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. <br /> c.Continuing with the previous comment,steel column bases should be provided with <br /> collectors transferring the shear loads to the wood shear walls.The collectors and their <br /> connections to both the column bases and the walls should be designed for a 25%increase <br /> per ASCE 7-10 Section 12.3.3.4. <br /> RESPONSE:Added desi n of 25%increase use Sim son MSTl6O strap for transferrAil the shear loads <br /> from steel column to wood shear walls P 21-23 <br /> Miscellaneous: <br /> 20.This comment has not been addressed.The original comment addressed Details 4/AS.2 and <br /> 6/A5.2 show guards and their connections to the structure.The details do not appear to <br /> include revisions as stated in the response.The calculations pages referenced in the response <br /> were not included. See IBC Section 1607.8.1, The following comments should be addressed, <br /> RESPONSE: Added revised detail 3.8 Sht. S-2 and calculation for guard rail post. ipr. 4\ <br /> ii <br /> Please call(425)252-2373 if you have any questions. <br /> Thank you, <br /> Sincerely, <br /> rs)• <br /> .41. cik <br /> Le tinen, P.E. <br />