THE FLORIDA BUILDING CODE - City of Coral Springs
THE FLORIDA BUILDING CODE - City of Coral Springs
THE FLORIDA BUILDING CODE - City of Coral Springs
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the Fire Protection Provisions <strong>of</strong> this Code, the FFPC, and all<br />
Fire Codes.<br />
104.25.1 Concealed Work: The Building Official or his/her<br />
duly authorized representative and/or Fire Marshal/Fire<br />
Code Official or his/her duly authorized representative may<br />
order portions <strong>of</strong> the structural frame <strong>of</strong> a building and/or<br />
structure to be exposed for inspection when, in his/her opinion,<br />
there is a good reason to believe that a building or portion<br />
there<strong>of</strong> is in an unsafe or dangerous condition or that<br />
there is willful or negligent concealment <strong>of</strong> a violation <strong>of</strong><br />
this Code, the Fire Protection Provisions <strong>of</strong> this Code, the<br />
FFPC, and all Fire Codes.<br />
104.26 Inspections. Reserved.<br />
104.27 Identification. Reserved.<br />
104.28 Right <strong>of</strong> Entry. Upon presentation <strong>of</strong> proper credentials,<br />
the Building Official or his/her duly authorized representative or<br />
the Fire Chief/Fire Marshal/Fire Code Official or his/her duly<br />
authorized representative may enter, at any reasonable time, any<br />
building, structure or premises for the purpose <strong>of</strong> making any<br />
inspection or investigation, which under the provisions <strong>of</strong> this<br />
Code, Fire Protection Provisions <strong>of</strong> this Code and the FFPC with<br />
the Exception to private dwelling units.<br />
104.29 Department records. Reserved.<br />
104.30 Liability. Reserved.<br />
104.31 Modifications. Reserved.<br />
104.32 Alternative materials, design and methods <strong>of</strong> construction<br />
and equipment.<br />
The provisions <strong>of</strong> the technical codes are not intended to prevent<br />
the installation <strong>of</strong> any material or to prohibit any design or<br />
method <strong>of</strong> construction not specifically prescribed by this Code,<br />
provided any such alternative has been reviewed by the Building<br />
Official and/or Fire Marshal/Fire Code Official (according to the<br />
Fire Protection Provisions <strong>of</strong> this Code and the FFPC). An<br />
alternative material, design or method <strong>of</strong> construction shall be<br />
approved where the Building Official and/or Fire Marshal/Fire<br />
Code Official (according to the Fire Protection Provisions <strong>of</strong> this<br />
Code and the FFPC) finds that the proposed design is satisfactory<br />
and complies with the intent <strong>of</strong> the provisions <strong>of</strong> this code, and<br />
that the material, method or work <strong>of</strong>fered is for the purpose<br />
intended is at least the equivalent <strong>of</strong> that prescribed in the<br />
technical codes in quality, strength, effectiveness, fire resistance,<br />
durability and safety. Where alternate life safety systems are<br />
designed, the “SFPE Engineering Guide to Performance-Based<br />
Fire Protection Analysis and Design <strong>of</strong> Buildings,” or other<br />
methods approved by the Building Official and/or Fire Marshal/Fire<br />
Code Official (according to the Fire Protection<br />
Provisions <strong>of</strong> this Code and the FFPC) may be used. The<br />
Building Official and/or Fire Marshal/Fire Code <strong>of</strong>ficial<br />
(according to the Fire Protection Provisions <strong>of</strong> this Code and the<br />
FFPC) shall require that sufficient evidence or pro<strong>of</strong> be submitted<br />
to substantiate any claim made regarding the alternative.<br />
Broward County Board <strong>of</strong> Rules and Appeals<br />
Effective Date: March 15, 2012<br />
104.32.1 Research reports. Supporting data, where necessary<br />
to assist in the approval <strong>of</strong> materials or assemblies not<br />
specifically provided for in this Code, shall consist <strong>of</strong> valid<br />
research reports from approved sources.<br />
104.32.2 Tests: Whenever there is insufficient evidence <strong>of</strong><br />
compliance with the provisions <strong>of</strong> this Code, or evidence<br />
that a material or method does not conform to the requirements<br />
<strong>of</strong> this Code, or in order to substantiate claims for<br />
alternative materials or methods, the Building Official shall<br />
have the authority to require tests as evidence <strong>of</strong> compliance<br />
to be made at no expense to the jurisdiction. Test methods<br />
shall be as specified in this Code or by other recognized test<br />
standards. In the absence <strong>of</strong> recognized and accepted test<br />
methods, the building <strong>of</strong>ficial shall approve the testing procedures.<br />
Tests shall be performed by an approved agency.<br />
Reports <strong>of</strong> such tests shall be retained by the Building Official<br />
for the period required for retention <strong>of</strong> public records.<br />
104.32.3 Accessibility. Alternate designs and technologies<br />
for providing access to and usability <strong>of</strong> a facility for persons<br />
with disabilities shall be in accordance with provisions <strong>of</strong> the<br />
FBC, Accessibility.<br />
104.33.4 Alternative method for swimming pools and spas<br />
with the installation <strong>of</strong> 15-volt or less swimming pools and<br />
spa lights or no light, perimeter <strong>of</strong> the swimming pool and<br />
spa surfaces and equipotential grid (single #8 AWG wire).<br />
104.33.4.1 Perimeter surfaces and equipotential<br />
bonding grid (single #8 AWG wire) includes unpaved<br />
surfaces as well as poured concrete and other types <strong>of</strong><br />
paving. Bonding for perimeter <strong>of</strong> the swimming pool<br />
and spa surfaces shall be installed as follows:<br />
A. Attached to the pool reinforcing steel or copper<br />
conductor grid (single #8 AWG wire) and<br />
B. Buried to a minimum depth <strong>of</strong> (4) four inches<br />
to (6) six inches below grade and<br />
C. Minimum <strong>of</strong> four (4) points uniformly spaced<br />
around the perimeter <strong>of</strong> the swimming pool and spa<br />
(for nonconductive pool shell (fiberglass, etc.),<br />
bonding at four points shall not be required) and<br />
D. Connected to an equipotential bonding grid<br />
(single #8 AWG wire) with a solid copper bare conductor<br />
not smaller than # 8 AWG and<br />
E. Connection shall be made exothermic welding<br />
or by listed pressure connectors or clamps that are<br />
labeled as being suitable for the purpose and are <strong>of</strong><br />
stainless steel, brass, copper or copper alloy and<br />
F. The equipotential bonding grid (single #8<br />
AWG wire) shall extend under paved and unpaved<br />
walking surfaces for (1) one meter ((3) three feet)<br />
horizontally beyond the inside walls <strong>of</strong> the pool. Under<br />
existing conditions, this requirement may be less<br />
than as stated above.<br />
104.33 Standards: The types <strong>of</strong> construction or materials or<br />
methods <strong>of</strong> design referred to in this Code shall be considered as<br />
standards <strong>of</strong> quality and strength. New types <strong>of</strong> construction or<br />
2010 FBC — Building 1.18<br />
Broward County Administrative Provisions