Laserfiche WebLink
Seismic Design Loads (ASCE 7-16)for a Wood Framed Structure 7, 71 t� ,1 <br /> RISK CATEGORY II C_P a K?3 <br /> OCCUPANCY CAT. II Table 1.5-1 <br /> IMP. FACTOR 1 Table 1.5-2 <br /> SITE CLASS D Table 20.3-1 SEISMIC <br /> R = 6.5 Table 12.2-1 DESIGN CATEGORY D 11.6 <br /> Ss= 1.228 To= 0.11 <br /> S1 = 0.436 Ts= 0.53 <br /> Fa = 1.20 Table 11.4-1 TL = 6 Fig 22-14 <br /> F = 1.80 Table 11.4-2 T= 0.21 <br /> SDS= 0.982 Seismic Dead Load: 15 PST Roof <br /> SD1= 0.523 15 PST Floor <br /> 20Psf Walls <br /> CsuLT= 0.151 Eqn. 12.8-2 Wroor=l5 + 10= 25Pst <br /> CsASD= 0.108 Wnoo 10 + 10 + 10= 30Pst <br /> Vertical Design Loads <br /> Criteria <br /> ASCE 7-16 <br /> IBC 2018 <br /> Dead Loads <br /> Roof(Composit) 2.5 psf Flooring 1 psf <br /> 1/2" Ply 1.5 psf Sheathing 2.3 psf <br /> Rafter/Truss 2 psf Joist 2.6 psf <br /> Insulation 1 psf 5/8" GWB 3.1 psf <br /> 5/8"GWB 3.1 psf Misc. Mech 1 psf <br /> Misc./Mech. 2 psf 10 psf <br /> 12.1 psf <br /> Use 15 psf Use 15 psf <br /> Live Loads <br /> Snow 25 psf <br /> floor 40 psf <br /> Soil Bearing <br /> 2000 psf <br /> Project: Retych Residence Date: 4/4/2023 <br /> ulcr2011 Hoyt Ave. <br /> ENGINEERING Everett, WA 98201 Design: CRIB <br /> LLC <br /> C1 <br />