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s <br /> t:INLehtinen By___._.. Date <br /> Engineering Page No. ________ of <br /> 4 120 Hoyt Ave. <br /> Everett, WA 98203 <br /> (425) 252-2373 <br /> 5E151\4 iCi LOAD DIST.R1 B U_ i. O N <br /> \.SC.:11. 7-10 per 1i,yuivalent I_,atei-al Force . . <br /> 12.8-1 in ASCE 7-10 and equation 12.8-2 in ASCE 7-10: • <br /> W effective seismic weight S VDSs ::: seismic response coefficient: \ I) <br /> / _ occupancy importance factor == 1 per ASCE. 7-1.0 Section 11.5.1, and Table 1.5-2 <br /> R , response modification factor • <br /> .SDs -- design spectral response acceleration parameter in the short: period range <br /> Now, per ASCE 7--I0 Table 12.1.4-1 and equations 12.8-11 and 12-8--I2 in ASCE 7-10: <br /> R :=: 2 for ordinary reinforced masonry shear wall foundation <br /> R . 6.54 for framed walls with plywood <br /> 1 .._ CV - • . <br /> r la <br /> wk S <br /> (' x hX.__ <br /> I.>S' <br /> k <br /> . Fr—= i 06,90/Q1) <br /> _. F---- i} C �z 5TH <br /> = �{ �, i� , 5 --- !2 2 6 <br /> r..-" 1)Q., (3 537),Q)7.) <br /> `> , �� 5sl)Q x 122, 16 -_ 1 ) 3f <br /> 5 'I '----- F V c - <br /> DI 341 <br /> M I . >. o, 7( l Oj <br /> C.j <.. 2 <br /> o " SUS (7'1_7 , =� 0, I 4- <br />