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— TSE PROJECT: JOB;#: 6131 <br />— V <br />. Engineering . BY: �7 <br />12930 N.E. 178th Street Yf L <br />Woodinville, WA 98072•(425)481.6601 DATE: I1/lZ9 0ZQF 3__ <br />Job Name: BMC WEST <br />Site Address: Marysville, We <br />Jurisdiction: Snohomish County <br />Plan Number/Job ID: Interior Remodel l 1 l vti 1 i l c (� (.S _ C \'O <br />Design Specifications: <br />2006 IBC <br />Building Type: <br />Low -Rise, Simple Diaphragm <br />Importance Factor: <br />1.00 <br />Basic Wind Velocity: <br />85 mph <br />Wind Exposure: <br />B <br />Roof Snow Load: <br />25 psf <br />Occupancy Category: <br />II <br />R: <br />6.5 <br />%of Snow Incl. ,v/Seismic: <br />0 <br />Soil Site Class: <br />D <br />Allowable Soil Bearing: <br />Analysis Procedure: <br />Spectral Response Accelerations, Ss: <br />Load Combinations: <br />Building Design Parameters: <br />Roof DL: <br />Floor DL: <br />Wall DL: <br />Levels: <br />Floor Level Names: <br />STRUCTURAL ENGINEERING ADDITIONAL <br />REQUIREMENTS OR CHANGES TO PLANS <br />ARE AS SHOWN ON SHEETS 30 <br />THROUGH 32 OF THESE CALCULATIONS <br />WITH NOTES, SCHEDULES & DETAILS <br />PER DRAWING No.S-1 <br />1500 psf <br />Wind: ASCE 7-05 Method 2 <br />Seismic: ASCE 7-05 Equiv.Lateral Force Procedure <br />122 % g <br />ASD Basic <br />12 psf <br />12 psf <br />10 psf <br />Upper <br />Main <br />S1 43 %g <br />1ri <br />ENGINEER'S SEAL IS FOR LATERAL LOAD <br />DESIGN DUE TO SEISMIC AND WIND FORCES <br />AND FOR GRAVITY LOAD DESIGN OF THE <br />NEW ADDITION ONLY. DESIGN OF THE <br />EXISTING STRUCTURE IS BY OTHERS. <br />EXCEPTIONS: N(JAJE <br />