MICHAEL LOUIS JOHNSON
Pilots at Calle Mayor, Redondo Beach, CA

License number
California A5168795
Issued Date
Feb 2014
Expiration Date
Feb 2019
Category
Airmen
Type
Authorized Aircraft Instructor
Address
Address
429 Calle Mayor, Redondo Beach, CA 90277

Professional information

Michael Johnson Photo 1

Michael Johnson - Redondo Beach, CA

Work:
HYUNDAI CAPITAL AMERICA - Irvine, CA
Program Manager, Next Generation Business Systems
PICTURE Art Foundation - Redondo Beach, CA
President
INFORMATION TECHNOLOGY GROUP - Villa Park, CA
Consulting Director, American Honda Finance Corporation
JOHNSON ART COLLECTION - Los Angeles, CA
Owner
CREATIVE PLANET, INC - Los Angeles, CA
Senior Vice President, Operations
PRINTEX DESIGNS, INC - Wood Dale, IL
General Manager
NIPPON DIRECTORIES DEVELOPMENT - Tokyo, JP
Manager, New Product Development
RAND McNALLY - TDM, INC
Vice President, Marketing
RAND McNALLY - TDM, INC - Skokie, IL RAND McNALLY - TDM, INC
Vice President, Operations
RAND McNALLY - TDM, INC
Director, Applications Development
RAND McNALLY - TDM, INC
Manager, Applications Development
ARTHUR ANDERSEN & COMPANY - Chicago, IL
Manager, Management Information Consulting Division
Education:
Indiana University - Bloomington, IN
MBA in Operations Management
Indiana University - Bloomington, IN
BS in Transportation


Michael Johnson Photo 2

Seismic Reinforcement Structure

US Patent:
5072570, Dec 17, 1991
Filed:
Jun 8, 1990
Appl. No.:
7/535174
Inventors:
Michael I. Johnson - Redondo Beach CA
International Classification:
E04B 136, E04B 198
US Classification:
52747
Abstract:
A method for providing earthquake reinforcement for existing wood frame buildings by providing two truss members, the first for securing the building to the foundation and the second to prevent the building cripple walls from collapsing during an earthquake. The first truss member comprises a lower brace member supported between two L-shaped beams, a bolt through the brace member and through one L-shaped beam joining the first truss member to the concrete foundation, the second truss member comprising a brace member having a height determined by the height of the cripple wall and supported between upper and lower L-shaped beams, the lower L-shaped beam being bolted to the adjacent L-shaped beam of the first truss member. The lower beam member of the second truss member is secured to a wood beam which in turn is fixed to the cripple wall. The upper beam member of the second truss member is secured to a wood beam fixed to the cripple wall.