Building renovation of a private building located in the municipality of Cupramontana (AN)

Structure: private building for residential use, isolated, located in the municipality of Cupramontana (AN), built in 1985. The building consists of one above-ground floor with a vertical structure made of solid brick masonry, perforated brick block partitions, and a roof made of latero-concrete.
Foundations: r.c. foundation that is at an average depth of about 60 cm from r.c.
Disturbance: visual analysis of the building showed, in each zone, but with greater significance in the western portion, a network of lesions with sub-vertical, sub-horizontal and inclined, multiple-branch paths. The crack pattern with tensile cracks was produced by shear and bending stresses corresponding to asymmetrical deformations. The structure appears to be affected by downstream roto-translation with greater prominence in the northwest corner. The failure began in the year 1997 and has progressively worsened.
Soil: from information gathered during the inspection and from the geological report, it appears the presence, of the following stratification:
– From p.c. to 1.0-1.20mt: vegetation and/or topsoil;
– 1.0-1.20 to 1.8-3.70mt: silty sands and silts with intercalated silty-clay horizons. These are soils that have been soiled;
– 1.8-3.70 to 3.2-5.2mt: beige silty clays constituting eluvial deposits;
This is followed by marls constituting the intact substrate.
Water table at -4.0mt from the p.c..
Request for action: building renovation, 110% seismbonus with invoice discount.