Laserfiche WebLink
Por the reo�rd, HP #2 joists spaced at 1 G' on center and seeing a total load of <br />50 psf should be able to span a maximum of 15 fect considering the limitations <br />of s>>ear, moment and de(lection. These joists only span 9'-T', far less than the <br />allowable without the holes. <br />If you have any furthcr questions or concer��s, please do not hesitate to call. <br />'1'hank you. , <br />Sincerely, <br />�, <br />Michael P. McCann, SG <br />� <br />r�\ •�1•. .. . <br />�1=rZ"�l �% <br />��� �� , <br />Pac�'or2 . <br />, / <br />