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Structural Design Associates <br />North Star Building <br />2210 Hewitt Ave., Suite 401 <br />Everett, WA. 98201 <br />(425) 339-0293 <br />PROJECT NAME 124" St Everett <br />LOCATION Everett, WA <br />CODE CRITERIA <br />Job # <br />4151 <br />Date - <br />5/25/2006 <br />Design <br />HN <br />Building codes ........................ 2003 International Building Code <br />Building Department ................. <br />Seismic Accel............. :............ 126.1 % <br />Wind Zone ............................. 85 mph Exposure' C ' <br />SOILS CRITERIA <br />Soils Consultant ....................... <br />Report#................................. <br />Bearing Pressure........................ 1500 PSF (assumed) <br />Bearing Depths .................... :.... 18" Below Finished Grade <br />Other.................................... <br />MATERIALS CRITERIA <br />Concrete (28 Day Strength) <br />Foundations & slab on grade..... F'c = 2500psi (5 %z sack) <br />Structural Slab ..................... F'c = 2500psi (5 %a sack) <br />Walls ................................ F'c = 2500psi (5 % sack) <br />Columns ............................ <br />Other................................ <br />Reinforcing Steel — ASTM A-615 Grade 60 <br />Grade 40 (Field bent and all welded <br />Reinforcement) <br />Masonry (Hollow Conn. Units — Grade N) F'm = 1500psi <br />Solid Grouted F'm = 1500psi <br />Inspected? ❑ Yes ❑ No <br />Structural Steel Astm A - <br />Connectors ASTM A-36 Fy = 36ksi <br />Weld Electrodes E70 Fs = 21ksi <br />Wood <br />Sawn timber grades <br />Joists ............... <br />Purlins............. <br />Beams ............. <br />Posts ............... <br />Glu-lam lumber grade combination (24f-V4) simple span & <br />(24f-V8) for cantilevers or continuous beams <br />Plywood grade and/or index .......APA Rated <br />Roof 15/32 cdx — PI = 24/16 <br />Floor: 3 / 4 T&G cdx — PI = 48/24 <br />