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Titus remodel
2 messages
Michael Strumph <michael@paengineers.com>
To: drtitus0171@gmail.com
Dale,
rage 1 of 1
Dale Titus <drtitus0171@gmail.com>
Thu, Mar 27, 2014 at 10:57 AM
Attached are two sketches showing the framing changes you requested, as well as another sketch
addressing the reduced allowable bearing pressure for the site. I spoke with Steve Pawlak from HP
Geotech yesterday and he indicated that the soils on site are only good for 1000 psf rather than the 1500
psf we originally assumed. We double checked our actual bearing pressures and no modifications to the
design were required to meet the reduced allowable bearing pressure.
Please let me know if you have any questions or if there is anything else you need.
Thanks,
Michael Strumph P.E.
,i 1 1 I:_,LU $Sv:.1,\ ILS .LNOINEERS, 1N(..
STRUCTURAL C 0 N S U L l ANTS
1215 grand avenue. p.o. box 751
glenwood springs. co 81602
phone: 1970) 915-9695 email: anchae g_paen ncers.com
Titus SK-2-5.pdf
2870K
Dale Titus <drtitus0171 @gmail.com> Thu, Mar 27, 2014 at 3:36 PM
To: Michael Strumph <michael@paengineers.com>
Thanks Mike
Dale
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https://mail.google.com/mail/u/0/?ui=2&ik=102e6c6306&view=pt&search=inbox&th=145... 3/31/2014