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DESIGN LIVE AND DEAD LOADS <br />- <br />ROOF DEAD LOAD : ROOF TYPE 1 ROOF DEAD LOAD : ROOF TYPE2 <br />Comp . Shingles Roof = 6.0 PSF RR = 0 PSF <br />Sheathing/Insulation = 1.5 PSF . RR = 0 PSF <br />2X RR@ 16" OC = 2.0 PSF RR = 0 PSF <br />2X CJ@ 16" OC = 2.0 PSF CJ = 0 PSF <br />1/2" Gypsum Ceiling = 2.2 PSF CJ = 0 PSF <br />MPE = 1.0 PSF ' CJ = 0 PSF <br />= 0.0 PSF CJ = 0 PSF <br />MISCELLANEOUS = 1.8 PSF CJ = 0 PSF <br />SUB-TOTAL = 16.5 PSF SUB -TOTAL = 0.0 PSF <br />SLOPE CORRECTION "X :12" I 3.00 I 1.03 PSF SLOPE CORRECTION "X :12" ~ 1.00 PSF <br />MIS CELLANEOUS = o.ol PSF MISCELLANEOUS o.ol PSF <br />ROOF DEAD LOAD : = 17.0 PSF ROOF DEAD LOAD : = 0.0 PSF <br />ROOF SNOW LOAD : = § PSF ROOF SNOW LOAD : = § PSF <br />ROO F 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 = 5.0 PSF <br />15/32" SHEATHING = 1.4 PSF 314" subflooring = 2.2 PSF <br />2X Studs@ 16" OC = 2.0 PSF 2X FJ@ 16" oc = 3.0 PSF <br />R191NSULATION = 0.4 PSF = 0.0 PSF <br />1/2" GYPSUM BD. = 2.2 PSF 1/2" gypsum board = 2.2 PSF <br />= 0.0 PSF = 0.0 PSF <br />MISCELLANEOUS = 1.0 PSF R19, M/P/E, & Others = 2.6 PSF <br />TOTAL EXTERIOR WALL : = 17.0 PSF FLOOR DEAD LOAD : = 15.0 PSF <br />FLOOR LIVE LOAD : = 40.0 PSF <br />TOTAL FLOOR LOAD = 55.0 PSF <br />INTERIOR SHEAR WALL LOADS: FIRST FLOOR LOADS <br />1/2" GYPSUM BD . (B.S .) = D PSF Enter Materials here = D PSF <br />2x6@ 16" 0/C = PSF Enter Materials here = PSF <br />15132" SHEATHING = PSF Enter Materials here = 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 />SOILS DATA: <br />SOILS REPORT :I <br />GEOTECHNICAL ENGINEER :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 .0, PCF EQUIV. FLUID PRESSURE = I o.ol PCF <br />ALLOW SOIL FRICTION = 0 .3 <br />2234 S Center St #100 - <br />1011186658/13/2024