Laserfiche WebLink
1 <br />rb• L�. lUd S:Z:F��"� iosniR ea�ineer;�3 <br />�� KaSN I K <br />.�� EIVGINEERINC <br />ATT'N: Jim Reams <br />COAIPANY: Gaffney Construction <br />FAt►: <br />CK�A <br />Hard Copy to Foilow via Mail: <br />Nc.0;i1 , 1 <br />FAX ME�1lO.ItAND UM <br />DATE: <br />PROJECT: <br />KE JOB N0. <br />PAGES: <br />1'es ❑ No � <br />2/23/04 <br />D�sayne Lane Dodge <br />03-067 <br />lofl <br />As requested during m} site visit oo Februazy 17, 2004, I have revie�veci the following two cnndi6ons: <br />(? ) Ledger attachmrnt along the k�esi sidc of the two-story addition, which is to teccive the roofjoist <br />over t�e ewsting drive•tiuv bay. <br />(?) Shear wtill attachment to d�e second floor sheathing (shear �vall betweer office 106 and 107). <br />The results of my revizw aze as follou�s: <br />(t ) 7'he ledger requues ttvo 1/2 inch diameter lag bolts at eacdi stud (16" o/c). One U2-inch di,uneter <br />by 7 inch lag bolt is already installed. The second lag bolt should bz no less than 112-inch <br />diazneter by 8 inches loug. <br />(2) The st�ear wall attachment to the floor sheathiug is acceptaole as installed. <br />If you should ha��e aay questions, please give ate a call. <br />< <br />Daniel <br />Primcipal <br />Kosnik Euginearing <br />6\IU�'c., <br />� � F% � ,:f <br />�'LiU:t <br />�'�a`n,�r �'u�vs�. <br />Phone:(42�)743-7004 Fax:(425)i43-1848 <br />16300 Mill Creek Bl��d., Suite 105 <br />Mill Crcek, WA 9�012 <br />