Chapter 2
Change definition of “shear wall” as shown:
SHEAR WALL. A wall designed to resist
lateral forces parallel to the plane of the wall. See Sections 2102.1 and 2302.1.
Detailed plain masonry shear
wall. See Section 2102.1.
Intermediate prestressed
masonry shear wall. See Section 2102.1.
Intermediate reinforced masonry
shear wall. See Section 2102.1.
Ordinary plain masonry shear
wall. See Section 2102.1.
Ordinary plain prestressed masonry shear wall. See Section 2102.1.
Ordinary reinforced masonry shear
wall. See Section 2102.1.
Perforated shear wall. See Section
2302.1.
Perforated shear wall segment.
See Section 2302.1.
Special prestressed
masonry shear wall. See Section 2102.1.
Special reinforced masonry shear
wall. See Section 2102.1.
Chapter 4
Change Section 428.4 as shown:
Design plan and systems approval. Plan review pertaining to installation of manufactured buildings and
construction activities conducted at the site of the installation shall be
conducted pursuant to Chapter 1 hereof. Plan review pertaining to construction
activities occurring within the manufacturing process shall be conducted by
those third-party agencies as follows: third-party agencies shall review plans
in conformity with Chapter 1 hereof and the following additional requirements:
If the plans are for a residential manufactured building, certification from
the design professional responsible for
the plans that the structure has been designed only for erection or
installation on a site built permanent
foundation in accordance with this code and
is not designed to be moved once so erected or installed. If the
residential manufactured building is transportable in one or more sections and
is 8 body feet or more in width or 40 body feet (12 192 mm) or more in length,
or, when erected on site, is 320 square feet (29 m2) or more, and
which is built on a permanent chassis, the manufacturer shall certify that the
manufactured building has been excluded from regulation by the United States
Department of Housing and Urban Development.
Chapter 13
Add the following
referenced standards to Subchapter 13-3:
FSEC
Standard reference Title Referenced in Code Section Number
2007 EnergyGauge USA Fla/Res [add as applicable]
2007 EnergyGauge Summit Fla/Com [add as applicable]
The following
changes were made to the referenced standard, EnergyGauge
USA Fla/Res 2007 computer program after June,
2007:
1) Specific modifications
were made to implement
2) New software name (as
above) to make it specific to
3) Some inputs added, some
inputs removed to comply with approved Mods.
4) New reporting forms
created per Mods 2327 and 2329.
5) Windows input page
redesigned to include NFRC Label radio button, remove “calculate” button,
assume defaults if no NFRC label.
6) U-Factor and SHGC defaults
changed to reflect
7) Cool roof changed as follows:
similar to NFRC ratings for windows, solar absorptance
check box added for tested product, or default.
8) Factory-sealed air handler
option added to software per
9) Default distribution
efficiency set at 88% per Mod 2367.
10) Proposed air duct leakage
input selection result in leakage testing reqt.
11) Compliance report enhanced to allow up to 5
window types, delete credit points used in old code method, add notes for
factory-sealed air handling unit, leak-free duct systems & tested roof
reflectance.
Change Subchapter 13-4 as follows:
Make a universal change to
reference the EnergyGauge Summit Fla/Com
instead of Fla/Com for consistency and reference.
Change Subchapter 13-6 as shown:
Make a universal change to
reference the EnergyGauge USA Fla/Res
instead of Fla/Res for consistency and reference.
Amend Section 13-604.A.4 as shown:
13-604.A.4 Installation criteria for homes claiming the
cool roof option. The cool roof option may be claimed in the EnergyGauge USA Fla/Res computer
program where the roof to be installed
has a tested solar reflectance of greater than 4 percent when evaluated in
accordance with ASTM methods E-903, C-1549, E-1918 or CRRC Method #1. In cases where the
roof materials have not been tested, the reflectance for the As-Built home
shall be assumed to be 4 percent.
Emittance values provided by the roofing
manufacturer in accordance with ASTM C-1371 shall be used when available. In cases where the appropriate data are not
known, emittance shall be the same as the Baseline Home.
Testing of a qualifying sample of the roofing material shall be performed by an
approved independent laboratory with these results provided by the
manufacturer.
Add Section 13-610.A.3 as shown:
13-610.A.3 Installation criteria
for homes claiming the factory-sealed
air-handling unit option. The factory-sealed air-handling unit option may be
claimed in the EnergyGauge USA Fla/Res
computer program if the unit has been tested and certified by the manufacturer
to have achieved a 2 percent or less leakage rate at 1-inch water gauge when
all air inlets, air outlets and condensate drain port(s), when present, are
sealed at an air pressure of 1-inch water gauge with no greater than 2-percent
design cubic foot per minute discharge.
Amend Appendix 13-A as shown:
Add
the following town to
Permitting Office
Jurisdiction Number Climate
Zone Reporting Group
Alachua 111400 3 III
Delete the following jurisdictions from
Clermont 451200 5 III
Montverde 452100 5 III
Amend Appendix 13-D as shown:
Change
the EPL Display Card [in part] as shown to reflect changes made to the energy
code:
ESTIMATED ENERGY PERFORMANCE INDEX SCORE*
=
The lower higher
the Energy Performance Index score, the more
efficient the home.
15. HVAC credits claimed (Alternate Point
System Method only)
I certify that this home has complied with the Florida
Energy Efficiency Code For Building through the
above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be
completed based on installed Code
compliant features.
*NOTE: The home’s estimated Eenergy
Pperformance Index score is available through the EnergyGauge USA Fla/Res 2007 computer program. This is not a
Building Energy Rating. If your index score is below 100 80
or greater (or 86 for a ,
your home may qualify for energy efficiency mortgage (EEM) incentives if you
obtain a /638-1492
or see the Energy Gauge web site at www.energygauge.com
www.fsec.ucf.edu for information and a list of certified Raters.
For information about /487-1824.
**Label
required by Section 13-104.4.5 of the
Chapter 21
Change Section
2107.1 to read as shown:
2107.1
General. The design of masonry structures
using allowable stress design shall comply with the requirements of Chapters 1
and 2 of ACI 530/ASCE 5/TMS 402 except as modified by Section 2107.2. Lap splices shall be in accordance with
ACI 530/ ASCE 5/ TMS 402 or in accordance with Section 2107.3 or 2107.5 2107.4 as
specified by the architect or engineer. Development of bars in tension and
compression shall be in accordance with ACI 530/ASCE 5/TMS 402 or in accordance with 2107.4 as specified by
the architect or engineer.
Exception: Where inspections are performed… engineer. [No change to amended text]
Change Section 2107.4 as shown:
2107.4 ACI 530/ASCE 5/TMS 402, Section
2.1.10.3, Development of bars in tension and compression. Modify Section 2.1.10.3 as follows:
2.1.10.3 The required development length of
reinforcing bars shall be determined by Equation (2-9), but shall not be less
than 12 in. (305 mm), but need not be greater than 72 db.
EQUATION 2-9 from ACI 530/ASCE 5/TMS
402 [UNCHANGED]
K shall not
exceed the lesser of the masonry cover, clear spacing between adjacent
reinforcement, nor 5 times db
.
γ = 1.0 for
No. 3 (M#10) through No. 5 (M#16) bars;
γ = 1.2 for
No. 8 (M#25) through No. 11 (M#36) bars
Where epoxy coated bars are used,
lap length shall be increased by 50 percent.
Renumber Section 2107.6
to 2107.5
SECTION 2108
STRENGTH DESIGN OF MASONRY
Change Section 2108.1 as shown:
2108.1 General. The design of masonry
structures using strength design shall comply with Section
2106 and the requirements of Chapters 1 and 3 of ACI 530/ASCE 5/TMS
402, except as modified by Sections 2108.2 and
2108.3 through 2108.4.
Exceptions:
1. AAC masonry shall comply with the
requirements of Chapter 1 and Appendix A of ACI 530/ASCE 5/TMS 402.
2108. 2 ACI 530/ASCE
5/TMS 402, Section 3.3.3.3. Modify Section 3.3.3.3 as follows: development. Add the following text to
Section 3.3.3.3:
3.3.3.3 Development. The required development length of reinforcement
shall be determined by Equation (3-15), but shall not be less than 12 inches
(305 mm) and need not be greater than 72db.
EQUATION 3-15 UNCHANGED
K shall not
exceed the lesser of the masonry cover,
clear spacing between adjacent reinforcement, nor 5 times db .
γ = 1.0 for
No. 3 (M#10) through No. 5 (M#16) bars;
γ = 1.2 for
No. 8 (M#25) through No. 11 (M#36) bars
Where epoxy coated bars are used,
lap length shall be increased by 50 percent.
2108.3 ACI530/ASCE5/TMS402, Section
3.3.3.4, splices. Modify items (b) and (c) of Section3.3.3.4 as follows:
3.3.3.4(b). A welded splice
shall have the bars butted and welded to develop atl
east 125 percent of the yield strength, ƒy,
of the bar in tension or compression, as required. Welded splices shall be of
ASTMA706 steel reinforcement. Welded splices shall not be permitted in plastic
hinge zones
of intermediate
or special reinforced walls or special moment frames of masonry.
3.3.3.4(c).Mechanical
splices shall be classified asType1 or 2 according to Section 21.2.6.1of ACI
318. Type1 mechanical splices shall not be used within a plastic hinge zone or
within a beam-column joint of
intermediate or special reinforced masonry shear walls or special moment
frames. Type 2 mechanical splices are permitted in any location within a member
2108.3 4 ACI 530/ASCE 5/TMS 402, Section 3.3.3.5,
maximum areas of flexural tensile reinforcement. [No
change to text]
Change Section 306.3 as shown:
Section 306.3 Appliances in attics. Attics containing appliances…removal of the largest appliance.
Exceptions:
1.
The
passageway and level service space are not required where the appliance is
capable of being serviced and removed through the required opening.
2.
Where
the passageway is not less than 6 feet (1829 mm) high and 22 inches wide for
its entire length, the passageway shall be not greater than 50 feet (15 250 mm)
in length
Change Section 403.1.1.2 as shown:
403.1.1.2 Occupancy
content calculation. The occupancy content of
a building, which determines the number of water closets required for men,
shall be calculated using the square footage per person requirements
established by the building code in effect in a jurisdiction.
Change Section 306.3 as shown:
Section 306.3 Appliances in attics. Attics containing appliances… removal of the largest component of the
appliance.
Exceptions:
1.
The
passageway and level service space are not required where the appliance is
capable of being serviced and removed through the required opening.
2.
Where
the passageway is not less than 6 feet (1829 mm) high for its entire length,
the passageway shall be not greater than 50 feet (15 250 mm) in length.
306.3.1 Electrical requirements. A lighting fixture with receptacle outlet,
controlled by a switch located at the required passageway opening and a receptacle outlet, shall be provided so
as to light the passageway and service area and installed at or near the
equipment located in accordance with Chapter 27 of the Florida Building Code, Building.
Chapter 11
Make a universal change to
reference the EnergyGauge USA Fla/Res
instead of Fla/Res for consistency and reference.
Modify Section N1104.A.4 as shown:
N1104.A.4
Installation criteria for homes
claiming the cool roof option. The cool roof option may be claimed in the EnergyGauge USA Fla/Res computer
program where the roof to be installed has a tested solar reflectance of
greater than 4 percent when evaluated in accordance with ASTM methods E-903,
C-1549, E-1918 or CRRC Method #1. In cases where the roof materials have not been tested, the
reflectance for the As-Built home shall be assumed to be 4 percent. Emittance values
provided by the roofing manufacturer in accordance with ASTM C-1371 shall be
used when available. In cases where the
appropriate data are not known, emittance shall be
the same as the Baseline Home. Testing of a qualifying sample of the roofing
material shall be performed by an approved independent laboratory with these
results provided by the manufacturer.
Add new Section N1110.A.3 as shown:
N1110.A.3 Installation
criteria for homes claiming the factory-sealed air-handling unit option. The factory-sealed air-handling unit
option may be claimed in the EnergyGauge USA Fla/Res computer program if the unit has been tested and
certified by the manufacturer to have achieved a 2 percent or less leakage rate
at 1-inch water gauge when all air inlets, air outlets and condensate drain
port(s), when present, are sealed at an air pressure of 1-inch water gauge with
no greater than 2-percent design cubic foot per minute discharge.
Chapter 13
Change Section M1305.1.3 as shown.
Section M1305.1.3 Appliances in
attics. Attics containing appliances…removal
of the largest appliance.
Exceptions:
1.
The
passageway and level service space are not required where the appliance is
capable of being serviced and removed through the required opening.
2.
Where
the passageway is unobstructed and not less than 6 feet (1829 mm) high and 22
inches wide for its entire length, the passageway shall be not greater than 50
feet (15 250 mm) in length.
Chapter 43
FSEC
Standard reference Title Referenced in Code Section
Number
2007 EnergyGauge USA Fla/Res [add as applicable]
NFPA
720-05
Standard for the Installation of
Carbon Monoxide (CO)
Warning
Equipment in Dwelling Units
R313
Chapter 44
Change Section R4410.1 as shown:
R4410.1 General
R4410.1.1 Exterior wall cladding…through R4415.
R4410.1.2 Exterior wall cladding, surfacing…wind-borne
debris. [1-2 no change]
R4410.1.3
Workmanship. Cladding…in Chapter 43.
R4410.1.4 All exterior wall cladding…shall have Product
Approval.