9.1.    ANCHOR BOLTS
9.1.1    The building anchor bolts shall be designed to resist the column reaction.  The sizes and design shall be as specified by The Company. The building manufacturer shall furnish anchor bolt setting plans.  The anchor bolt sizes, gages, and spacing shown on the anchor setting plan are for cast in place J-bolt or stud anchors.
9.2.    FOUNDATIONS
9.2.1    The building foundations shall be designed by a qualified engineer and  support the building reactions and other loads required by the occupant's usage.  The foundation plans shall not be furnished by The Company