Laserfiche WebLink
2» AXIAL <br />0% ENGINEERING <br />¢51 GROUP, INC. <br />SHEET: <br />DATE:10/25/2012 <br />PROJECT:CATALINA <br />7251 OWENSMOUTH AVE. #4 STRUCTURAL & CIVIL DESIGN <br />CANOGA PARK, CA 91303 JOB No:212-013 <br />TEL: (818) 902-0200 FAX: (818) 902-0232 EMAIL: info@aeg-inc.net ENGR:LQ <br />DESIGN DATA: <br />ROOF LOADING:ROOF LOADING: <br />ROOFING <br />SHEATHING <br />FRAMING <br />CEILING & INSULATION <br />MISCELLANEOUS <br />TOTAL DEAD LOADING <br />ROOF LNE LOADING <br />FLOOR LOADING: <br />LT:WEIGHT CONCRETE <br />FLOORING <br />SHEATHING <br />FRAMING <br />DRYWALL <br />MISCELLANEOUS , <br />TOTAL DEAD LOADING <br />FLOOR LIVE LOADING <br />WALL LOADING: <br />= 5 psf <br />= 3 psf <br />= 4 psf <br />= 4 psf <br />= 2 psf <br />= lifilpsf <br />= 1Eilpsf <br />= 0 psf <br />= 0 psf <br />= 0 psf <br />= 0 psf <br />= 0 psf <br />= 0 psf <br />= psf <br />= iNIpsf <br />ROOFING =10 psf <br />SHEATHING =3 psf <br />FRAMING =4 psf <br />CEILING & INSULATION· =3 psf <br />MISCELLANEOUS =4 psf <br />TOTAL DEAD LOADING =||psf <br />ROOF LIVE LOADING =liEilpsf <br />(INTERIOR) <br />FRAMING <br />SHEATHING <br />DRYWALL 1-SIDE <br />DRYWALL 1-SIDE <br />INSULATION <br />MISCELLANEOUS <br />= <br />= <br />3 psi <br />3 psf <br />3.5 psf <br />3.5 psf <br />1 psf <br />2 psf <br />(EXTERIOR) <br />FRAMING <br />SHEATHING <br />DRYWALL & STUCCO <br />VENEER. <br />INSULATION <br />MISCELLANEOUS <br />= 4 psf <br />= 3 psf. <br />= 10 psf <br />= 14 psf <br />= 1 psf <br />2 psf <br />TOTAL DEAD LOADING =psf TOTAL DEAD LOADING =m@W <br />SOILS INFORMATION: <br />GEOTECHNICAL DATA FROM: <br />REPORT No:HGEI # 12-01-3093 <br />SOIL BEARING: <br />PASSIVE PRESSURE: <br />ACTIVE PRESSURE: <br />FRICTIONI FACrOR: <br />Harrington Geotechnical Engineering, Inc. <br />Dated:5/29/2012 <br />1500 psf <br />250 psf <br />psf <br />0.40 <br />SEISMIC COEFFICIENTS (2010 California Building Code) <br />Latitude = 33.76483917 N <br />Longitude = -117.8363647 W <br />Earth Materials and Site Class <br />Spectral Accelerations <br />Site Coefficients <br />Spectral Response Accelerations <br />Design Accelerations <br />Seismic Factor (Cs) <br />Short Period (0.2s)One-Second Period <br />Soil - SD <br />SS= 1.39 (g)Sl = 0.50 (g) <br />FA = 1.00 Fv = 1.50 <br />SMS = 1.39 (g)SMi - 0.75 (g) <br />SDS- 0.92 ®Sol - 0.50 (g) <br />Cs=(.92/6.5)Xl.3=.19 <br />Reference <br />from table 1613.5.2 and Section 1613.5.2 <br />from Figures 16133 (3) and 16135 (4) and USGS <br />from Table 1613.5.30) and 1613.5.3 (2) and USGS <br />from Equalions 16-37 and 16-38 <br />from Equalions 16-39 and 16-40