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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> APPENDIX A—TYPICAL DEAD WEIGHTS OF LIGHT WEIGHT STRUCTURES <br /> Typical dead weights of light wood framed structures <br /> Typical exterior wall <br /> FLoog. SYSTEM <br /> pG,0c,D 1str)v.le) <br /> of ZCr r:e-AM,1",1(1 <br /> 1Z-12. OSot_ArtoN1 <br /> 5L05,6 <br /> i <br /> Weight of wall: <br /> 1 x 6 Cedar sidingl.5 psf x .75 thick = 1.13 psf <br /> 15# paper = 1.00 psf <br /> CDX plywood 3.0 psf /inch = 1.5 psf <br /> R-22 Insulation = 1.0 psf <br /> 2 x 6 Studs (16" o.c. - 2.0 lb/ft) = 1.50 psf <br /> Sub Total = 6.13 psf <br /> With 5/8" GWB (5 psf/inch) = 3.10 psf <br /> Total with 5/8 GWB = 9.23 psf (Use 10 psf) <br /> With ;1" GWB = 2.5 psf <br /> Total with i>1 GWB = 8.63 psf (Use 10 psf) <br /> With 2-1/12 Face brick (25 psf) & GWB = 32.5 psf <br /> Typical light floor system with 2 x 10 floor joists 16" O.C. <br /> T & G Sub floor (3.0 psf/inch) = 2.25 psf <br /> 2 x 10 Joists (16" o.c - 3.37 lb/ft) = 2.53 psf <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 58 / 67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved. <br />