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Lateral Analysis by: <br />PI'I'ZER & ASSOCIATES, PLLC <br />S T R U C T U R A L F: N G I N G f R S <br />?722 Cnlby Accnuc. Swic 7L', <br />� Gacrett WA 98201 <br />oir�: �azs�3oa-smo <br />..Si � aua-�.:vra �mvl: IurtunytJ?k(��hnunvl com <br />'1.0 General Wind & Seismic design Criteria <br />Governinq Code <br />� om2o� a <br />Client: Capital Archdectsr <br />Project: Tracy Nails <br />P8A#: 14-128 <br />Calculated By: Tom Pitzer, PE <br />2012 INTERNATIONAL BUILDING COD[ (IBC) References in the nghl margin are: [Axx) ASCE 7-14 jlxx] 18C 2012, <br />[Nxx� NDS-12 <br />Scope of Proiect <br />A laleral analysis and design of a onc story Single Family Residence in the Ciry of [verett, WA. 98201 <br />Desian Criteria <br />RooF Floors Snow Walls <br />DeaA 1 oad !ROU- I.r�Psl .-F _�_� �__._1 r_____, <br />J DL = ���Pj 'RSL:'ZS�PS� LDL_= t� <br />__ '�_'� <br />Live Loa� fRIL� =�ZS'Psi :FLL:_ 40_psl <br />—� <br />Snaw LaaU Redupion: i SreC �- � :ISi :f :/?.,-. J/U?.ry <br />..�J <br />❑� Snow Load Redudion <br />Wind Desiqn Criteria <br />Basic Wind Speed <br />Wind Exposure Calegory <br />Design Method Used <br />Wind Speed Up Factor Kzt <br />Seismic Design Criteria <br />110 MPH <br />B <br />Enclosed Simple <br />Diaphragm Low Rise <br />1.00 <br />Seismic Importance Factor IE 1.40 <br />Seismic Design Category "D" <br />Short Pariod Acceleralion SS 1.2G91 <br />1-Second Acceleralion S� 0.4R24 <br />Seisinic Forcc Resisting System Bearing Wall <br />Response Moditcation Factor R 6.5 <br />DeRection Amplification Factor Ca 4.0 <br />Melhod Used Equivalent Laleral Force Procedure <br />System Overstrength Faclor C;o S.0 <br />15L Vcrsion 12.1 <br />1609.3 [I349j <br />1609.4 [I353] <br />28.5 [A302] <br />28.8.1 [A251 j <br />T 11.5.1 <br />11.6 <br />F 22(1) <br />F 22(2) <br />T 12.2-1 <br />T 12.2-1 <br />7 12.2•1 <br />12.8 <br />12.19.8 <br />jA67) <br />[A67j <br />[A213� <br />[A214j <br />[A73J <br />jA73] <br />(A73j <br />(A89j <br />[A73) <br />