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. o���od�� <br />� ��� , �, ,. ,:,�. <br />l BEN WILSON & ASSOCIATES <br />4205 148TH N.E. SUITE 310 EVERETT <br />BELLEVUE� WA. 48007 CITY OF <br />c2o6> eai-55ii lnspection Dept. <br />S T R U C T U R A L C A L C U L A T I O N S • <br />PROJECT: 1F1�� _r E�K �An�C+� .r.Clt/R.�'C�•. DATE: _ t"�3/ B�'---- <br />------�---- ��-� T�5 <br />LOCATION:_�V��� 1.41A__________ BWA JOB N0:_�� �__ <br />BUILDING CODE:_ ��g%� u,,'�________ � <br />LOl�.DS: <br />ROOE DEAD LOAD ��7 PSF tL00R DEAD LOAD ��a• P3F <br />' ROOF LIVE LOAD �'2� PSF FLOOR LIVE LOAD .� �4; pSF <br />• ROOF TOTAL LOAD� Q 2 PSF FLOOR TOTAL LOAD <br />OTHER FLOOR LOADS: 2bAlyDwfLK- - �L�t'SF <br />WIND LOADS: P����� PSF Cs* Cq■ qs� I' <br />SEISMIC LOADS: 2■,'15 I• I;a K� I� 33 CS� • 14 W■ 2l7� Z KIPS <br />\_ RETAINING.WALLS: �%� PCF CECUIVALENT FLUID PRESSUR6) <br />FOOT.T.iiGS: peoil ��� PSF iA�ur�n> <br />GEOTECHNICAL REPORT: ��vNE hVAIt,ABIF� DATED: <br />MATF_RIAL AL�.OWABLE STRESSES: <br />CONCR6TE: 1. f'c■ 2�� PSf <br />2. £'c: PSI <br />REINFORCING STEEL Fy � �� KSI <br />Fa ■ KSI <br />S7RUC1'URAL STEEL ASTM p/p�./� Fy� KSI <br />Fa■ KSI <br />GLUE-LAMINATED BEAM3 COMB: Non� Fb■ psi <br />Fv■ pg= <br />SAWN LUMBER AS IdOTED ON THE DRAWINGS OR IN THE GENERAL NOTE3. <br />.' J <br />PLYWOOD <ROOF>: l��NE , <br />( PLYWOOD (FLOOR): NONE <br />\_ <br />