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Strvctural Desi�n Associates <br />North Star Building <br />2214 Hecs�tt Ave., Suite 401 <br />Everet� WA 98201 <br />(425) 339-0293 <br />Iob# 30g� <br />Date 4- / I I /DS <br />Dcsign � <br />PR07ECTNrV�� f�AN �U�}�1 <br />LOCATION E V C P�ET7�� 1/J�, <br />CODE CRITERIA <br />Building codes ........................ 2003 Intemational Building Code <br />Building Department ................. <br />Seismic Desi� Categnry......... D <br />Wind Zone ............................. 85 mpli Exposure � D' <br />SOILS CRITERGI <br />Soils Consu(tant ....................... <br />Report# ................................. <br />Bea.ing Yressure ....................... 1500psf (assemed) <br />Bearing Depths ........................ IS" Below Finished Grade <br />Otl�er ... ... ... ... ... ... ... ... ...... ... ... <br />MATERIALS CRITERIA <br />Concrete (2S Day :itrength) <br />Foundations &,�lab on grade..... Pc = 2500psi <br />StructuialSlab ..................... Fc=2500psi <br />Walls ............... ................. Fc = 2500psi <br />Columns ... ... ... .. . ... ...... ... .... <br />Other................................ <br />Reinforcing Steel —1�STM A-615 Grade 60 <br />Grade 40 (Field bent and all welded <br />Rein.�orcx_:,ient) <br />Masonry (Hollow Conc. Units — Grade I� Fm = li00psi <br />Solid Grouted Fm =1500ps <br />Inspected7 Yes No <br />Structural Steel Astm A- <br />Coru�ectors ASTMA-36 Fy=361:si <br />Weld Electrodes E70 Fs = 21ksi <br />Wood <br />Sauv timber grades <br />Joists ... ... . .. ... . .. <br />Purlins ... ... ... . .. . <br />Beams ............. <br />Posts ............... <br />Glu-la�n lumber gade combination (24f-V4) sunple span & <br />(Z4f-VS) for cantilevers or continuous beams <br />PI}naood grade and/or index .......APA Rated <br />Roof.: 15/32 cd� — PI = 24/0 <br />Floor: 3/ 4 T�iG cd� — PI = 4S/24 <br />