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� Praject:Everett Meader and Stai� 1 of i,l <br /> , Designed By:Dana 8enton P.E. <br /> l.ocation:Everett,WA <br /> qient:i.awrence Houston <br /> Date:9/22R�14 � `►,��Z '_��` <br /> 1. 9'-5-1/8" Header(Glulam -Aliowabie Stress Design (ASD)) <br /> Applie+d toads: ' <br /> Dead Loads: ' <br /> Floor Loads: <br /> Decking�3/4"sheathing): 22psf <br /> Floor Covering: 2.Opsf <br /> Fili or Underlayment 3/4°gyperete: 7.Opsf <br /> Joists: 2.2psf <br /> Ceiling(1 layers of 5/8"gyp.board): 2.8psf <br /> Beam: 4.2psf <br /> Other(Misc.): 1.5psf <br /> TotaL• 21.9psf <br /> Use: 22psf <br /> Roof Loads: <br /> Roofing(composite roofl 2.Opsf <br /> Decking(3/4"sheathing} _ _ 2.2psf __ _ _ _ _ <br /> Rafters(roof trusses @ 2'-0"o.c.) 3.Opsf <br /> insuiation(batt} 22psf <br /> Ceiling(1layer of 5/S°gypsum board) 2.8psf <br /> _ Other(misc.) ' 1.5psf _ _ _ _ <br /> TotaL• 13.7psf ' <br /> _ _ _ _ __ _ _ _ _ _ ___ _ ___ <br /> Use: 15psf <br /> Exterior Wa11 Loads <br /> Exterior Wails:(2x6 studs w/plywood,insulafion,& <br /> 9YP�ard-13ft tall) 10psf <br /> Live Loads: (International Residential <br /> Rooms other than sleeping room: 40psf Code(IRC) -Tbl. R301.5) <br /> (Everett Amendments to <br /> Snow Loads: 25psf International Residential <br /> Code(IRC) -TbL R301.2(1)}_ <br /> Wind Loads <br /> Basic wind speed (3 sec. gust): (Everett Amendments to <br /> International Residential <br /> V3s:=85 mph=124.66fi f t �de(IRC) -Tbl. R30I.2{1)) <br /> s <br /> _ _ .__ _ _ _ _ _ _ _ _ <br /> F�cposure Category: B (IRC- R301.2.1.4) <br /> p,BE1Vp, <br /> _ _ _ ,qP� veas�,a�, _ <br /> _ _ �� , :.. a� <br /> ��' �'24� ,r <br /> °+� REcrsr�R�a �'> <br /> �SrONAL E�G <br /> �o�gr�� <br /> __ _ __ _ _ _ _ __ _ ___ ___ _ ___ <br /> .,_.�,-. 'E_. E . . ._. ..._ . _`.c` , .-._ , �? ..._ .� . kt .�. .. . ! 4�.... .. � .<... <br />