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 Emamat Residential Project
Mashhad, Iran
 PROJECT DETAILS:
 Type: Residential
 Location: 33 Emamat 33 Ave., Emamat Blvd., Mashhad,
Iran.
 Client: Mr. Oloomi and Mr. Behnamifar
 Areas:
Site area: 166.5 square meters
Typical floor area: 116.55 square meters
Ground floor area: 80 square meters
Parking area: 35 square meters
Height: 5 levels above ground level
Total area: 695.3 square meters
 Program:
Five 4 ½ dwelling units (Main entrance, Master bedroom, Middle bedroom, Kitchen,
2 Bathrooms, Wardrobes, Living room, Dining area)
Parking and Storage in ground floor
 Design/Build start: June 2005
Construction start: August 2005
Inauguration start: October 13, 2008
Estimated cost: 140000$
Cost at completion: 210600$
Estimated schedule: 18 months
Time at completion: 40 months and 13 days
 PROJECT CREDITS:
 Designers:
Project Architect: Babak Manouchehri, Eng., P. Ar.
Structural Engineer: Majid Tayyarani Toosi, Eng., P. Eng.
Mechanical/Plumbing: Alireza Fakour, Eng., P. Eng.
Electrical: Reza Moridasadi, Eng., P. Eng.
Project Manager: Babak Manouchehri, Eng., P. Ar.
Vertical Transportation: Aria Faraz Sepehr (OTIS EXPRESS representative)
 General Contractor: Zare and Partners Group
 Paneling Consultant: KNAUF Khorasan Consulting Group
 Architectural Supervisor: Babak Manouchehri, Eng., P. Ar.
 Structural Supervisor: Majid Tayyarani Toosi, Eng., P. Eng.
 Mechanical/Plumbing Supervisor: Alireza Fakour, Eng., P. Eng.
 Electrical Supervisor: Reza Moridasadi, Eng., P. Eng.

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 PROJECT SPECIFICATIONS:
 Structural System: Steel structural frame
 Floor System: Reinforced composite floor system
 Bracing System: Shear wall
 Interior Partitioning: KNAUF paneling system
 Suspended Ceilings: KNAUF paneling system
Steel structural system
Reinforced composite floor system
Bracing system: Shear wall
Site plan

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Ground floor plan Typical floor plan
Section
Main elevation
Measurement plans

4. 28
Typology of openings plans and details
Cast-in-place concrete foundation
Oblique concrete foundation under
the elevator shaft
Vibrating the poured concrete

5. 29
Joints in the steel structural system
(Column to foundation and steel beams to one
another)