Door Schedule

HVAC Plan

Electrical Plan

Plumbing Plan

Elevatons East/North

Wall Section

Structural Calculations

Live loads
Snow 20 psf
People 20 psf
Furniture 20 psf
Other 15 psf

Dead loads
90 psf assumed

Total psf 165

Beam Loading
165*20=3300lbs

Allowable Bending Stress
28000lbs

Determind Maximum Moment
630,000lbs

Determind Section Modulus
19.124

Determind Allowable Deflection
1.98in.