Building

InspectorChris Andrejka

InspectorChris Andrejka

all foundation work associated with footing and foundation permit complete. waiting for fees to be paid for reviewing of updated plans to close out footing and foundation permit.

InspectorChris Andrejka

remaining wall ok to pour.

InspectorChris Andrejka

remaining footings for retaining walls around volleyball court. There are revised plans that have been submitted for review.They show a portion of the wall on the exterior bar building being redone.

InspectorChris Andrejka

retaining walls around the bags/cornhole courts and the south and west walls.

InspectorChris Andrejka

footings for south and west retaining walls on the exterior of the volleyball courts and around the bags/cornhole courts.

InspectorChris Andrejka

wall between volleyball courts and outdoor seating area and column footings supporting overhang at covered patio.

InspectorChris Andrejka

footings for the retaining wall supporting the patio deck adjacent to the volleyball courts and the outbuilding.

InspectorChris Andrejka

remaining exterior walls on main building.

InspectorChris Andrejka

exterior drain tile at dropped portion of foundation at bowling lanes area. Horizontal perimeter insulation on interior of both buildings will be inspected under the full building permit when the slab is poured under permit AV133660.

InspectorChris Andrejka

exterior wall poured wall from grid line G,1 east and down towards D,8.

InspectorChris Andrejka

remaining main building footings per approved plans.

InspectorChris Andrejka

the foundation on interior has rigid foam to bottom of footing.

InspectorChris Andrejka

strip footings starting at grid line 1 between D.1 and E up to strip footings with pads starting on grid line 8 between grid lines D and E. the soils issue has been resolved the email chain with the EOR has been saved to laserfische.

InspectorGeorge Dorn

Need an email from the engineer of record indicating the thickness and type of rock added under the footings of the building. There was much water and muck on site do to hydrostatic water coming up from the soil. Contractor was pumping out all of the soil cuts around the perimeter. 4 interior pads ok located on grid 7.4 C, 7.0 D, 6 C, and 6 D. Poured wall ok from grid line J3 to grid line 1B

InspectorGeorge Dorn

Need an email from the engineer of record indicating the thickness and type of rock added under the footings of the building. There was much water and muck on site do to hydrostatic water coming up from the soil. Contractor was pumping out all of the soil cuts around the perimeter. 4 interior pads ok

InspectorChris Andrejka

strip footings with pads starting on grid line 8 between grid lines D and E over to between grid lines 4 and 5 on line J. all interior pad footings not connected to the stirp footings.