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_' 2�3 <br /> �� <br /> TSE �'ROJECT: J08#: <br /> • Engineering• gy. cG �� J <br /> 12930 N.E.t78th(Stre;t � � 1� � r_2 <br /> Woodinville,WA 98072 � 425 481-6601 DATE: ( J J <br /> Job Name: Premier Communities <br /> Site Address: G�j-��9 <br /> Jurisdiction: �17� � ���� <br /> Plans Bv: Hackworth Group <br /> Plan Number/Job ID: A222 <br /> Desipn Specifications: 2009 IBC <br /> Building Type: Low-Rise, Simple Diaphragm <br /> Importance Factor: 1.00 <br /> Basic Wind Velocity: 85 mph <br /> Wind Exposure: B <br /> Roof Snow Load: 25 psf <br /> Occupancy Category: II <br /> R: 6.5 <br /> %of Snow Incl. w/Seismic: 0 <br /> Soil Site Class: D <br /> Allowable Soil Bearing: 2000 psf <br /> Analysis Procedure: Wind: ASCE 7-05 Method 2 <br /> Seismic: ASCE 7-05 Equiv.Lateral Force Procedure <br /> Spectral Response Accelerations, Ss: 130 % g S1 46 %g <br /> Load Combinations: ASD Basic <br /> Buildinp Desiqn Parameters: <br /> Roof DL: 15 psf <br /> Floor DL: 10 psf <br /> Wall DL: 10 psf <br /> Levels: 3 � P ly <br /> Floor Level Names: Upper Q�� '4' 1 t <br /> �� <br /> Main ,L � � <br /> Base f p� <br /> � <br /> ,r W <br /> �.C,t� ,p ��we9 G,`� <br /> ss�oN�'°�� <br /> OCT 2 4 2011 � - <br />