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= ! SE <br />A ENGINEERING• <br />12810 NE 178TH ST. STE. 218 <br />Woodinville, WA 98072• (425) 481-6601 <br />v 8.31.07 a <br />PROJECT: <br />0 <br />J©B#: q + f ('74aA-4 <br />BY: I elf - <br />DATE: <br />Job Name: GILMORE GARAGE <br />Site Address: 4012 Hoyt Ave <br />Everett, Wa 98201 <br />Jurisdiction: Snohomish County <br />Plans Bv: Christian Gladu Design <br />Plan Number/Job ID: Gilmore Garage <br />Design Specifications: <br />Building Type: <br />Importance Factor: <br />Basic Wind Velocity: <br />Wind Exposure: <br />Roof Snow Load: <br />Risk Category: <br />R: <br />% of Snow Incl. wl Seismlc: <br />Soil Site Class: <br />2016 IBC <br />Low -Rise, Simple Diaphragm <br />1.00 <br />110 mph (ASCE 7-10 Fig 26-1A ) <br />B (Strength Design Value) <br />25 psf <br />11 <br />6.5 <br />0 <br />D <br />Allowable Soil Bearing: 1500 psf <br />Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure <br />Seismic: ASCE 7-10 Equiv.Lateral Force <br />Spectral Response Accelerations, Ss: 135 % g S1 55 %g <br />Load Combinations: ASD Basic <br />Building Design Parameters: <br />Roof DL: 15 psf <br />Floor DL: 10 psf <br />Wall DL: 10 psf <br />Levels: 1 <br />Floor Level Names: Main <br />ENGINEER'S SEAL IS FOR LATERAL LOAD <br />DESIGN DUE TO SEISMIC AND WIND FORCES <br />AND FOR GRAVITY LOAD DESIGN OF ALL <br />BEAMS, COLUMNS, AND FOOTINGS. <br />