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BEAM CALCULA.TIONS <br />FOR ( CO Gi05—�! � <br />Cl��w�_��i(e � u�e c�ti�%J <br />PLAN ��I35���\3FT-8 <br />TO BE BUILT IN <br />EVCRETT, WASHINGTON <br />FOR <br />KYLE St BONN[E LOti:�NGRATII <br />Roof <br />C•loor <br />Cciling <br />Dcck <br />Intcrior �ti�all <br />Extcrior ���all <br />LOADI\'G <br />L� I'SF Dcad Load +'_> PSf Livc Load = 40 PSF <br />10 PSP Dcad Load + 40 PSF Livc Load = 50 PSF <br />5 PSF Dcad Load + 10 PSF Livc Load = I S PSF <br />� PSP Dead Load + GO PSF Livc Load = 65 PSF <br />= 07 PSF <br />= 10 PSF <br />DEFLECTION <br />IZoof = I/?h�l Livc Loud, l/?6D "rutal Load <br />Ploor = lldSO Live Load, l/+611Total Load <br />NOTE: This stamp applics to thc membcrs and <br />asscmblics dcscribcd in thcsc calculations only. <br />And is only � alid if it hns a wct stamp. <br />Architucts V`unhwcst Job No. Obll I6') <br />ARCEIITECTS NORTH�VEST, [nc. <br />iS91� 142"� Avenue NE Suite 100 <br />\Voodinvillc. �VA 95072 <br />(-{2�) -43�-d900 FA� (42�) -�37-6�3� <br />w�e�c.;\rchitects� W.cum <br />