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APPENDIX �4 - TYPICAL DEAD WEIGHTS OF LIGHT WEfGHT STRUCTURES <br />'Pypical dead wcights of light wood GameJ sWctvres <br />Typical cx�crior wall <br />Wcight of wall: <br />1 x 6 Ccdar siding I.5 ps( x.75 thick <br />ISN paper <br />'h CDX plywood 3.0 psf /inch <br />R-22 Insulation <br />? x G Smds ( I G' o.c. — 2.0 Ib/ft) <br />Sub Total <br />With 5/8" GW[3 (5 psf/inch) <br />Totul with 5/8 G1YI3 <br />Witli'/i' GWU <br />Total eith'k G1V.i <br />With 2-I/12 Pacc brick (25 ps�) fi�/: G\Vi3 <br />Typical light tlair.rys�cm ���itli 2 x 10 floorjoists I(i' O.C. <br />'b T& G Sub iloor (3.0 ps0inch) <br />2 x 10 loists ( I G" o.c — 337 Ib/1't) <br />Carpcting <br />5/S GW13 <br />or'k GN[3 <br />Towl with 5B C1V13 <br />Totul with'/x CN'13 <br />currwoEticr+ Cate: <br />& ENGINEERING,INC 6/17/2005 <br />fINCM/.l ANAlY511 \ dAGH <br />Yl,00(L SYSTEM <br />P�Yw000 � s�q�IG <br />2x6 r-eaM��G <br />R-�� or K-z2 Inlsu�./tnorJ <br />= 1.13 ps( <br />= I.00psf <br />= I.5 psf <br />= I.0 psf <br />= I.50 psf <br />= 6.13 psf <br />= 3.10 psf <br />= 9.23 psf (Use 10 pst1 <br />= 2.5 psf <br />- 8.63 psf (Use 10 psf� <br />= 32.5 psf <br />_ �.?5 ps( <br />= 2.53 psf <br />= 2.0 psf <br />= 3.1 rs( <br />= 2.0 ps( <br />= UI psf (Use 12 psf min) <br />= 9.23psf (Use w <f min) <br />Analysis Document: FOUNDATION R�PAIR <br />Job Number. E6�127 <br />Page: 13 <br />