Laserfiche WebLink
�03 c3-c�r �l <br /> � Everett <br /> . , �PUBL/C N/OR/C5 � <br /> t�-'� =>>-'' ENGINEERING/PUBLIC SERV/CES DEPARTMENT I I I I' <br /> 2002 <br /> November 13, 2003 <br /> Mr. Mike McCann <br /> 12821 -49`h Drive SE <br /> Everett,WA 98208-9621 <br /> RE: 1709 Hewitt Avenue <br /> Dear Mike, <br /> The proposed wall anchora�es (I 1/07/03)cannot be accepted for the following reasons: <br /> i The proposed desi�n minimum forces ro be resisted (211 #/Ft. @ roof and 304 #/Ft. <br /> @ tloor) do not appear ro comply with UBC Chapter 16, Sections 1611.d and <br /> 1633.�.8.L (UCBCAll3.L3). <br /> i The proposed anchoraLe spacing of 10 feet exceeds the UCBC Section A113.L2 <br /> minimum of 6 feet. <br /> : The proposed actual pullout values for the rosettes are bised on allowable bearing <br /> stress which appears to be ereater than if based on the tension strength of the <br /> masonry (A value that can be assumed to be one (1) psi if the masonry is not tested.) <br /> : The allowable pullout values for the epoxy anchors are required to be derived by <br /> testing (UCBC Table A-I-E). Acceptable testing methods are UBC Std. 21-7 <br /> (enclosed) or as prescribed in "Seismic Resroration of Buildings;' Feb. 3, t999 <br /> published by the City of Tacoma. <br /> If you have questions. I can be reached at i�3�'�) 257-3810. <br /> Sincerely, � '. „-�-- <br /> , `` . , <br /> i µ <br /> Steve �[iller <br /> Associate En�,ineer <br /> En�losed <br /> CITY OF EVERETT • 3200 Cedar Street • Everett. WA 98201 • (425) 25i-8200 • Fax (425) 25i-8856 //Z <br /> UG01'VILLGWLLR �I>Vi.\5\�Ciw11G\\Il"f• <br />