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• <br /> • Gravity Loading <br /> Roof Dead Load <br /> Roofing R:= 1.5•psf <br /> Insulation I:= 2.0•psf <br /> Ceiling C := 2•psf <br /> Sheathing t:= 0.5in SH:— t •04•psf = 1.6•psf <br /> 125in . <br /> ) <br /> Structural Members S:= 2.5•psf <br /> Lights L:= 1•psf <br /> Mechanical M := 1.5•psf <br /> Misc. MISC:= 2.9•psf <br /> DLrf := R + I+ C + SH+ S+ L+ M + MISC DLrf = 15•psf DLpv:= Opsf <br /> Seismic Roof Dead Load <br /> SDLrf := DLrf -MISC = 12.1 psf SDLrf = 12 psf <br /> Floor Dead Load <br /> Flooring F:= 1.5•psf <br /> Insulation I:= 2.0•psf <br /> Ceiling C := 0•psf <br /> Sheathing t:= 0.75in SH:= t •0.4•psf =2.4•psf <br /> .I25in <br /> Structural Members S:= 3.4•psf <br /> Lights L:= 1•psf <br /> Mechanical M := 1.5•psf <br /> Misc. MISC := 3.2•psf <br /> DLflr:= R + I+ C + SH+ S+ L + M + MISC DLflr= 15.psf <br /> Seismic Roof Dead Load <br /> SDLflr:= DLflr= 15psf SDLflr= 15.psf <br /> Wall Dead Loads <br /> Exterior Wood pext w := l Opsf <br /> Interior Wood pint:= 9psf <br /> Live Loads <br /> Roof LLrf := 20.psf Roof Snow Load SL:= 25psf <br /> Floor Live Load LL flr:= 40psf <br /> Deck Live Load LLdeck:= I.5•LL flr=60 psf <br /> Deflection Criteria <br /> L _ <br /> Arf TL 240 �rf LL 360 flr TL 360 flr LL 480 <br /> 01_Summary_Design Criteria.xmcd <br /> 3 S2 <br />