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A. General. The provisions of the IRC shall apply to site preparation and construction, alteration, movement, enlargement, replacement, repair, use and occupancy, location, and maintenance of detached one and two family dwellings and multiple single-family dwellings (townhouses) not more than three stories in height with a separate means of egress and their accessory structures. The demolition of residential structures is regulated by the International Building code as adopted by VMC Title 17.

B. Conflicts. Where, in any specific case, different sections of this code specify different materials, methods of construction or other requirements, the most restrictive shall govern. Where there is a conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. Wherever in the building code reference is made to an appendix, the provisions in the appendix shall not apply unless it has been specifically adopted.

C. Amendment to IRC Table R301.2 (1) Climatic and Geographic Design Criteria:

Residential

Minimum roof snow load

  25 lbs/sft

Ground snow load for

  drift calculations

  25 lbs/sft

Design wind speed

  Wind design speeds are coordinated with Risk

  Categories for structures, per IBC and ASCE 7 - 10

  V - ASD = Nominal design wind speed

  V - ULT = Ultimate design wind speed

  1.  V - ASD = 105 mph (3 second gust)

  2.  V - ULT = 135 mph (3 second gust) for Risk Category II.

  Wind exposure and additional requirements as noted in IBC.

Seismic design

 D1

Frost depth

 12"

Subject to damage from termites

 Slight to moderate

Subject to damage from weathering

 Moderate

Subject to damage from decay

 Slight to moderate

Winter design temperature

  Per WSEC

Ice shielding underlayment req.

  NA

Air freezing index

  NA

Mean annual temperature

  51.8 deg. F.

Flood Hazard

  See FEMA and local flood maps

(Ord. M-4165 §8, 2016; Ord. M-4079 §15, 2014; Ord. M-3958 §21, 2010; Ord. M-3660 §6, 2004)