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Use of Sds fior Elements of Buildings

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Thought I had sent this message yesterday, but didn't see it on the list server, so here it is again:
 
I am designing a simple one story masonry building in a location where the Sds is 1.6. But since the structure meets all the requirements for design as a "Simple Bearing Wall" building, I am using a base shear per ASCE formula 12.14-11 which allows for a maximum Ss of 1.5 or an Sds of 1.0. I assume in reading ASCE section 11.4.1 and 11.4.4 that this lower Sds value can also apply to the design of the masonry walls and connections of walls to roof. Is my logic correct??
 
Thanks in advance,
 
Larry Hauer S.E.


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