Adj. Foundation.tifAaron J. Halberg, P.E. aaron@halbergengineering.com
10335N Duffy Road HALBERGPh: (866) 694-8602
HAYWARD WI 54843 ENGINEERING LLC Fax: (866) 391-0916
SPECIALISTS IN POST FRAME ENGINEERING
www.hgI2 rggn_qJn,�erin cc�rQ
July 17, 2013
Adjusted Foundation Design Criteria: to v \
In lieu of a certified soils test, the construction project has elected to presume 1,500psf safe bearing capacity for the foundation design
and also confirm that the design is valid with.2,500psi concrete to avoid special inspections requirement.
The adjusted details from Page 2 of the drawings are presented below. Any scale noted will not likely be accurate since these are
screenshots from the actual drawing file, pasted into a Word Document for ease of transmission. Additional calculations are available
upon request, if required.
Thank you, OSC RECEIVED
LYI, AARON I
JUL 20 ,,
v p HALBEt ' f ;! jII
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Aaron J. Halberg, P.E. aaron@halbergengineering.com
10335N Duffy Road HALBERG Ph: (866) 694-8602
HAYWARD WI 54843 ENGINEERING LLC Fax: (866) 391-0916
SPECIALISTS IN POST FRAME ENGINEERING
www.halbgLgeD(ng
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HALBEV
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