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DESIGN UVE AND DEAD LOADS <br />ROOF DEAD LOAD : ROOF TYPE 1 FLAT LOAD: ROOFTYPE2 <br />Compl Shingles Roofing = 6.0 PSF RR Comp. Shingles Roofing = 3.0 PSF <br />Sheathing/Insulation = 1.5 PSF RR Sheathing/Insulation = 1.5 PSF <br />2XRR@16"0C = 2.0 PSF RR 2X RR@ 16" OC = 3.0 PSF <br />2X CJ @16" OC = 2.0 PSF CJ = 0.0 PSF <br />Drywall Ceiling = 2.2 PSF CJ = 0.0 PSF <br />MPE = 1.0 PSF CJ MPE = 1.0 PSF <br />Future Solar Panels = 3.0 PSF CJ = 0.0 PSF <br />MISCELLANEOUS = 1.3 PSF CJ MISCELLANEOUS = 1.5 PSF <br />SUB-TOTAL = 19.0 PSF SUB-TOTAL = 10.0 PSF <br />SLOPE CORRECTION "X :12" I 4.00 I 1.05 PSF SLOPE CORRECTION "X :12" ~ 1.00 PSF <br />MISCELLANEOUS -0.01 PSF MISCELLANEOUS o.ol PSF <br />ROOF DEAD LOAD : = 20.0 PSF ROOF DEAD LOAD : = 10.0 PSF <br />ROOF SNOW LOAD : = §PSF ROOF SNOW LOAD : = E3 PSF <br />ROOF LIVE LOAD : = PSF ROOF LIVE LOAD : = PSF <br />TOTAL ROOF LOAD : = PSF TOTAL ROOF LOAD : = PSF <br />EXTERIOR WALL LOADS: SECOND FLOOR LOADS <br />Stucco = 10.0 PSF Finish flooring = 0.0 PSF <br />15/32" SHEATHING = 1.4 PSF 314" subflooring = 0.0 PSF <br />2X4@16" OIC = 2.0 PSF 2x12@ 16" oc = 0.0 PSF <br />R19 INSULATION = 0.4 PSF Int. non-brg wall = 0.0 PSF <br />112" GYPSUM BD. = 2.2 PSF 112" gypsum board = 0.0 PSF <br />MISCELLANEOUS = 1.0 PSF R19, MIPIE , & others = 0.0 PSF <br />TOTAL EXTERIOR WALL : = 17.0 PSF FLOOR DEAD LOAD : = 0.0 PSF <br />FLOOR LIVE LOAD : = 40.0 PSF <br />TOTAL FLOOR LOAD = 40.0 PSF <br />INTERIOR SHEAR WALL LOADS: FIRST FLOOR LOADS <br />112" GYPSUM BD. (B.S.) = DPSF I I <br />= D PSF <br />2x6@ 16" OIC = PSF = PSF <br />15132" SHEATHING = PSF = PSF <br />MISCELLANEOUS = PSF DECK DEAD LOAD = 0.0 PSF <br />TOTAL INTERIOR WALL : = 7.0 PSF DECK LIVE LOAD I o.ol PSF <br />... ,, ,, ~ <br />SOILSDATA: <br />11 <br />SOILS REPORT :I None Provided -Assume Code Minimum <br />GEOTECHNICAL ENGINEER :I Not Applicable-use code minimums jDATE OF REPORT : L NA <br />BASIC BEARING PRESSURE <br />PADS & CONT . FNDT. = Qa = 1,500 PSF ISOLATED FOUNDATIONS = I ol PSF <br />INCREASE FOR WIDTH = 0.0 % <br />INCREASE FOR DEPTH = 0.0 % <br />MAX . SOIL PRESSURE -Qa = 1,500.0 PSF <br />I o.ol ALLOW PASSIVE PRESSURE = I 0 .01 PCF EQUIV. FLUID PRESSURE = PCF <br />ALLOW SOIL FRICTION = 0 .3 <br />L