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Gravity Loading <br /> Roof Dead Load <br /> Roofing R:= 1.5•psf <br /> Insulation I:= 1.5.psf <br /> Ceiling C := 2•psf <br /> 1 t <br /> Sheathing t:= 0.5in SH:_ •0.4•psf = 1.6•psf <br /> .125in1 <br /> Structural Members S:= 2.5•psf <br /> Lights L:= 1•psf <br /> Mechanical M:= 1.psf <br /> Misc. MISC:= .9•psf <br /> DLrf:= R+ I+ C + SH+ S+ L+ M + MISC DLrf = 12•psf DLpv:= Opsf <br /> Floor Dead Load <br /> Flooring F:= 1.5•psf <br /> Insulation I:= 0-psf <br /> Ceiling C:= 0•psf <br /> Sheathing t:= 0.75in SH:= }O.4. sf=2.4•psf <br /> (.125in <br /> Structural Members S:=_3.4•psf <br /> Lights L:= l•psf <br /> Mechanical M:= 1.5•psf <br /> Misc. MISC:= 2.2•psf <br /> DL flr:= R+ I+ C + SH+ S+ L+ M+ MISC DL flr= 12•psf <br /> Wall Dead Loads <br /> Exterior Wood pext w := l Opsf <br /> Interior Wood Pint:= 9psf <br /> Live Lo a <br /> Roof LLrf := 20•psf Roof Snow Load SL:= 25psf <br /> Floor Live Load LL flr:= 40psf <br /> Deflection Criteria <br /> L L L L <br /> �rf TL 240 �rf 360 Aflr_TL 360 Aflr LL : 480 <br /> 01_Summary_Design Criteria.xmcd <br /> S2 <br />