Michael Janusz Lastowski

20110146201, Jun 23, 2011

Dec 9, 2010

12/964380

John Louis Vanker - Lac du Flambeau WI, US
Michael J. Lastowski - Centennial CO, US

E04B 1/19
E04H 12/00
E04C 2/38
E04B 1/38

527921, 5265107, 52634, 5274521, 5274505

Structural columns are fastened to one another vertically. Wall panels may be fastened to the structural columns so that load is transferred through the structural columns rather than vertically between the wall panels.

20130185026, Jul 18, 2013

Dec 19, 2012

13/719561

John Louis Vanker - Lac du Flameau WI, US
Michael J. Lastowski - Centennial CO, US

G06F 17/50

703 1

A method and system disclosed herein provides generating an architectural diagram describing an architectural layout of a building, wherein one or more walls of the building are designated as standardized structural walls, automatically positioning each of the standardized structural walls to a geometric grid, and mapping (or “placing”), using a computer, one or more of a plurality of standardized structural components, including standardized panels, standardized columns, and standardized trusses to coordinates of the geometric grid.

20130211795, Aug 15, 2013

Mar 15, 2013

13/838723

John Louis Vanker - Lac du Flambeau WI, US
Michael Lastowski - Centennial CO, US

G06F 17/50

703 1

Method and system disclosed herein provides generating a three-dimensional construction grid based on a data file generated by an architectural software, wherein the three-dimensional grid includes three-dimensional position information of various structural building components; displaying the three-dimensional construction grid using a display device of a computing device; receiving information of various non-structural building components, the information including location of the non-structural building components on the three-dimensional grid; associating the non-structural building components to one or more of the structural components of the three-dimensional grid; and automatically generating a plurality of specifications for the non-structural building components.

20140000208, Jan 2, 2014

Aug 30, 2013

14/014690

John Louis Vanker - Lac du Flambeau WI, US
Michael J. Lastowski - Centennial CO, US

E04B 1/19
E04B 1/18

526551, 5274521

A method of constructing a building includes fastening a first structural truss panel to a first structural column. A second structural column is fastened vertically to the first structural column. A second structural truss panel is fastened to the second structural column so that the second structural truss panel is vertically above the first structural truss panel, so that a clearance is defined between the first and second structural truss panels, and so that loads on the structural truss panels are transferred from the first and second structural truss panels to the first and second structural columns and then vertically between the first and second columns. Other construction methods, structural panels, and building sections are also disclosed.

20230107912, Apr 6, 2023

Dec 12, 2022

18/064683

- Arvada CO, US
John Louis VANKER - Denver CO, US
Michael J. LASTOWSKI - Centennial CO, US

E04H 9/02
E04B 1/08
G06F 30/13

The disclosed technology provides a seismic yielding connector. The seismic yielding connector includes a U-shaped plate configured to connect a side stud of a panel to another component of a panel and a yielding plate located between the U-shaped plate and the side stud of the panel. A high-strength bolt connects the U-shaped plate, the yielding plate, and the side stud of the panel to a structural column. A bushing is located between the U-shaped plate and the structural column.

20210108411, Apr 15, 2021

Dec 21, 2020

17/129244

- Arvada CO, US
Michael J. LASTOWSKI - Centennial CO, US

E04B 5/40
E04B 1/24
E04C 2/32
E04C 2/08

In one implementation, a metal deck is provided that includes one or more deck components formed in a contiguous metal sheet. Each of the deck components includes one or more folded ribs formed along the length of the metal deck. Each of the one or more folded ribs are configured such that one or more trusses of a building may fit between the one or more folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.

20210079642, Mar 18, 2021

Nov 30, 2020

17/107657

- Arvada CO, US
Michael Lastowski - Centennial CO, US

E04B 1/00
E04B 1/34
E04B 1/24

A balcony includes a balcony assembly and a structural post and outrigger system. The structural posts provide structural support for buildings and include the outriggers that extend substantially perpendicularly from the structural posts to a location where the balcony assembly will be installed. The outriggers include a tube or beam and an end plate on an end of the beam distal from the structural post. The balcony assembly includes at least one long beam, a platform, and a locking mechanism on an end of the long beam. The locking mechanism includes a channel for receiving and securing the end plate of the outrigger. The balcony assembly is secured to the outrigger using fasteners.

20200302092, Sep 24, 2020

Jun 8, 2020

16/895802

- Arvada CO, US
Michael J. Lastowski - Centennial CO, US

G06F 30/13
E04B 1/08
E04B 1/19
E04B 1/24

Method and system disclosed herein provides generating a three-dimensional construction grid based on a data file generated by an architectural software, wherein the three-dimensional grid includes three-dimensional position information of various structural building components; displaying the three-dimensional construction grid using a display device of a computing device; receiving information of various non-structural building components, the information including location of the non-structural building components on the three-dimensional grid; associating the non-structural building components to one or more of the structural components of the three-dimensional grid; and automatically generating a plurality of specifications for the non-structural building components.