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25
ï‚· Emamat Residential Project
Mashhad, Iran
ï‚· PROJECT DETAILS:
ï‚· Type: Residential
ï‚· Location: 33 Emamat 33 Ave., Emamat Blvd., Mashhad,
Iran.
ï‚· Client: Mr. Oloomi and Mr. Behnamifar
ï‚· 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
ï‚· 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
ï‚· 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
ï‚· PROJECT CREDITS:
ï‚· 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)
ï‚· General Contractor: Zare and Partners Group
ï‚· Paneling Consultant: KNAUF Khorasan Consulting Group
ï‚· Architectural Supervisor: Babak Manouchehri, Eng., P. Ar.
ï‚· Structural Supervisor: Majid Tayyarani Toosi, Eng., P. Eng.
ï‚· Mechanical/Plumbing Supervisor: Alireza Fakour, Eng., P. Eng.
ï‚· Electrical Supervisor: Reza Moridasadi, Eng., P. Eng.
26
ï‚· PROJECT SPECIFICATIONS:
ï‚· Structural System: Steel structural frame
ï‚· Floor System: Reinforced composite floor system
ï‚· Bracing System: Shear wall
ï‚· Interior Partitioning: KNAUF paneling system
ï‚· Suspended Ceilings: KNAUF paneling system
Steel structural system
Reinforced composite floor system
Bracing system: Shear wall
Site plan
27
Ground floor plan Typical floor plan
Section
Main elevation
Measurement plans
28
Typology of openings plans and details
Cast-in-place concrete foundation
Oblique concrete foundation under
the elevator shaft
Vibrating the poured concrete
29
Joints in the steel structural system
(Column to foundation and steel beams to one
another)

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Emamat Residential Project

  • 1. 25 ï‚· Emamat Residential Project Mashhad, Iran ï‚· PROJECT DETAILS: ï‚· Type: Residential ï‚· Location: 33 Emamat 33 Ave., Emamat Blvd., Mashhad, Iran. ï‚· Client: Mr. Oloomi and Mr. Behnamifar ï‚· 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 ï‚· 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 ï‚· 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 ï‚· PROJECT CREDITS: ï‚· 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) ï‚· General Contractor: Zare and Partners Group ï‚· Paneling Consultant: KNAUF Khorasan Consulting Group ï‚· Architectural Supervisor: Babak Manouchehri, Eng., P. Ar. ï‚· Structural Supervisor: Majid Tayyarani Toosi, Eng., P. Eng. ï‚· Mechanical/Plumbing Supervisor: Alireza Fakour, Eng., P. Eng. ï‚· Electrical Supervisor: Reza Moridasadi, Eng., P. Eng.
  • 2. 26 ï‚· PROJECT SPECIFICATIONS: ï‚· Structural System: Steel structural frame ï‚· Floor System: Reinforced composite floor system ï‚· Bracing System: Shear wall ï‚· Interior Partitioning: KNAUF paneling system ï‚· Suspended Ceilings: KNAUF paneling system Steel structural system Reinforced composite floor system Bracing system: Shear wall Site plan
  • 3. 27 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)