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PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES

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PROJECT<br />

<strong>PLAN</strong> <strong>REVIEW</strong> NO.<br />

STRUCTURAL DESIGN<br />

<strong>2000</strong> International Building Code<br />

DESIGN LOADS<br />

Load Location Required Shown<br />

Load Location Required Shown<br />

Uniform Floor Live Load<br />

1607.3<br />

psf<br />

psf<br />

Flat roof snow load p f<br />

1608.3<br />

p f psf psf<br />

Sloped roof snow load p s<br />

1608.4<br />

p s psf psf<br />

Exposure Factor C e<br />

1608.3.1, Table 1608.3.1<br />

C e<br />

Concentrated Floor Live Loads<br />

1607.4<br />

lbs<br />

lbs<br />

Thermal Factor C t<br />

1608.3.2, Table 1608.3.2<br />

C t<br />

Snow Load Importance Factor I s<br />

1608.3.3, Table 1604.5<br />

Live Load of Partitions<br />

1607.5<br />

psf<br />

psf<br />

Soil Pressure<br />

1610<br />

Basement<br />

Walls &<br />

Floors<br />

Handrails and Guards<br />

1607.7<br />

Guards and<br />

Handrails<br />

1607.7.1<br />

1607.1.1.1<br />

200 lbs<br />

50 plf<br />

Deflections<br />

Table 1604.3<br />

Rain Loads 1611 R psf psf<br />

Int. rails &<br />

component<br />

1607.7.1.2<br />

50 lbs./1<br />

sq. ft. area<br />

Vehicle<br />

Barriers<br />

1607.7.3<br />

6,000 lbs<br />

at 18 in.<br />

Impact Loads<br />

1607.8<br />

Elev.<br />

Crane, &<br />

Mech.<br />

Supports,<br />

Hangers for<br />

Floors<br />

Interior Wall Lateral Loads<br />

1607.13<br />

5 psf psf<br />

Uniform Roof Live Load<br />

1607.11<br />

psf<br />

psf<br />

Snow Loads<br />

1608<br />

psf<br />

psf<br />

Ground Snow Load p g<br />

1608.2, Figure 1608.2<br />

p g<br />

psf psf<br />

<strong>2000</strong>Plan Review Forms<br />

Page 15 of 60

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