. Unanimous vote of approval. |
6) |
Other Commission
business None
submitted. |
7) |
Public
Comment None provided. |
8) |
Member Comment None
provided. |
9) |
Final
Roll Call: Final roll call was
taken with a quorum present. |
10) |
Stand
Adjourned: 2:56 pm |
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Staff
Contacts: Marlita
Peters, Marlita.peters@myfloridalicense.com, (850) 717-1831; Mo
Madani, mo.madani@myfloridalicense.com
Note: This document is available to any person
requiring materials in alternate format upon request. Contact the Department of Business and
Professional Regulation, Office of Codes and Standards, 1940 N. Monroe Street,
Suite 90, Tallahassee, Florida 32399-0772 or call 850-487-1824.