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� � CG p - <br /> BEAM CALCULATIONS <br /> � t—r�«. '� �{ I� ��a�e <<fy� <br /> FOR <br /> PLAN M4795A3SU-0DB <br /> TO BE BUILT AT <br /> . 4841 CLEI�IWOOD AVE <br /> EVERETT, WASHINGTON <br /> FOR <br /> POPOV RESIDENCE <br /> LOADING <br /> Roof I S PSP Ucad Load + 25 PSF Livc Load = 40 PSC• <br /> � f loor 10 VSF Dcad Load + 40 PSP Live Load = 50 PSF <br /> Ceiling � PSI� Dcad Lond + 10 PSP Livc Load = I S PSF <br /> Ucck � PSF Dcad Load + �}0 PSF Livc Load = �}� PSF <br /> Intcrior wall = 07 PSI' <br /> Gxtcrior wall = 10 PSF <br /> DEFLECTION <br /> Roof = 1/3G0 Livc Load. I/2a0 Total Load <br /> Ploor = Ud80 Livc I_oad, I/360"Ibtal Load <br /> , � � �`''r_�T[f`' . . . <br /> � Hr3GH�T'c�`i f � <br /> NO"fG: 'Chis stamp applics to thr mcmbcrs and }�.r . ` - <br /> assemblics dcscribcd in thcsc calculations unly. ' . ,r� Y P rr:�;;y�•'�' <br /> t�ll(I IS OIIIy V1G(I It Il I7:151 \vet stamp. . '�'r'��F�';.'�:r� -..�.. .. <br /> , <br /> 1 1 / 2 �3 / 05 <br /> � r\rchitccts Nurthwcst Job No. 0�10�3 ARCHITECTS NORTi1WEST� Inc. <br /> 1391� 143"`� �\venuc NB :iuitc 100 <br /> �Voodimillc. Wr� 981;72 <br /> (d25) 48�-�4900 1��A� (�425)d37-G>3� <br /> �����v.ArchitcctsN W.com <br />