HomeMy WebLinkAboutFOUNDATION DESIGN - 00-00032 - Madison High School - New Athletic Building4
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FNOL�ATIOti DESIGN FOR NLADIS 0 N. NUTLTj-pLTRPO.S-E BUILDING
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For Teton Wiest construction
1 } Foundat'011 conf zuration provided by,'Mike Bressler of Teton
West Construction
2) Foun t"1
On loads from Varco-Pruden Reactions Report
33 Concrete 28 day strength shall be 2500 psi minimum.. Slump shall be 3-4.5 in.
Reinforcement bars sha�I be AA�TM A� I � with FY = 402,000 psi.*
4) Concrete construction per ACI -3 18
5) A-Uowable soil beadng Pres� -&&� 3000 psf
fi} Rectangular piers shown o�x drau�gs may be replaced with cu-cular P vers formed byso�.otubes ifthe reinforcement is the samethe concrete aria is e uaI to tha
piers,, and there is suffcient cover for the reinforcement as requ=ired• q� Qf the rectangular
by ACI -318.
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