Specifications include, but are not limited to: 6.2. Building Construction Classification and Use Group: 6.2.1. Construction shall be Type V-B-Unprotected Wood Frame, Non-Sprinklered (as allowed by code) with the Occupancy and Use Group in compliance with the codes listed. 6.2.2. Footings - Footings will be sized according to building code and soil conditions. Footings shall be wet poured to meet or exceed local building code and soil conditions. Footer size and bearing capacity must be determined by contractor and approved before placement of concrete. 6.2.3. Loads for snow, wind and seismic shall follow the Building Classification Code for Type 5-1, Storage Building, based on the location of the building, unless specified below or as listed on the bid drawings, and may not be reduced. 6.2.4. Collateral Load - Additional imposed loads required by the contract documents other than the weight of the building system. These added loads shall include such items as mechanical, electrical, and ceiling systems. 6.2.5. Load Combinations - Load combinations used to design primary and secondary structural members shall be according to the governing code.