Second Floor Load Capacity Sample Clauses

Second Floor Load Capacity. Landlord shall cause Landlord's Engineer to provide to Balchem Corporation the design load criteria used for the Building frame girders and columns and shall cause Landlord's Engineer to certify to Balchem Corporation that the load capacity of the second floor of the Building equals or exceeds 171 psf of total load and 115 psf of live load. If the Building's second floor does not have a load capacity that equals or exceeds 171 psf of total load and 115 psf of live load, Landlord shall cause the second floor of the Building to be reinforced to the satisfaction of Tenant's Architect so that it has a load capacity that equals or exceeds 171 psf of total load and 115 psf of live load.