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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

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Typology of openings plans and details

Cast-in-place concrete foundation

Oblique concrete foundation under

the elevator shaft

Vibrating the poured concrete

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Joints in the steel structural system

(Column to foundation and steel beams to one another)