MC Baseline Landfill Freezer Slab

Provide 3,000 PSI conc. min w/ 6x6 10/10 WWF (or approved equal) unless noted otherwise; provide steel reinforcing w/3" min concrete cover at all footings and any reinforced concrete below the finish grade; pad footing shall be centered on column; footing design is based on sandy loam soil conditions and a soil bearing capacity of 2,000 psf, if other conditions should occur the owner shall retain the services of a soil engineer to evaluate, test and recommend footings designs suitable for conditions found. Architect shall be notified of such conditions and shall be provided w/copies of all related technical reports including soil testing and proposed footing design; all exterior slabs to receive a broom finish w/ridges in direction of slope; saw-cut control joints and expansion joints shall be located as shown. The general contractor can install additional joints if required to control cracking of slab and to ensure property slab construction, flatness, levelness and differential settlement. Foundations shall be verified and adjusted as per selected metal building manufacturer's design load uplifts prior to commencement of work. A. verify loading points from the metal building manufacturer and from the final metal building layout, prior to construction. B. provided additional bearing walls, columns and monolithic or strip type footings and/or column pads as required to meet loading conditions and applicable building codes; provide a/c pipe chases as required for each a/c conditioning unit. Verify location with a/c contractor. Provide sleeves in footings and/or foundation for lines, and communication lines (under slab); provide slab slope to floor drain (if applicable) to exterior of buildings and/or away from building if exterior slab. Contractor to secure soil testing prior to commencement of work and to provide architect a copy of report for review and commendation. Contractor to verify all current site conditions with civil engineering and survey documents by others as well as finished floor requirements and cut and fill of site as to provide a stable and secure high and dry building.

Division 03 -

Concrete, Cast-in-Place Concrete.