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• <br /> Project Parameters <br /> Project <br /> Project name= Birdwell TI <br /> Location <br /> Address= 1420 80th Street SW,Everett,WA <br /> Site Elevation= 610 ft <br /> Jurisdiction= City of Everett,Washington <br /> County= Snohomish County,Washington <br /> Structure <br /> Footprint Parameters <br /> Width= 34.80 ft mezzanine addition <br /> Depth= 19.05 ft mezzanine addition <br /> Height Parameters <br /> Number of stories= 2 <br /> Height,h= 12 ft mezzanine addition <br /> Mean Roof Height,MRH= 12.00 ft ASCE 26.2 mezzanine addition <br /> Wall Parameters <br /> Wall height,Main= 10.75 ft <br /> Loads <br /> Risk and Importance <br /> Seismic Importance Factor,le= 1.00 ASCE 7-10 Table 1.5-2 <br /> Load Case Factors <br /> ASD seismic load case factor= 0.7 ASCE 7-10 2.4.1 <br /> ASD dead load resisting case factor= 0.6 ASCE 7-10 2.4.1 <br /> Live loads <br /> Live Load Floor,LLfioor= 125 psf <br /> Dead loads <br /> Upper mezzanine floor= 15 psf <br /> Walls= 10 psf of wall area <br /> Seismic Loads <br /> Seismic analysis document: ASCE 7-10 <br /> Seismic analysis procedure: 12.14.8 Simplified Lateral Force Analysis Procedure <br /> Force level= Strength <br /> Mapped accelerations <br /> Ss= 1.442 Design Map Summary,attached <br /> Sl= 0.555 Design Map Summary,attached <br /> Site class= D ASCE 7-10 20.1 <br />