Section R301 - Design criteria.
Section R301.1 - Application. Add the following to Section R301.1 of the CRC:
Buildings or structures will not be permitted in high or moderate hazardous areas, such as sites prone to avalanche, flood, and mudslide, or other designated hazardous areas, as identified by Placer County Code, Chapter 15 or Chapter 12, Article 12.40, unless an architect, civil or structural engineer licensed in California has certified that the structure will be safe under the anticipated hazards, and the structure complies with anticipated loads and conditions. See Placer County Code, Chapter 12, Article 12.40 for exemptions from the avalanche standards.
Table R301.2 Climatic and Geographic Design Criteria. Replace CRC Table R301.2 with the following Table:
1 Roseville - Roseville/Auburn service area. |
2 Truckee - Truckee/Tahoe service area. |
* 130 mph: 5,001'-7,000' Risk Category II |
140 mph: 7,001'-8,000' Risk Category II |
150 mph: 8,001' and up Risk Category II |
** See notes below for site specific selection of seismic design category. |
*** Exterior frost line depth: 24", and Interior frost line depth: 18" for areas above 5,000'. |
**** See notes below for site specific selection of ground snow load. |
Joint Appendix 2.2, Table 2-3 Design Day Data for California Cities Climate Zone 11 (Roseville, CA) |
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Elevation Feet | Latitude Degrees North | Winter Heating | Summer Cooling | Mean Coincident wet bulb | Interior design temperature | Design temperature cooling | Daily Range | HDD |
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160 | 38.7 | 24 | 100 | 70 | 68 | 75 | 36 | 0 |
Climate Zone 16 (Truckee, CA) |
Elevation Feet | Latitude Degrees North | Winter Heating | Summer Cooling | Mean Coincident wet bulb | Interior design temperature | Design temperature cooling | Daily Range | HDD |
5995 | 39.3 | -10 | 86 | 57 | 68 | 75 | 40 | 8230 |
Notes: |
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1. | The above climate data for Roseville and Truckee generally cover the major population centers for Placer County in each Climate Zone. For climate data for other locations, refer to Title 24, Part 6, 2025 California Energy Code, Joint Appendix 2.2, Table 2-3 Design Criteria. The 2025 California Energy Code Joint Appendices may be found here: https://www.energy.ca.gov/sites/default/files/2025-07/CEC-400-2025-010-AP.pdf |
2. | Outdoor design conditions are based on data from the 2021 ASHRAE Handbook, Chapter 14: Climatic Design Information. |
3. | Indoor design conditions for sizing space condition systems are found in the 2025 California Energy Code, Section 150.0(h)2. |
4. | HDD - Heating Degree Day is a unit, based on temperature difference and time, used in estimating fuel consumption and specifying nominal annual heating load of a building. For any one day when the mean temperature is less than 65°F (18°C), there exist as many degree days as there are Fahrenheit degrees difference in temperature between mean temperature for the day and 65° F (18°C). |
Note: HVAC indoor design temperatures shall be 68° F for heating (minimum) and 75° F for cooling. Outdoor design temperatures for heating shall be no lower than the Heating Winter Median of Extremes values. The outdoor design temperatures for cooling shall be no greater than the 1.0 percent Cooling Dry Bulb and Mean Coincident Wet Bulb values. |
Section R301.2(2) - Ultimate Design Wind Speeds. Add the following to Section R301.2.1 of the CRC:
The ultimate wind speed* for Placer County shall be as follows:
ELEVATION ABOVE MEAN SEA LEVEL | ULTIMATE WIND SPEED (V) |
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Up to 5,000 feet | See note |
5,001 to 7,000 feet | 130 mph |
7,001 to 8,000 feet | 140 mph |
8,001 and Up | 150 mph |
Notes: |
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* Values are nominal design 3-second gust wind speeds at 33 ft. above ground for Exposure C. |
Risk Category I and II Buildings and Other Structures below 5,000 foot elevation shall use ASCE 7 Hazard tool. |
Section R301.2.3 - Snow loads.
Section R301.2.3 - Snow Loads. Amend Section R301.2.3 of the CRC as follows:
Ground snow loads shall be determined in accordance with Figure R301.2(3), ASCE 7 Hazard Tool, or in accordance with Section 1608 of the California Building Code. Wood-framed construction, cold-formed, steel-framed construction and masonry and concrete construction, and structural insulated panel construction in regions with allowable stress design ground snow loads, Pg(asd) 50 pounds per square foot or less, shall be in accordance with Chapters 5, 6, and 8. Buildings in regions with allowable stress design ground snow loads, Pg(asd), greater than 50 pounds per square foot shall be designed in accordance with accepted engineering practice.
Where Pg is 90 pounds per square foot or greater, all required building exits, the exit discharge, and decks shall be designed and protected or located where not subject to sliding or impact snow and ice nor shall the building shed snow or permit the sliding of snow onto an adjoining structure. "All building exits" shall mean all required exits in single family dwellings and appurtenant structures, and all building exits in all other occupancies.
Section R304 - Minimum room areas. Add the following subsection to Section R304 of the CRC:
Section R304.4 - Efficiency dwelling units. Efficiency dwelling units shall comply with the following:
1. | The unit shall have a living space with a minimum floor area of not less than one hundred fifty (150) square feet. An additional 100 square feet (9.3 m2) of floor area shall be provided for each occupant of such unit in excess of two. |
2. | The unit shall be provided with a separate closet. |
3. | The unit shall be provided with a kitchen sink, functioning cooking appliance and refrigeration facilities, each having a clear working space of not less than 30 inches (762 mm) in front. Light and ventilation conforming to this code shall be provided. |
4. | The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. |
Section R304 - Protection of Wood and Wood-Based Products Against Decay.
Section R304.1 - Location Required. Replace Item 8, Exception with the following:
Exception: Sawn lumber for deck framing in buildings located above 5,000 foot elevation may preclude the need to use durable materials when the project engineer provides on the plans a mitigating measure to provide equal protection of the deck framing as described above.
Section R308 - Address identification.
Section R308.1 - Address identification. Replace Section R308.1 of the CRC with the following section:
New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Whenever the address on the building will not be clearly visible from the public street or access road fronting the property, the address shall also be placed at the public street or access road in a manner which is clearly visible from both directions of travel on the frontage road or street. When necessary to facilitate emergency response, the address shall be posted in additional locations, such as a fork in a driveway serving more than one residence. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Numbers and letters shall be a minimum four-inch letter height, one-half inch stroke width, reflectorized, and contrast with their background; or a minimum five-inch letter height, one-half inch stroke width, and contrast with their background. Address identification shall be maintained.
Section R309 - Automatic Sprinkler Systems.
Section R309.3.2.3 - Freezing areas. Add the following to Section R309.2.3 of the CRC:
Systems utilizing glycerin shall not exceed 50% concentration; systems using propylene glycol shall not exceed a 40% concentration or as recommended by the California State Fire Marshal's Office.
Section R317 - Garages and carports.
Section R317.9 - Outdoor lights in Serene Lakes. Add the following subsection to Section R317 of the CRC:
Any garage constructed after March 1, 1985, in the Serene Lakes subdivision will be required to provide an exterior light installed on the street side of the garage. This light shall be controlled by a photocell and shall be in operation between the months of November through March.
(Ord. 6345-B, 11/18/2025)