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TRUSS REPAIR UTTF1N WO:350694 T1 J1 <br /> Vault is to be extended 0-5-8 right,and a new bearing is to be added at 17-2-12. <br /> Temporarily shore truss as required to ensure straight Nnes upon completion of repair. <br /> 1. Install new 2x4#1/#2 SPF web from new bearing to joint 5 above.(Cut ends accurately to bear.) <br /> 2. Apply%"APA rated 48/24 sheathing to each face of truss at(3) locations as shown, using construction adhesive at all contacting <br /> surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails <br /> installed in a staggered pattern. <br /> 3. Add lateral brace at(1) location as shown. <br /> 4. Install new bearing as shown. <br /> 5. Trim bottom chord to match vault requirement. <br /> See also SHEET 1 OF 2. VO r( <br /> I hereby certify that this plan,specification, 6x6 <br /> or rpt was prepared by ire or wider my t 1 <br /> direct supervision and that I am a duly : 1521 ,set est" �► <br /> Licensed and thalaws of dm State oft I aEngineerrunder the I _♦P <br /> gOBERT L.TWIT$ z * l0' <br /> i I/i7/it License 2 _,f.— AwllOglat* <br /> Date 0 <br /> [5x4] 4P / MO <br /> IIIIM\ <br /> 4x8 .'.„ �.�� <br /> 1- 11/10,1 <br /> eialir-.7- 7 <br /> � IrA 41-:"\a" Ilip-M40. <br /> � �� 7 ' ►� <br /> 6x12 ° -� <br /> 5x46 1 i' <br /> 81-d' .4i.....4._$5.-s-8 3x4 <br /> u—5— 0 ) <br /> i1 t <br /> 4.00 4 � '� IZ t <br /> I <br /> r7—2 —12 <br /> M Sitar z OF? zqy " 1 0 <br /> 13.00" <br /> - 0- 0 - 0- 0 A, 8- 7- 8 - 0- 0 <br /> I 0 1 / 11r 11 A 7 'f 1101 <br />