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f <br />:NG/NEER/NG / PUBLIC SERV/CES DEPARTMEIIIT <br />May 19, 2005 <br />Dopg Engelson <br />Impression Design <br />2418-C Califomia Street <br />�vcrett, WA 98201 <br />Project: <br />Job Address: <br />Pla�i Review No: <br />Dcar Mr. Engclson; <br />La Hacienda <br />G20 SE Everett Mall Way #200 <br />80504-020 <br />Purtl�er clarification is rcquired for tl�c following items based on thc original revie�v <br />Icttcr dated April 26, 2005 and the rcply received on May 9, 2005. Those items not <br />addressed below havc becn satisficd. See original letter for code referenccs not shown. <br />In order for tlie processing of your application to continuc, it will bc necessary to <br />provide tlic Building Division witli hvo complcte ne�v sets of drawings reflecting <br />tLc corrections rcqucsted. <br />1. The new wrb ucccss ramps shown in Detail 1/1 sliould not project into tltie <br />accessiblc access aisle. Tlic cut sliould be made entirely widiin the sidewalk. <br />As the distance from the hcad of thc ramp to lhc wall will be less than 4 fect, all <br />slopes (sides and main) should Ue shown at a maximum of 1:12. ANSI Sections <br />406.4 & 504.2 <br />2. Please provided beam to column con�iection details tliat occur at splices of <br />differing sized beams and �vherc bcams are perpendicular to each otl�er. <br />3. Plcasc idcntify what is to be used for the indicated drag strut, how roof <br />diapliragrn forces are transfened to the drag strut, and how the drag strut force is <br />transferred to the shear wall. <br />4. The plans sliould include anchor Uolt specifications whcre sill plates are <br />anchored to existing concrete. <br />5. P(ease includc tlre requiretttcnt for spccial inspection of thc seismic rorcc <br />resistance system as requircd by Sections 1707.1 & 1707.3. <br />CI1Y OF EVEREfT • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8856 <br />� <br />C <br />