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Swctural Dcsign Associares <br />North Star E3uilding <br />2210 Hewitt Ave., Suitc 401 <br />Everett, WA. 98201 <br />(425)339-0293 <br />PROJECTNAME K�1f � �'�,�� i:CVC�%o,n{I <br />LOCATION fv�(1" �J� � <br />Joblt i5o(� <br />Date 12/13/2005 <br />Design NP <br />CODE CRITERIA <br />Building codes ........................ 2003 Intemational Duilding Code <br />Building Department ................. <br />Seismic Acceleration ................. S, = I 2 I��%g <br />\Vind Zune ............................. 85 mph L�posurc ' Q' <br />SOILS CRITERIA <br />Soils Consultant ... .................... <br />ReponN ................................. <br />Bearing Pressure ....................... 1500 psf (assumcdl <br />Bearing Dcptl�s ........................ 18" f3cloN� Finishcd Gradc <br />Other ... ... ... ... ... ... ... ... ... ... ... ... <br />MA"ITRIALS CR1TERlA <br />Concrete (28 Day Strength) \1inimum <br />Fowidations & slab on grade..... Pc = 2500psi <br />SwcturalSlab ..................... Pc=2500psi <br />R'alls ................................ Fc = 250Qpsi <br />Col umns ... ... ... ... ... ... ... ... .... <br />Oth er ... ... ... ... ... ... ... ... ... ... .. <br />Rcinforcing Slcel — ASTM A-G I S Gradc GO <br />Grade 40 (Picld bcnt and all wcldcd <br />Rcinforcemeni) <br />�\4asonry (Hollo�v Conc. Units — Grodc N) I�m = I SOOpsi <br />Solid Groutcd Pm = 1500psi <br />Inspcctecl? Ycs No <br />Swcmral Stcel AST�1 A- <br />Conncctors ASlT1 A-36 �y = 36ksi <br />Wcld Electrodcs G70 Ps = 21 ksi <br />Wood <br />Sa�tim timUergrades <br />J o i st s ... ... .. . . .. . . . <br />Purl i ns ... ... ... ... . <br />13 ca�n s .. . ... . .. ... . <br />Post s ... ... ... ... ... <br />Glula�n Iwnbcr graJe combination (24P-Vd) simplc span & <br />(24P-V8) for cantilcrcrs or continuous be.vns <br />Plywood grade m�d/or iodcc .......APA Ratcd <br />Roof: 15/;2 CDX — PI = 24/0 <br />Ploor: 3/ 4 TfiG CD\ — PI = a8/Z�1 <br />