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Boise Cascade <br /> Engineered Wood Products <br /> Repair/Reinforcement Detail <br /> Headout Detail for Damaged BCI® / AJS® Joist <br /> Top flange and/or <br /> web notch <br /> • <br /> Structural panel backer block <br /> required at each hanger, <br /> min. 12"wide, nail with 10-10d <br /> nails, clinched <br /> Appropriate face <br /> mount hanger into <br /> • % adjacent joists <br /> Additional joist may 4 \ <br /> be required from <br /> header to header to <br /> support sheathing in <br /> open area, refer to BCl/AJS or <br /> A ro rate to � <br /> sheathing span rating. pp p p <br /> flange or face VERSA-LAM <br /> mount hanger into Headers <br /> header joist <br /> Note: Adjacent joists must be adequate to support additional load from <br /> damaged joist, analyze with BC Calc software. <br /> [R-41 Headout for Damage 12Page 1 of 1 r07/13 <br />