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PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> 2 APPENDIX <br /> 2.1 APPENDIX A— TYPICAL DEAD WEIGHTS OF LIGHT WEIGHT STRUCTURES <br /> Typical dead weights of light wood framed structures <br /> Typical exterior wall <br /> ' fLao(L SiSiEA <br /> ►z. <br /> Pt,Y,)aoo st[�►.ICi <br /> '(1 <br /> Ca <br /> �r 5/8, 2)(6 FfCAn��►.lCa <br /> c ZZ (NsoLATioN1 <br /> S�As;1(uwog. <br /> 0. <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 li" GWB = 2.5 psf <br /> Total with 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 /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 15 / 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />