Laserfiche WebLink
BUILDING WEIGHT <br />DESIGN CRITERIA <br />Code Used : 2022 CBC Concrete F'c : 2,500 psi <br />Building Code : 2021 IBC Steel Fy : 60,000 psi <br />LACity Requirement : Yes v <br />SOILS REPORT <br />NO SOILS REPORT Bearing Capacity : 1,500 psf <br />SEISMIC DESIGN PARAMETERS <br />Short Period, Fa :1.2 0.2 sec Fig 1613.5(1) Latitude : 33.752258 <br />Long Period, Fv :1.5 1.0 sec Fig 1613.5(2) Longitude :-117.834959 <br />Response Spectral : 129.40% 0.2 sec Fig 1613.5(3) Site Class : D <br />Response Spectral : 46.10% 1.0 sec Fig 1613.5(4) <br />BUILDING SUMMARY <br />Level Height Elevation Unit Weight psf Wall Weight <br />ft Dead Live Type psf <br />ROOF 15.00 15.00 9.95 10.00 Exterior 18.00 <br />Interior 10.00 <br />BUILDING WEIGHT <br />ROOF <br />Area <br />Type <br />L <br />(ft) <br />W <br />(ft) <br />H <br />(ft) <br />Area <br />(ft^2) <br />Dead Load <br />(psf) <br />Weight <br />(kips) <br />Roof 6,510.8 9.95 64.78 <br />Ext. Wall 62.00 24.00 7.50 18.00 11.61 <br />Int. Wall 124.00 48.00 7.50 10.00 12.90 <br />TOTAL ROOF AREA / LOAD 6,510.8 89.29 <br />35-24 UMIH Suite H_SANTA ANA_R0.xls, Building Weight <br />Page 2 <br />800 N Tustin Ave Unit <br />#H1/23/2025