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DESIGN LIVE AND DEAD LOADS <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" ~ 1.00 PSF <br />MISCELLANEOUS = o.oj 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" 0/C = 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 8D. = 2.2 PSF 1/2" gypsum board = 0.0 PSF <br />MISCELLANEOUS = 1.0 PSF R19, M/PIE, & 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 />1/2" GYPSUM 8D. (B.S.) = DPSF I I <br />= D PSF <br />2x6@ 16" 0/C = 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 />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 />L <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024