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HomeMy WebLinkAboutPermit Correspondence 2004-9-17 Sep-20-04 lO:23A MOrlltr Eng & Building D 1+1) A-M ! MORTIER ENGINEERING. P.C. (5"'84-6859 P.Ol 1248 PEARL STREET EUGENE, OREGON 97<101 PHONE (541) 4lI4-808O. FAX (541) 181 8859 TOLLFREE1~~1~ / ,~T I"~ ," 1..'" ,"W""." /. l' ;' " 't~'~"""r" .. " . "'-.1 '~ .;~~.}~~'''~'J;'::'~'I .-< <~ .... '<~!lW~!~ P',h 01 "~ , ~lL,:- /" .,) . /.. Jd:..:..~, 1,:.:,:-. 'J. "Tl~,'Wn~p(l' " (\"';,~;~i'p \.,.- .',,'/\'1;\'.\">- ~, . ..-" STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT' PlAN CHECKING CONSTRUCTION INSPECTION September 17, 2004 Midway Manor 1625 Henderson Rd. Springfield, OR 97478 RE: 1625 Henderson Rd. - Revision To Engineering - W.O. #16118 As requested, the engineering dated 8/4/04 has been revised. The revisions are as follows: 1. The 4x12 beams specified in note 2 of the revision letter dated 815/04 can be replaced by 4x1 a's. 2. A 5%" diameter by .375" thick (schedule 80) ASTM A53 Grade B pipe can be installed inside the existing 6" diameter pipe specified in note 1 of the revision letter dated 8/5104. The 5%" pipe is required to bear on the footing and to have the perimeter welded with %' fillet welds to the 6" pipe. The 5%" pipe can extend above the top of the 6" pipe a maximum of 5'-0". A 2x6 filler block may be placed In the post cap so that the beam support is flush. Thank you for this opportunity to be of service. If you have questions regarding this report, please contact me at 484-9080. Sincerely, Bradley R. Myers, P.E.