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' DESIGN LIVE AND DEAD LOADS <br />. ., <br />' . .: <br />j <br />ROOF DEAD LOAD : ROOF TYPE 1 FLAT LOAD : ROOFTYPE2 <br />Comp . 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 />2X RR@ 16" OC = 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 System = 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" COJOl 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 : = § 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 3/4" subflooring = 0.0 PSF <br />2X4@16" OIC = 2.0 PSF 2x12@ 16" oc = 0.0 PSF <br />R191NSULATION = 0.4 PSF Int. non-brg wall = 0.0 PSF <br />1/2" GYPSUM BD. = 2.2 PSF 112" gypsum board = 0.0 PSF <br />MISCELLANEOUS = 1.0 PSF R19 M/P/E, & 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 80 . (B .S.) = DPSF I I <br />= D PSF <br />2x6@ 16" OIC = PSF = PSF <br />15/32" SHEATHING = PSF = PSF <br />MISCELLANEOUS = PSF DECK DEAD LOAD = 0.0 PSF <br />TOTAL INTERIOR WALL : = 7.0 PSF DECK LIVE LOAD I o.oj PSF <br />SOILS DATA: <br />"' <br />SOILS REPORT : 1 None Provided -Assume Code Min imum <br />GEOTECHNICAL ENGINEER :I Not Applicable -use code minimums I DATE OF REPORT: I 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 />ALLOW PASSIVE PRESSURE = I 0.01 PCF EQUIV. FLUID PRESSURE = I o.ol PCF <br />ALLOW SOIL FRICTION = 0.3 <br />2325 W Mark St - <br />1011185516/17/2024