Design Requirements
Design requirements for building in unincorporated Washoe County are developed by the Nevada Construction Industry Relations Council (NCIRC).
Blue Book
"The 2020 Blue Book": A Reference Guide for the Nevada Design and Construction Industry" (2020 update).
The Blue Book was written to assist building officials, registrants, licensees, and the public in understanding the laws governing building design and construction in Nevada. It is a guideline intended as a source of basic information, referencing the Nevada Revised Statutes (NRS), Nevada Administrative Codes (NAC), building codes, city and county ordinances, board policies, and recommended minimum practices and standards. It also contains a “Frequently Asked Questions” section at the back of the book.
Information on Nevada Construction Industry Relations Council and copies of the Blue Book are available on the board website.
Northern Nevada Code Amendments
Design information on all local building code amendments are included in the 2024 Northern Nevada Code Amendments which are included in adopted building codes for Washoe County.
Most Requested Design Criteria:
(Wind, Seismic Design, Snow Loads, Frost Lines, Foundations)
I.R.C. Table R301.2 Northern Nevada Amendment:
| Ground Snow Load | Wind Design | Seismic Design Category | Subject to Damage From | Winter Design Temp |
Ice Barrier Under-layment Required |
Flood Hazards | Air Freezing Index | Mean Annual Temp | |||||
| Speed (MPH) |
Topo-graphic Effects |
Special Wind Region | Windborne Debris Zone | Weather | Frost Line Depth | Termite | |||||||
| See IBC Table 1608.2.1 | 120 | No | Yes | No | D2 | Severe | 24" | Moderate to Heavy | 17°F | Yes above 5300' | See WCC Chapter 110 | 594 | 49.4°F |
Basic Wind Speed
I.B.C. Chapter 16, Section 1609.3.2 Northern Nevada Amendment:
| Risk Category | Ultimate Wind Speed Vult (mph) |
Vasd Wind Speed 3 - 2 sec gust (mph) |
| I | 110 | 85 |
| II & 2024 IRC | 120 | 93 |
| III | 130 | 101 |
| IV | 135 | 104 |
Table Notes:
-
Air density corrections to design wind pressures are prohibited. The conversions from Vult to Vasd are based on Table 1609.3.1
Seismic Design
I.B.C. Chapter 16, Section 1613.2
Based on the structure risk category using Figures 1613.2(1) through 1613.2(7). Determined in accordance with ASCE 7.
I.R.C. Table R301.2: Use Category 'D2'.
Snow Load Requirements
Ground snow loads in Washoe County shall be taken from Table 1608.2.1 or the ASCE Hazard Tool.
| Elevation | West of US 395 |
East of US 395 |
Lake Tahoe Basin |
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Risk Category: | |||||||||||
| I | II | III | IV | I | II | III | IV | I | II | III | IV | |
| 4500 | 35 | 43 | 48 | 52 | 35 | 43 | 48 | 52 | ||||
| 5000 | 35 | 43 | 48 | 52 | 35 | 43 | 48 | 52 | ||||
| 5100 | 47 | 59 | 65 | 71 | 36 | 45 | 49 | 54 | ||||
| 5200 | 60 | 75 | 82 | 90 | 38 | 48 | 52 | 57 | ||||
| 5300 | 74 | 92 | 101 | 110 | 39 | 49 | 54 | 59 | ||||
| 5400 | 86 | 108 | 118 | 129 | 40 | 50 | 55 | 60 | ||||
| 5500 | 99 | 123 | 136 | 148 | 43 | 53 | 59 | 64 | ||||
| 6000 | 163 | 203 | 224 | 244 | 50 | 62 | 68 | 74 | 252 | 315 | 346 | 378 |
| 6500 | 196 | 245 | 269 | 294 | 50 | 62 | 68 | 74 | 269 | 336 | 370 | 406 |
| 7000 | 229 | 286 | 315 | 343 | 66 | 82 | 90 | 98 | 286 | 358 | 393 | 429 |
| 7500 | 246 | 308 | 338 | 369 | 66 | 82 | 90 | 98 | 303 | 379 | 417 | 455 |
| 8000 | 262 | 328 | 360 | 393 | 99 | 123 | 136 | 148 | 320 | 400 | 440 | 480 |
| 8500 | 278 | 348 | 382 | 417 | 99 | 123 | 136 | 148 | 338 | 422 | 464 | 506 |
| 9000 | 310 | 388 | 426 | 465 | 131 | 163 | 180 | 196 | 378 | 472 | 519 | 566 |
| 9500 | 343 | 429 | 472 | 515 | 163 | 203 | 224 | 244 | 446 | 558 | 613 | 669 |
| 10000 | 408 | 510 | 561 | 612 | 163 | 203 | 224 | 244 | 480 | 600 | 660 | 720 |
| Footnotes: 1. Final roof snow design load Ps or Pf shall not be less than 29 psf 2. Refer to local jurisdiction ordinances for other Ground Snow Load information S.R. = State Route 3. Intermediate values may be determined by interpolation U.S. = U.S. Highway 4. The City of Elko shall not have ground snow loads less than 30 psf and Churchill County shall not have ground snow loads less than 20 psf * Ground snow loads in Washoe County shall be taken from Tables 1608.2.1 or the ASCE Hazard Tool. Ground snow loads from the ASCE Hazard tool shall use the ASCE/SEI 7-22 standard. The minimum ground snow load for a structure shall not be less than the lower of the two values from Table 1608.2.1 and the ASCE Hazard Tool. |
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Important Note:
Table 1608.2.1 refers to the old Hwy 395
Most projects including all Residential Projects fall under Risk Category II.
Instructions to Determine Elevation:
- Click on the following link: Geographic Information Systems
- If you agree with the disclaimer, click on: "I agree" at the bottom
- Enter the property Address or Assessor parcel number in the upper right hand corner.
- Click on Basemaps on top ribbon.
- Click on Contours.
- Elevation lines should now be viewable over the property map.
- If no contour (elevation lines) show up, Washoe County does not have accurate elevations for your site.
Contact For More Information
Washoe County Building and Safetybuilding@washoecounty.gov
(775) 328 - 2020
