BSR Tower 3

Bnei Brak
  • Facts
Height 145.4 m / 477 ft
Floors 36
Official Name
The current legal building name.

BSR Tower 3

Other Names
Other names the building has commonly been known as, including former names, common informal names, local names, etc.

B.S.R.3

Type
CTBUH collects data on two major types of tall structures: 'Buildings' and 'Telecommunications / Observation Towers.' A 'Building' is a structure where at least 50% of the height is occupied by usable floor area. A 'Telecommunications / Observation Tower' is a structure where less than 50% of the structure's height is occupied by usable floor area. Only 'Buildings' are eligible for the CTBUH 'Tallest Buildings' lists.

Building

Status
Completed
Architecturally Topped Out
Structurally Topped Out
Under Construction
Proposed
On Hold
Never Completed
Vision
Competition Entry
Canceled
Proposed Renovation
Under Renovation
Renovated
Under Demolition
Demolished

Completed, 2013

Country
The CTBUH follows the United Nations's definition of Country, and thus uses the lists and codes established by that organization.

Israel

City
The CTBUH follows the United Nations's definition of City, and thus uses the lists and codes established by that organization.

Bnei Brak

Address

5 Kinneret Street

Postal Code

51121

Function
A single-function tall building is defined as one where 85% or more of its usable floor area is dedicated to a single usage. Thus a building with 90% office floor area would be said to be an "office" building, irrespective of other minor functions it may also contain.

A mixed-use tall building contains two or more functions (or uses), where each of the functions occupy a significant proportion of the tower's total space. Support areas such as car parks and mechanical plant space do not constitute mixed-use functions. Functions are denoted on CTBUH "Tallest Building" lists in descending order, e.g., "hotel/office" indicates hotel function above office function.

office

Structural Material
Steel
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from steel. Note that a building of steel construction with a floor system of concrete planks or concrete slab on top of steel beams is still considered a “steel” structure as the concrete elements are not acting as the primary structure.

Reinforced Concrete
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from concrete which has been cast in place and utilizes steel reinforcement bars.

Precast Concrete
Both the main vertical/lateral structural elements and the floor spanning system are constructed from steel reinforced concrete which has been precast as individual components and assembled together on-site.

Mixed-Structure
Utilizes distinct systems (e.g. steel, concrete, timber), one on top of the other. For example, a steel/concrete indicates a steel structural system located on top of a concrete structural system, with the opposite true of concrete/steel.

Composite
A combination of materials (e.g. steel, concrete, timber) are used together in the main structural elements. Examples include buildings which utilize: steel columns with a floor system of reinforced concrete beams; a steel frame system with a concrete core; concrete-encased steel columns; concrete-filled steel tubes; etc. Where known, the CTBUH database breaks out the materials used in a composite building’s core, columns, and floor spanning separately.

concrete

Height
Architectural
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the architectural top of the building, including spires, but not including antennae, signage, flag poles or other functional-technical equipment. This measurement is the most widely utilized and is employed to define the Council on Tall Buildings and Urban Habitat (CTBUH) rankings of the "World's Tallest Buildings."

145.4 m / 477 ft

To Tip
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the highest point of the building, irrespective of material or function of the highest element (i.e., including antennae, flagpoles, signage and other functional-technical equipment).
145.9 m / 479 ft
Occupied
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the highest occupied floor within the building.
135.8 m / 446 ft
Observatory
142.6 m / 468 ft
Floors Above Ground
The number of floors above ground should include the ground floor level and be the number of main floors above ground, including any significant mezzanine floors and major mechanical plant floors. Mechanical mezzanines should not be included if they have a significantly smaller floor area than the major floors below. Similarly, mechanical penthouses or plant rooms protruding above the general roof area should not be counted. Note: CTBUH floor counts may differ from published accounts, as it is common in some regions of the world for certain floor levels not to be included (e.g., the level 4, 14, 24, etc. in Hong Kong).

36

Floors Below Ground
The number of floors below ground should include all major floors located below the ground floor level.

4

# of Parking Spaces
Number of Parking Spaces refers to the total number of car parking spaces contained within a particular building.

829

# of Elevators
Number of Elevators refers to the total number of elevator cars (not shafts) contained within a particular building (including public, private and freight elevators).

9

Top Elevator Speed
Top Elevator Speed refers to the top speed capable of being achieved by an elevator within a particular building, measured in meters per second.

6 m/s

Tower GFA
Tower GFA refers to the total gross floor area within the tower footprint, not including adjoining podiums, connected buildings or other towers within the development.

41,393 m² / 445,551 ft²

Construction Schedule
2008

Proposed

2009

Construction Start

2013

Completed

Architect
Design

Usually involved in the front end design, with a "typical" condition being that of a leadership role through either Schematic Design or Design Development, and then a monitoring role through the CD and CA phases.
Yashar Architects
Structural Engineer
Design

The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
David Engineers Ltd.
Owner/Developer
B.S.R. Group
Architect
Design

Usually involved in the front end design, with a "typical" condition being that of a leadership role through either Schematic Design or Design Development, and then a monitoring role through the CD and CA phases.
Yashar Architects
Structural Engineer
Design

The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
David Engineers Ltd.
MEP Engineer
Design

The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
A. Papish & Co. Consulting Engineering Ltd.; HRVAC Consulting Engineering Co. Ltd.; Krashin Electrical Engineering Consulting Ltd.
Main Contractor

The main contractor is the supervisory contractor of all construction work on a project, management of sub-contractors and vendors, etc. May be referred to as "Construction Manager," however, for consistency CTBUH uses the term "Main Contractor" exclusively.
Ortam - Malibu Group
Other Consultant

Other Consultant refers to other organizations which provided significant consultation services for a building project (e.g. wind consultants, environmental consultants, fire and life safety consultants, etc).
Fire
Aldaag Engineers Consultants Ltd.
Landscape
Susana Lihu Landscape Architecture
Traffic
Dagesh Engineering Traffic & Road Design Ltd.
Vertical Transportation
El-Rom Consulting Engineer Ltd.

About BSR Tower 3

The BSR 3 business center is located at the intersection of three of the busiest commercial and industrial districts of the Tel Aviv metropolitan area. Each office floor plate spans 8.2 meters, column-free from the core to the exterior, allowing maximum flexibility for space planning. As such, each level is suitable for large companies, or can be subdivided for multiple tenants.

The design addressed the region's local architecture by taking the residential balcony and roof terrace, spaces that take advantage of the year-round moderate climate, and translating this into a business environment. The simple, but not simplistic approach was to "move" eight to ten floors at the upper levels of the tower in a staggered layout, so that large shaded balconies were created. An array of red terra cotta "boxes" penetrate the tower's skin at strategic points, creating more unique office spaces. The result is a bold and well-defined vertical building with a monolithic overall look, but with almost all of the floors different in plan.

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