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Lateral Analysis by: <br />PITZER & ASSOCIATES <br />S I R C C T D R A L E N G I N E E R S <br />2722 Colby A%=w, Suite 722 <br />EveretL WA 99201 <br />1 Office : (425)30&9070 <br />Fax r42525&3792 <br />tnmmyl 2k.mbotmail coot <br />1.0 General Wind & Seismic Design Criteria <br />4/13/2007 <br />Ciient: <br />Area Home Planners <br />Project: <br />Nguyen/Binh Addition <br />P&A#: <br />07-178 <br />Calculated By: <br />Tom Pitzer, PE <br />Governing .ode <br />2003 INTERNATIONAL BUILDING CODE (IBC). All references in the right margin are <br />2003 IBC unless specifically noted otherwise [Page numbers] <br />Scope of Project <br />A lateral analysts and design of a two story Single Family Residence in the City of Everett WA. <br />Design Criteria <br />Roof Floors Snow Walls <br />Dead Load RDL:= 15 psf FOL:= 10list RSU= 25-psf WDL:= 10list <br />Live Load RLL:- 25list FLL:= 40 psf <br />Snow Load Reduction: Sred := 0 <br />0 Snow Load Reduction <br />Wind Design Criteria <br />Basic Wird Speed <br />Wind Exposure Category <br />Wind Importance Factor Iw <br />Design Method Used <br />Seismic Design Criteria <br />Seismic Use Group <br />Seismic Importance Factor I <br />Seismic Design Category <br />Site Class <br />Short Pei od Acceleration SS <br />1-Second Acceleration St <br />Seismic Force Resisting System <br />Responso- Modification Factor R <br />Deflection Amplification Factor Ca <br />Method Used <br />2SL Version 6.4 <br />65 MPH 16093 (284) <br />B 1609.4 [290[ <br />1.00 1604.5 (272] <br />Simplified <br />1616,2 [326] <br />1.00 <br />T 1604.5 <br />[272] <br />"D" <br />1616.3 <br />[326] <br />"D" <br />T 1615.1.1 <br />[322] <br />1.50 <br />F 1615(1) <br />[304) <br />0.50 <br />F 1615(2) <br />[304) <br />1. K. <br />F 1617.6.2 <br />[334] <br />6.5 <br />F 1617.6.2 <br />[334] <br />4 <br />F 1617.6.2 <br />[334] <br />Simplified <br />