Building

InspectorCraig Schultz

corrections are made

InspectorCraig Schultz

1. need a smoke detector in the upper floor master bedroom. 2. need a smoke detector on the main floor. 3. we need to check fall protection on all new openable windows also. Call for reinspection when ready carbon monoxide detectors are in place, flashing is in place over new windows, safety glass is in place in windows in addition

InspectorChris Pequin

Received revised engineering and rafter connection on site matches.

InspectorChris Andrejka

InspectorChris Pequin

Energy heel now fixed however the structural engineer must sign off on the bearing of the rafters at the top plate. Still has tapered rafters at top plate now with 1/2 inch plywood gussets and vertical blocks to top plate.

InspectorPatrick Devery

The roof construction does not match approved plan sheets at eave. Although this area does have an attic space, we are willing to accept the reduction of R-value to that of Section R402.2.2 of R-30. This would require the ceiling height to drop 3". The chutes would need to be constructed to withstand any expansion of closed cell foam. Written verification required from the structural engineer for bearing of rafters at exterior wall.

InspectorChris Pequin

InspectorChris Pequin

Mechanical permit and RI inspection must be completed for new heat run extensions. Joist hangers on main level are not nailed in any of the bottom 2 nail holes. New roof eave missing energy heel. Beam point load not carried to basement to left of patio door in basement on south corner of home (where existing meets addition).

InspectorChris Pequin

InspectorChris Pequin

Updated helical torque report received and updated plans from engineer.

InspectorChris Pequin

Wall bracing and straps as per engineering

InspectorChris Andrejka

Helical piers installed (four total) the plan called for three piers but the pier at the inside corner of the existing foundation was unable to be installed tight to the corner, the pier is 18" from the inside corner of the foundation. The installers added an additional pier on the adjacent wall 18" from the inside corner. All cmu cores have been filled along the two walls below the addition. Updated plans from the Engineer are required, a workflow into projectdox will be opened for updated plans to be submitted for review and approval. need helical report prior to final inspection.