Minnesota Administrative Rules
Agency 151 - Labor and Industry Department
Chapter 1309 - INTERNATIONAL RESIDENTIAL CODE
Part 1309.0301 - SECTION R301, DESIGN CRITERIA
Universal Citation: MN Rules 1309.0301
Current through Register Vol. 49, No. 13, September 23, 2024
Subpart 1. [Repealed, ]
Subp. 2. IRC Table R301(1).
IRC- Table R301.2(1) is amended to read as follows:
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
ROOF SNOW | WIND DESIGN | SEISMIC DESIGN | |
LOAD* | Speedd (mph) | Topographic effectsk | CATEGORY1 |
pf= 0.7 * pg | 90 | YES | A |
SUBJECT TO DAMAGE FROM | WINTER DESIGN TEMPe | ||
Weatheringa | Frost line depthb See MR part | Termitec | |
Severe | 1303.1600 | See Footnote "c" | See MR chapter 1323 |
ICE BARRIER UNDERLAYMENT REQUIRED" | FLOOD HAZARDSg | AIR FREEZING INDEX1 | MEAN ANNUAL TEMP1 |
See MR chapter | See Table | ||
Yes | 1335 | R403.3(2) | 41.16 |
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering may require a
higher strength concrete or grade of masonry than necessary to satisfy the
structural requirements of this code. The weathering column shall be filled in
with the weathering index, such as "negligible," "moderate," or "severe," for
concrete as determined from the Weathering Probability Map [Figure R301.2(3)].
The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C
73, C 90, C 129, C 145, C 216, or C 652.
b. See Minnesota Rules, part
1303.1600 - Footing Depth for
Frost Protection to verify whether the county requires Zone I or Zone II frost
protection.
c. The jurisdiction
shall fill in this part of the table to indicate the need for protection
depending on whether there has been a history of local subterranean termite
damage.
d. The jurisdiction shall
fill in this part of the table with the wind speed from the basic wind speed
map [Figure R301.2(4)A], Wind exposure category shall be determined on a
site-specific basis in accordance with section R301.2.1.4.
e. See Minnesota Rules, chapter 1322 - Table
R403.5.17 Climate Data Design Conditions to verify by city.
f. The ground snow loads to be used in
determining the design snow loads for buildings and other structures are given
in Minnesota Rules, part
1303.1700 - Ground Snow Load to
verify by county. The roof snow load is a uniform load on the horizontal
projection of the roof.
g. See
Minnesota Rules, chapter 1335, Flood Proofing Regulations.
h. In accordance with sections R905.2.7.1,
R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, and R905.8.3.1, where there has
been a history of local damage from the effects of ice damming.
i. The jurisdiction shall fill in this part
of the table with the 100-year return period air freezing index (BF-days) from
Figure R403.3(2) or from the 100-year (99 percent) value on the National
Climatic Data Center data table "Air Freezing Index-USA Method (Base 32°
F)" at www.ncdc.noaa.gov/oa/fpsf.
j. The jurisdiction shall fill in this part
of the table with the mean annual temperature from the National Climatic Data
Center data table "Average Mean Temperature Index" at
http://www.esrl.noaa.gov/psd/data/usclimate/tmp.state.19712000.climo.
k. In accordance with section
R301.2.1.5.
l. Assigned to allow
the application of the least restrictive topographic provisions of the
code.
Subp. 3. IRC Figure R301.2(5).
Figure R301.2(5), Ground Snow Loads, Pg, for the United States (lb/ft2), is deleted in its entirety.
Subp. 4. [Repealed, ]
Statutory Authority: MS s 16B.59; 16B.61; 16B.64; 326B.101; 326B.106; 326B.13
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