Mark D. Levin
Architects in Baltimore, MD

License number
Maryland S5-0005117
Issued Date
Mar 13, 1986
Expiration Date
Jan 31, 2018
Category
Architecture
Type
Licensed Architect
Address
Address 2
Baltimore, MD 21209

Personal information

See more information about Mark D. Levin at radaris.com
Name
Address
Phone
Mark Levin, age 75
5802 Dale Rd, Baltimore, MD 21209
(410) 466-3584
Mark Levin
9039 Sligo Creek Pkwy APT 603, Silver Spring, MD 20901
Mark Levin
15 Greenspring Valley Rd, Owings Mills, MD 21117
(410) 581-0104

Professional information

Mark Levin Photo 1

President At Bai Inc

Position:
President at BAI Inc
Location:
Baltimore, Maryland Area
Industry:
Computer Networking
Work:
BAI Inc since Sep 1986 - President


Mark Levin Photo 2

Floating Dock Including Clips For Utility Lines

US Patent:
6364576, Apr 2, 2002
Filed:
Jan 27, 2000
Appl. No.:
09/492148
Inventors:
Selvin Passen - Zephyr Cove NV
Mark Levin - Baltimore MD
Assignee:
Eastern Floatation Systems, Inc. - Baltimore MD
International Classification:
B63B 3544
US Classification:
405219, 114267
Abstract:
A floating dock includes sheet metal clips on its outboard side. The clips carry utility lines that extend into a utility tower mounted on one of many inter-connected buoyant wharf modules forming the dock. The clip, in combination with wales that connect the outboard sides of the modules together, provide an enclosed volume for the utility lines. Contact between the utility lines and a metal base of the clips is prevented by a pair of electric insulating sleeves, each having a slot that fits into each edge of utility clip base. The module carrying the tower includes a tunnel and a depression in a deck of the dock, under the tower. Utility lines from a side of the modules opposite from the side carrying the clips extend through the tunnel, into the tower via the depression. Utility lines in the clips go into the tower via the depression and aligned openings in the tower base and depression.


Mark Levin Photo 3

Dock And Buoyant Module Adapted To Be Connected To A Pile

US Patent:
6230644, May 15, 2001
Filed:
Jan 27, 2000
Appl. No.:
9/492147
Inventors:
Selvin Passen - Zephyr Cove NV
Mark Levin - Baltimore MD
Assignee:
Eastern Flotation Systems, Inc. - Baltimore MD
International Classification:
B63B 3544
US Classification:
114263
Abstract:
A floating dock including many buoyant wharf modules having approximately the same exterior size and shape, as well as density properties, relative to a pile extending through a vertically extending passage in one of the modules. The passage has four straight walls defining a square in the horizontal plane. A roller is at each corner of the square. The roller which is normally spaced from the cylindrical pile, contacts the pile as the dock bobs. A bracket mounted on a carrier having fixed tabs encased in a concrete deck of the module can be moved to different radial positions relative to the center, vertical axis of the passage, to accommodate different diameter piles. A permanent mold form for the concrete includes the lips extending upwardly from the passage side walls and lips extending upwardly from exterior side walls of a closed shell having foam therein. The shell has a roof forming the permanent mold form floor. The roof extends between the lips.


Mark Levin Photo 4

Floating Dock Including Buoyant Wharf Modules And Method Of Making Such Modules

US Patent:
6205945, Mar 27, 2001
Filed:
Oct 25, 1999
Appl. No.:
9/426643
Inventors:
Selvin Passen - Zephye Cove NV
Mark Levin - Baltimore MD
Assignee:
Eastern Floatation Systems, Inc. - Baltimore MD
International Classification:
B63B35/44
US Classification:
114267
Abstract:
Buoyant wharf modules of a floating dock include a rotary molded polyethylene structure having a lower shell portion filled with a steamed polystyrene foam and an upper portion that is a permanent mold form for a concrete aggregate-water mixture. The foam has sufficient compressive strength so that when the mixture is poured into the form over a reinforcing mesh, the form remains stable. The form includes troughs and mesas shaped so that the water flows by gravity to sumps adjacent walls of the form. The walls have openings so the water can flow from modules. Lined tunnels in the set concrete include removable rods having threaded ends which extend through openings in wales extending along longitudinal walls of the modules. Nuts and washers threaded on the rods abut exterior side walls of the wales to hold the modules together. Short spacer tubes having straight side walls abut wales of side-by-side modules.