Notwithstanding the provisions of DMC §
16.03.020, the CBC and the IBC are amended as follows:
Section 109.4 is amended to read as follows:
109.4 Work commencing before permit issuance. Any person who commences any work before obtaining the necessary permits shall be subject to an investigation fee equal to three times the building permit fee that shall be in addition to the required permit fees. |
Section 406.3.1.1 is added to read as follows:
Section 406.3.1.1, Concrete Driveways and Asphalt Paving. |
A. All concrete driveways designed to access Group U occupancies associated with private garages or carports shall be constructed with the following requirements: |
1. The minimum thickness of concrete driveway slabs supported directly on the ground shall not be less than 4 inches. |
2. The minimum concrete mix shall be 5 sacks per cubic yard of concrete. |
3. The concrete driveway shall be reinforced with not less than six inches by six inches ten-gauge wire mesh or an approved alternate installed at mid height of the slab. |
4. The concrete driveway shall be underlain by a minimum of three inches of gravel base material. |
B. Asphalt Paving. |
1. The minimum structural section of on-site asphalt paving shall be 3 inches of asphalt concrete over 8 inches of Class II aggregate base. |
2. The Class II aggregate base shall be compacted to a minimum 95% over subgrade compacted to 92%. |
3. In shipping areas, or other areas paved in anticipation of regular truck traffic, the minimum structural section shall be based upon the recommendations of the certified soils engineering report according to an appropriate traffic index for the anticipated use. |
Section 1030.3.1 is added to read as follows:
Section 1030.3.1 Emergency Egress Window Replacement. Replacement of windows and frames for bedrooms shall meet current CBC egress requirements for height and width. |
Section 1505.1.2 is amended to read as follows:
1505.1.2 Roof coverings within all other areas. The entire roof covering of every existing structure where more than 50 percent of the total roof area is replaced within any one-year period, the entire roof covering of every new structure, and any roof covering applied in the alteration, repair or replacement of the roof of every existing structure, shall be a fire-retardant roof covering that is a Class-A rated assembly. |
Section 1907A.1 is amended to read as follows:
Section 1907A.1, Minimum Slab Provisions. |
A. The minimum thickness of concrete floor slabs supported directly on the ground shall not be less than 4 inches. |
B. The minimum concrete mix shall be 5 sacks per cubic yard of concrete. |
C. The slab shall be reinforced with not less than six inches by six inches ten-gauge wire mesh or an approved alternate installed at mid height of the slab. |
Appendix B:
Section 101.3, Membership of board, is amended to read as follows:
B101.3 Membership of board. The board shall consist of the current members of the Planning Commission appointed by the chief appointing authority of the jurisdiction. Each member shall serve for their tenure as a member of the Planning Commission or until a successor has been appointed. The building official shall be an ex officio member of said board but shall not vote on any matter before the board. |
Section 103.1, Qualifications, is amended to read as follows:
B101.3.1 Qualifications. The board shall consist of the members of the Planning Commission, and are not employees of the jurisdiction. |
(Ord. 22-008 § 4)