HomeMy WebLinkAboutPLAN - 94-00013 - Anderson Lumber - New Storage Building1 2 3 4 5 6 7 B
9'-0 FOR TYPES A & B
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Al— GRADE BEAM
PLAN VIEW — TYPES A. B & E
NOTES:
1, ALL CONCRETE SHALL CONFORM TO ACI 318-89,
CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 3000 PSI. ALL REINFORCING SHALL
CONFORM TO ASTM A615, GRADE 60.
CONCRETE SHALL HAVE A MINIMUM AIR CONTENT
OF 5% ENTRAINMENT t 19.
2. ALLOWABLE SOIL PRESSURE USED. IN THE DESIGN OF THE
FOUNDATIONS AND FOOTINGS IS 1500 PSF WITH AN
ALLOWABLE INCREASE OF 1.33 FOR 'MND.
ESA&B
EE
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(6) ;¢5 @ EQUAL SPACES TYPE E (4) 03
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(6) M5 @ EQUAL SPACES TYPE E
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