Loading...
HomeMy WebLinkAbout4307 BLACK HAWK CIR - SPECIAL INSPECTIONS - 11/7/2000F _ :ip.4e11+�ed 7/ O' 13:34; 9`�iT 484 6454 --> FZ3VJC EFL 3T7S[�; maps 1=1/07/00 TUE 12:38 FAX 970 484 0454 TERRACON Z 002 November 7, 2000 Mr. Dave Montoya 4307 Black Hawk Court Fort Collins, Colorado 80525 E [7"GRIent'tt?Vindow c<,4307.13Iack.HawkC.ourt fart Collins, Colorado Project No. 20006152 Mr. Montoya, Irerracan 301 N. Howes - P.O. Bras 503 Fort Colkins Colorado BOS21-0503 (970) 4a4-0359 Fax, (970) Asa-0454 80016414 Per your request, we reviewed the structural requirements for cutting into the existing garden -level basement wall in order to create an opening for a 4040 window for the above referenced residence. The existing concrete garden -level basement wall can be cut in order to create the opening for the new 4040 window. The new window opening should not be located underneath the support for the steel floor beam. An 18 inch minimum width of existing concrete basement wall should be left intact underneath the support for the existing steel floor beam. Based on the span and the imposed loads, a double (2) — 2x6 Hem - Fir No. 2 header can be used for the wood window header for the new 4040 window. The wood window header should be supported on a minimum of two (2) - 2x4 posts/blocks at each end of the header. If you have any questions or need additional information, please contact us. ' 'Sincerely, TERFUACON ��p00 Rt��s William T. Templeton, P.E. Structural Engineer ii ,lti ari?V ,J K• �•. rt l��yP - . s; •'� Arizona's mwsae ■ Colorado ■ Geagla 1 Ideho ■ 111inals IN Iowa at Ksnsas M KenhIdry M Minnae018 M Missouri 0 Mornam Nebraska ■ Nevada ■ New Maxioo III OklahoM9 ■ UMWASoe ■ TOM ■ Utah ■ wlseonskl ■ Wyornln0 Quality Engineering Sinn 1W