HomeMy WebLinkAboutSS2 - Overview of Building Code ChangesWhy Were the New Codes Adopted?
The current codes used in California are based on model
codes —the Uniform Codes —that are nine years old.
The first edition of the uniform codes was published in
1922.
For the first time in ten years, California will have a
complete set of building codes based on the latest
national model building codes, making use of the most
current technologies and methods of construction, and
reflecting the latest advances in building and fire safety.
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2007 California Building Code
1997 UBC
2001 CBC (1997 UBC w /California amendments)
2006 IBC
2007 CBC (2006 IBC w /California amendments)
Effective dates
• Publication date July 4, 2007 cC'.
• Enforcement date January 1, 2008
Developed by the International Code Council (ICC), the new
California codes are based on the International Building Code and
are the first complete building code updates for California since 1997.
The first edition of the Uniform Building Code was published in 1922.
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What are the NEW CODES`
The 2007 California Building Standards Code, found in California Code
of Regulations (CCR), Title 24, effective January 1st, 2008 are:
■ Part 2, known as the 2007 California Building Code (CBC)
(2006 International Building Code)
■ Part 3, known as the 2007 California Electrical Code (CEC)
(2005 National Electric Code)
■ Part 4, known as the 2007 California Mechanical Code CMC)
(2006 Uniform Mechanical Code)
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■ Part 5, known as the 2007 California Plumbing Code (CPC) Ti�' .
(2006 Uniform Plumbing Code)
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■ Part 6, known as the 2007 California Energy Code (CECS)
(2005 Energy Commission Standards)
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Local Adoption Process
California Building Standards Code, California Code of
regulations, Title 24(CCR, T -24) incorporating the latest
editions of the model codes apply to all occupancies
throughout the state. HSC § 18938(b).
Adoption and amendments by local governments must
provide a more restrictive building standards provided
that express findings to support such changes due to local
climatic, geological or topographical conditions. HSC §§
18941.5 and 17958.7
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IBC vs. UBC
n IBC
Utilize reference standards
Performance -based
One volume
UBC
Prescriptive provisions
Restates standards in the code body
Reference standards
Three volumes
:.
Prescriptive and Performance -
Based Codes
Prescriptive Requirements
Specification —Type requirements which have been
empirically derived utilizing the accumulated
judgment of a group of experts or by actual field
experience.
Example- Prescriptive
"The maximum travel distance shall not exceed 150
feet "
Prescriptive and Performance —Based
Codes (continued)
Performance -Based Code
Describes the general objective of each area covered
States the intended functional results of the code
requirements
Identifies the tools and methodologies to evaluate the
functional results
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Prescriptive and Performance — Based
Codes (continued)
Example - Performance
Numerous types of brake systems can be used to stop a car. It
doesn't matter which type is used, as long as the performance
is acceptable.
"Acceptable" is any system that safely stops the car while
allowing the driver to maintain control of the car.
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These are structural standards that designers, architects,
engineers and plan reviewers will need to have.
Must Have Structural Standards
Description
ASCE 7 -05 Minimum Design Loads for Buildings & Structures
NDS 05 Wood Construction & NDS Supplement
ACI 318 -05 Building Code Requirements & Commentary for Concrete
ACI 530 -05 2005 Building Code Requirements for Masonry Structures
AISC 325 -05 Steel Construction Manual -13th edition
AISC 327 -05 Seismic Design Manual
AF &PA National Design Specification for Wood Construction
ASTM Standards: As Referenced in the 2006 IBC
UL Referenced Standards
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Referenced Structural Standards
Number of pages in the structural chapters
Size of Structural Chapters in the Codes (pages)
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Ch 17
Inspections and
Ch 19
Ch 20
Ch 22
Ch 23
Codes
quality assurance
Concrete
Aluminum
Steel
Wood
2001 CBC
(UBC)
4
88
18
35
106
2007 CBC
(IBC)
16
11
1
3
76
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What were some of the major changes that were
made with the new codes?
■ As far as structural provisions are concerned, the most significant
change is in the way structural loads are determined, most notably
snow, wind and seismic loads that are based on the most current edition
of Minimum Design Loads for Buildings and Other Structures (ASCE
7 -05). Another significant change in comparison to the Uniform
Building Code is that the International Building Code references
national standards for structural load determination and design.
■ On the non - structural side, the most significant change is the increase in
design flexibility permitted for the installation of an automatic sprinkler
system while maintaining an appropriate level of fire and life safety. In
the IBC, the installation of automatic sprinkler systems can be used to
reduce several code requirements in comparison to the UBC.
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■
Is there anything unique about the new codes
for example, do they have more stringent seismic
design standards compared to other codes in use
else where in the country?
■ The new California Building Code is based on the 2006 International Building Code,
the structural provisions are based on the most current national standards for
structural loads and materials as well as the most current edition of the National
Earthquake Hazards Reduction Program (NEHRP) provisions to mitigate losses from
earthquake ground motion.
■ Seismic design in the new codes will involve assigning a given building a Seismic
Design Category (SDC) vs. the old regional seismic zones. Code requirements will
be SDC -driven
■ SDC is function of :
Seismic ground motion (SS, S, ). Determined for each building based on zip code
and latitude and longitude coordinates.
Site soils conditions
_. Occupancy category (use) of building
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How do the new codes affect buildings that are
already under construction?
Or does it just affect future projects?
■ Projects that are in plan check and buildings that are already permitted and under
construction are not affected by the new codes.
HOWEVER, Once the new California codes become
effective, all new building construction throughout
California must comply with
the new code provisions.
■ An addition /alteration for a building, only the new portion ingeneral, will be required
to meet the new codes.
■ Non conforming conditions in an existing building undergoing alterations, tenant
improvements or addition will represent many challenges since all new work must
comply with current code that differ in approach than the codes the building was built
under.
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For companies that don't do construction in
California, why are the new codes significant?
California has historically been a trendsetter when it
comes to building codes. This has an impact on other
states. Also, California's use of the International
Building Code has resulted in a more harmonized
approach and will make it easier for manufacturers
and design firms who provide products and
services throughout the US.
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Highlights of the Significant Changes
to the California Codes Building Code
Occupancy classifications have changed and are
generally no longer occupant load - driven.
Examples:
Educational occupancies used to be E -1, E -2 and E -3.
The new classification will be E only.
Residential occupancies
R -1 (transient)
Hotels /Motels !E�30 -days
R -2 (non- transient)
Apartments /Condos
Hotels /Motels >30 -days
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General Building Heights and Areas
The new code has much larger allowable floor areas than UBC with
many modifiers.
F. Building heights have changed and can be increased with modifiers.
* The State Fire Marshal made changes to the building code to limit
certain increases to the SFM regulated occupancies.
The types of construction designations have changed as follows:
UBC
I F.R
II F.R
II 1 hr
II -N
III I hr
III -N
IV
V I hr
V -N
IBC
IA
IB
IIA
IIB
11IA
IIIB
IV
VA
VB
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Area Example 1
Building A:
3- stories
Type III -A construction
All floors have equal area
Ist floor is retail store
2nd & 3rd floors are office
Building is fully sprinklered
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Area Example 1
■ Mercantile (Group M)
At= 18,500
■ Office (Group B)
LI A,= 28,500
■ If [(195/5l0)- 0.25](30/30)
■ If 0.132
• IS 2
• For M Occupancy:
AQ= 18,500 +[(18,500 *0.132)
] +[(18, 500 *2)]
❑ AQ= 57,942 sqft
• For B Occupancy:
❑ AQ =28, 500 +[(28, 500 *0.132)] +
[(28, 500 *2)]
AQ= 89,262 sq ft
Check Total Building Area:
= 0.102 < 1.0
• Building Area is OK
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Separation of Occupancies and Uses
Now there are three ways to address this
requirements. Building designers may decide
which way they choose to follow and must
highlight that in the plans to achieve the level
of performance intended
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Significant Reductions in Fire -
Resistance of Building Elements
Method of determination of exterior wall rating and openings have
changed and the rating generally has been reduced. The distance
from the property line where a wall is required to be rated has
changed. This will impact single family dwellings in Newport Beach
on narrow lots.
■ Previously the code required walls to be one hour rated when they are
three feet or less form the PL. The new code will require this rating for
walls when the distance five feet or less.
■ The new code will allow a mix of protected and unprotected openings
on exterior walls.
All building fire walls and fire separations terminology have changed
and its ratings are generally reduced. Many options are available to
use these building elements depending on the design choice.
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■
■
■
Significant Changes to the Fire
Sprinklers System Requirements
A building can be divided to "Fire Areas" to avoid the fire
sprinklers requirements. The size of these fire areas depends
on the occupancy. In Newport Beach our threshold for
sprinklers is 5, 000 sq. ft. which will nullify that option.
Residential occupancies except single - family dwellings must
be sprinklered regardless of the size and the 5,000 sq. ft.
threshold will no longer apply. For example a small motel or a
triplex that is 4,500 sq. ft. will now have to be sprinklered.
There are now many benefits (rewards) to the installation of
sprinklers systems throughout the code.
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Other Changes
■ Changes to exiting requirements dependent on the number of
people and the path of travel to exits. Several design options
are available to minimize the use of corridors.
The number of stairs required for SFD will be one regardless
of the number of stories and the building size. In spite of the
reduction in safety this will be a welcome change by the design
professionals especially for projects on narrow lots.
■ The size of the stairs risers and treads are now a maximum of
73/4" and a minimum of 10" vs. 8" and 9" respectively. This
change will result in longer stairways using more floor area.
■ The guard rail heights are 42 ". The exception for SFD to
allow 36" is removed. 23
Newport Beach Building Code
Significant Amendments
Several requirements relating to the Special Fire Protection
Zone construction standards and fire sprinklers were carried
over from the current Newport Beach code and correlated with
the fire code.
Roofing classification requirements were carried over from the
current Newport Beach code.
Several structural amendments are proposed to address seismic
requirements.
Pool barrier requirement were carried over form the current
Newport Beach code.
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2007 California Electrical Code
Where are the changes?
Article 210.8 (B) now extends the locations where ground fault circuit
interrupter (G.F.C.I.) protection is required to occupancies other than dwelling
units. Locations such as commercial kitchens, bathrooms, rooftops, and outdoor
receptacles now will require G.F.C.I. protection where it was previously
limited to dwelling units.
• Adopt Article 89, Section 89.108.4.1 which spells out what work requires an
electrical permit and what would be exempt.
• Adopt Annex A to include the various product standards.
• Adopt Annex B which includes the information necessary for capacity calculations.
• Adopt Annex C which includes the tables necessary to determine conduit and
tubing fill capacity.
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2007 California Mechanical Code
Where are the changes?
■ Major changes in Chapters - complete rewrite to match NFPA:
5 (exhaust systems- kitchen ventilation)
8 (flue venting)
■ Moderate changes in Chapters:
❑ 3 (fuel gas connectors)
7 (combustion air)
9 (equipment)
■ Minor changes in Chapters:
6 (ducts)
10 (boilers)
11 (refrigeration)
12 (hydronics)
Newport Beach Amendments
■ Adopt Appendix A relating to standards for installation of factory -made air ducts 26
2007 California Plumbing Code
Where are the changes?
■ Major Changes in Chapters — Complete rewrite to match NFPA
5 — (Water Heaters)
12 — (Fuel Gas Piping)
13 — (Health Care — Med Gas and Vacuum)
■ Moderate Changes in Chapters
❑ 4 — (Fixtures and Fittings)
6 — (Water Supply)
10 — (Traps / Grease Interceptors)
I I — (Storm Drainage)
■ Minor Changes in Chapters
El 7 — (Sanitary Drainage)
❑ 8 — (Indirect Waste)
E 9 — (Vents)
■ New Chapter
16 — (Gray Water Systems)
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Newport Beach Plumbing Code
Amendments
• Adopt Appendix A (Recommended Rules for Sizing the Water Pipe
System)
• Adopt Appendix B (Explanatory Notes on Combination Waste and Vent
Systems)
• Adopt Appendix D (Sizing Stormwater Drainage Systems)
• Adopt Appendix E (Manufactured/ Mobile Home Parks)
• Adopt Appendix F (Firefighter Breathing Air Replenishment Systems)
• Adopt Appendix G (Graywater Systems)
■ Replace Table 6 -4 with amended Table 6 -4 to permit the use of plastic
piping for main and water distribution systems.
■ Amend Section 1209.5.1.1 Materials to read: Materials used for piping
systems shall comply with the requirements of this chapter or shall be
acceptable to the authority having jurisdiction. (NFPA 54:5.6.1.1) Only
Polyethylene (PE) pipe shall be used in below ground locations.
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Impact on Plan Review
■ New Construction
The new codes allow several design options for compliance. The design
approach must be established beforehand and clearly indicated on the project
documents in order for a commensurate plan review process is followed.
More information will be required on the plans as to the performance
standards specified.
Alternative design options or materials will have to be evaluated before or in
early stages of plan review. Technical knowledge and judgment will be
required relative to the current straight prescriptive application of the code.
■ Additions and Alterations
Non- conforming conditions must be identified and the building evaluated in
whole to determine whether the application of the new code on the added or
altered portion will impact any life safety components of the exiting portions.
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Impact on Inspections
■ Inspections and testing
J Material standards and specifications will have to be sought by the
inspector in order to verify its applicability or adequacy for use in the
field. Test standards are no longer in the code
■ Acceptance
Acceptance and approval of construction will require a higher level of
judgment.
J Inspection duration will increase significantly to verify compliance
with more detailed requirements on plans. An example will be the use
of certain percentage of unprotected and protected windows in one
exterior wall.
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QUESTIONS
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ANSWERS
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