Laserfiche WebLink
DESIGN LIVE AND DEAD LOADS <br />- <br />ROOF DEAD LOAD : ROOF TYPE 1 FLAT LOAD: ROOFTYPE2 <br />Comp. S h i ng le Roofing = 6.0 PSF RR Comp . Shingles Roofing = 3.0 PSF <br />Sheathing/Ins ulation = 1.5 PSF RR Sheathing/Insulation = 1.5 PSF <br />2X RR@ 16" OC = 2.0 PSF RR 2XRR@16"0C = 3.0 PSF <br />2X CJ @ 16" OC = 2.0 PSF CJ = 0.0 PSF <br />Drywa ll Ce il ing = 2.2 PSF CJ = 0.0 PSF <br />MPE = 1.0 PSF CJ MPE = 1.0 PSF <br />Fu ture Solar Panels = 3.0 PSF CJ = 0.0 PSF <br />MISCE LLANEOUS = 0.8 PSF CJ MISCELLANEOUS = 1.5 PSF <br />SUB-TOTAL = 18.5 PSF SUB-TOTAL = 10.0 PSF <br />SLOPE CORRECTI ON "X:12" I 5.00 I 1.08 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 />ROO F SNOW LOAD : = §PSF ROOF SNOW LOAD : = ~ PSF <br />ROOF LIVE LOA D : = PSF ROOF LIVE LOAD : = PSF <br />TOTAL ROOF LOAD : = PSF TOTAL ROOF LOAD : = PSF <br />EXTERIO R WALL LOADS: SECOND FLOOR LOADS <br />Stuc co = 10.0 PSF Finish flooring = 0.0 PSF <br />15132" SHEATHING = 1.4 PSF 314" subflooring = 0.0 PSF <br />2X4@ 16" OIC = 2.0 PSF 2x12@ 16" oc = 0.0 PSF <br />R19 INSU L AT ION = 0.4 PSF Int. non-brg wall = 0.0 PSF <br />1/2" GYP SUM BD . = 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" GY PSUM BD. (B .S .) = DPSF I I <br />= D PSF <br />2x6@ 16" 0 /C = PSF = PSF <br />15/32" SHEATHING = PSF = PSF <br />MI SCELLANEOUS = 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 ·: 1 No ne Provided -Assume Code Mini mum <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 ISOLA TED 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 />L