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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Carpeting = 2.0 psf <br /> 5/8 GWB = 3.1 psf <br /> or GWB = 2.0 psf <br /> Total with 5/8 GWB = 10 psf (Use 12 psf min) <br /> Total with GWB = 9.23psf (Use 10 psf min) <br /> Typical heavy floor system with TJI floor joists 16" O.C. & 1-1/2" of Gyp-crete 2000. <br /> • T & G Sub floor (3.0 <br /> psf/inch) 2.3 <br /> TJI 150 PRO 2.3 lb/ft @ 16 o.c. 1.7 <br /> Carpeting 2.0 <br /> 5/8 GWB 3.1 <br /> 1.5" Gyp-crete @ 115 pcf 14.4 <br /> Mech ceiling load 3.0 <br /> Total 26.5 psf <br /> Typical interior 2 x 4 wall with 16" o.c. studs <br /> • GWB (both sides) = 5.0 psf <br /> 2 x 4 studs (16" o.c. - 1.28 lb/ft) = 0.96 psf <br /> Insulation (optional) = 1.0 psf <br /> Total = 7.00 psf <br /> Truss roof system - with light roofing 6 psf <br /> Max truss weight = 3.5 psf <br /> • GWB = 2.5 psf <br /> R-38 insulation = 1.5 psf <br /> Roof covering (includes paper) = 6.0 psf <br /> • CDX Sheathing = 1.50 psf <br /> Total = 15 psf <br /> Stick Frame roof system - with light roofing :5_ 6 psf <br /> • GWB = 2.5 psf <br /> R-38 Insulation = 1.5 psf <br /> Roof covering (includes paper) = 6.0 psf <br /> • CDX Sheathing = 1.5 psf <br /> Subtotal = 11.5 psf <br /> with <br /> 2 x 8 - 2' o.c. (1.32 psf) = 12.82 psf <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 59 / 67 <br /> Copyright 0 2022 Custom Design&Engineering,Inc.An rights reserved. <br />