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� TSE PRUJECT: JOB M: !�S/ <br /> ,•—� Engineering� BY'��' <br /> Woodinv IIe9WA 98072 �h(425)481-6601 DATE: d Z s � � ��� � � <br /> �- I Zc�� -oa � <br /> JobName: LENNAR <br /> Site Address: Greenfield Park Il � ��` �'��'�° � '' 1% <br /> Unit 23 <br /> Jurisdiction: City of Everett <br /> Plans Bv: Hackworth Design <br /> Plan Number/Job ID: C-921 <br /> Desiqn Specifications: 2009 IBC <br /> Building Type: Low-Rise, Simpte Diaphragm <br /> Importance Factor: 1.00 <br /> Bas�c Wind Velocity: 85 mph <br /> Wind Exposure: B <br /> Roof Snow Load: 25 psf <br /> Occupancy Category: II <br /> R: 6.5 <br /> 4; of Snow Incl. w/Seismic: 0 <br /> Soil Site Class: D <br /> Allo�vable Soil Beuring: 2000 psf <br /> Analysis Procedure: �Nind: ASCE 7-05 Method 2 <br /> Seismic: ASCE 7-OS Equiv.Lateral Force Procedure <br /> Spectral Response Accelerations, Ss: 130 %g Si 46 °og <br /> Load Combinations: ASD Basic <br /> Buildinq Desiqn Parameters: <br /> Roof DL: 15 psi <br /> Floor DL: 10 psf <br /> Wall DL: 10 psf <br /> Levels: 3 . '�j <br /> Floor Level Names; Upper �-L`t : �� .vi�� <br /> Main " '� * � <br /> Lower � <br /> b `� � <br /> � � <br /> �� 19v69 { <br /> �iP �F'c�s�r3i�" ,V` 'I <br /> r��,vAU �.r <br /> FEB 2 2 2013 <br />