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� <br />3125/2015 Rick Heide P E. <br />De�ign Build 5ervice5, Inc. _ <br />Enginecrinp anA Coi�3tructim� Mana9cmcnt <br />26119 -1201 h 5t. 5.E , Monroc, W;1913272 <br />Phonc/fax A(360) 793�9659 <br />2�12 16C ASCE 7-10 Chapte.' 11 & 12 Earthquakc Loads <br />From http'l/earthquake.usqs qov/research/hazmapsldesiM/ <br />� <br />Alc ; GoliGzin - Evcrett Rcoidcncc 5ci,mic Upgradc Rcvicw <br />Lal 47.9497 <br />Long -122.525 <br />Ss 1.134 Fa 1 A464 <br />g � 0.448 Fv 1 552 <br />Assume Soil Profile � <br />Sms=Fa'Ss � � 87 <br />Smt =Fv'S1 0.695 <br />Seismic Design Category <br />Sds=213(Sms) 0.791 Dt <br />Sdt 0.464 <br />To seismic Load <br />Roof Snow Load 25 pst 0 psf <br />Roof �rea 5882 sf <br />ASCE Section 12.14 Simpi�fied Analysis <br />V=F'Sds'WIR F= 1.1 TwoSlory Cs <br />R V <br />Wood Shear Panels 6 5 V= 0.13 'W � �7Z <br />Sedion 12 14.3.1 3 Load Comhination for Allowabie Slress Design <br />Va=O 7'V <br />facbr <br />Wood Sliear Panels V= O.O�J 'W � <br />Loads W E <br />Roof 147050 <br />Poof Snow 0 <br />walls ' 40800 <br />Load to Roof 187850 17604 <br />walls 40800 <br />Floor 37590 <br />Walls 16500 <br />Load to upper 11oor 9489� 8�9Z <br />E - Building 282740 26496 <br />Page <br />6�� <br />