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Wind Loading: <br />Risk Category = II Table 1.5-1 <br />Wind Speed (mph) = 95 Fig. 26.5-1B <br />Exposure Category = C Sec. 26.7.3 <br />Seismic Loading: <br />Importance factor Ie = Fa =1.200 SDC = D <br />°v =1.800 R =6.5 <br />Site Longitude =°SMS =1.908 g Ωo =2.5 <br />SS =g SM1 =1.064 g Cd =4 <br />S1 =g SDS =1.272 g Cs =0.196 g <br />Site Class =SD1 =0.709 g <br />Gravity Loads: <br />Beam self wt. = 32 pcf 0.22 <br />ROOF (R): <br />Roof Pitch*4.00 : 12 <br />*Fiberglass/Comp 5.3 psf * <br />*5/8" Sheathing 2.1 psf * <br />Roof Framing 2.3 psf <br />R-38 Insulation 0.7 psf <br />5/8" Drywall 2.8 psf <br />Misc. 1.8 psf <br />DL 15.0 psf <br />Lr 20.0 psf <br />EXTERIOR WALL (EW):INTERIOR WALL (IW): <br />Stucco 10.0 psf 1/2" Drywall 2.2 psf <br />3/8" Sheathing 1.2 psf 2x4 Wall Framing 1.5 psf <br />2x6 Wall Framing 2.0 psf 1/2" Drywall 2.2 psf <br />R-21 Insulation 0.6 psf -0.0 psf <br />1/2" Drywall 2.2 psf -0.0 psf <br />-0.0 psf -0.0 psf <br />Misc. 1.0 psf Misc. 1.1 psf <br />DL 17.0 psf DL 7.0 psf <br />1.000 <br />Wind Press. (psf)A B C D <br />W1 23.3 -7.0 14.6 -4.1 <br />0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 <br />Page 212/06/202424-0303-ST <br />1925 E Fruit St <br />2/26/2025