Abstract: In a method of establishing the location of a pair construction points for a stud in a building, the points are defined by x and y coordinates. A beam of laser light is used to determine a z coordinate of each of the pair of construction points on surfaces of the building. The construction points are established by directing a beam of laser light toward defined x and y coordinate locations and establishing the z coordinate location of the construction points on building surfaces that have the defined x and y coordinates.

Abstract: In a method of establishing the location of a pair construction points for a stud in a building, the points are defined by x and y coordinates. A beam of laser light is used to determine a z coordinate of each of the pair of construction points on surfaces of the building. The construction points are established by directing a beam of laser light toward defined x and y coordinate locations and establishing the z coordinate location of the construction points on building surfaces that have the defined x and y coordinates.

Abstract: A method of establishing the location of a pair construction points for a stud in a building interior at a construction site and for determining the length of the stud needed to extend between the pair of construction points uses a robotic total station. The points are defined by x and y coordinates and anticipated z coordinates on upper and lower surfaces. The robotic total station establishes the points by directing a beam of laser light toward anticipated points and, through an iterative process, determining the actual location of the points on upper and lower surfaces that have the same x and y coordinates.