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Design Criteria

COMMERCIAL BUILDINGS

WIND LOAD = Table 1604.5 and Section 1609
ROOF LIVE LOAD REF. IBC TABLE 1607.1
SNOW LOAD = Section 1608, ASCE 7, SNOW LOADS SEISMIC LOADS
IBC 1613
FROST LINE
13 INCHES
SOIL TERMITE PROTECTION IS REQUIRED
THIS AREA IS SUBJECT TO DECAY AND WEATHERING

RESIDENTIAL BUILDINGS

REFERENCE IRC R-201.2

SEISMIC DESIGN CATEGORY - D1

ROOF LIVE LOAD = Table R301.6
ROOF SNOW LOAD = 10 LBS. PSF Figure R301.2(5)
WIND SPEED = 90 MPH Figure R301.2(4) A
FROST LINE DEPTH = 13 INCHES
TERMITE PROTECTION IS REQUIRED
THIS AREA IS SUBJECT TO DECAY AND WEATHERING

EXTERIOR WALL INSULATION: R-13 
ATTIC INSULATION: R-38
WINDOWS: SOLAR 0.25 U-FACTOR 0.35



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