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i <br />BEAM CALCULATIO�IS <br />FOR <br />PLAN S1715A2F-1 <br />C��oS-�rS <br />TO BE BUILT IN <br />6115 EAST DRIVE <br />CI'1'Y Or CVERI�.'C'I', WASHINGTON <br />FOR C�i��1✓V� i-�t�� ��aS� �xly) <br />/ <br />RCNASCENT IIONICS, LLC. <br />Roof <br />�loor <br />Cciling <br />Dcck <br />Intciior ���all <br />8xtcrior w:dl <br />LOADING <br />I� PS� Dcnd Load +?; PSF Li��c Load = 40 PS� <br />10 PSF Dcad Load + 40 PS� L.ivc Load = 50 PSF <br />5 1'S[' Dcad Load + 10 PSF Livc Load = 15 PSF <br />5 PSF Dcad Load + 60 PSF Livc Load = 65 PS� <br />= 07 PSF <br />= 10 PSF <br />DEFLECTION <br />Roof = 1/360 Live Loud. I/.�60 Total Load <br />Ploor = I/-450 Li��c Load. I/i(,U Tutal Load <br />NOTE: This stamp applics to thc mcmbcrs and <br />assemblics describect in these calculations only. <br />r�nd is only � alid if it has a�vct stamp. <br />tlrchilccts North���cst Job No. U601160 <br />ARCIiITECTS NORTHWEST, Inc. <br />1391 � 1�42°`� A��cnue NE Suitc 100 <br />\1'oodinvillc, 1VA 98072 <br />(425) 435-a900 FAX (d25) �87-6535 <br />�c����e. A rchi tcct s�l \V.cont <br />