The document describes three freelance jobs for bar detailing and bending schedules for steel reinforcement in concrete structures. The first job was for 24 layout drawings and schedules for a building in Cairo. The second was for 27 drawings and schedules for the reinforcement of extension units. The third job was for 7 drawings minimizing steel weight for a 960m2 slab by achieving a 0.3% reduction in total steel weight.

1. FREELANCE JOBS
Project Name: PARK AVENUE - Cairo/Alex. desert road Sep. 2014
Owner: DAMAC Park Avenue For Real Estate Development.(SAE)
Consultant: Khatib & Alami Consulting Co.
Client: MAJOR For Construction & Decoration Co.
Job Description: (To Egyptian code standards)- Bar detailing Layouts (24 Layouts - Size A0) & Relating
Bending Schedules for steel bars used in reinforcing Columns, Slabs, Beams & Posts of
Building B09 + (1 Layout) showing Plan & Isometric sections for Slabs' vertical Form Work.
Project Name: Palm Hills Katameya Extension June 2012
Consultant: EHAF Consulting Engineers
Client: REDCON Construction Co.
Job Description: (To Egyptian code standards & under the supervision of ECA Consultants & Engineers)
Bar detailing & Bending Schedules for steel bars used in reinforcing different conctrete elements
of the extension units
Production:
Total of 27 drawings
detailing steel bars used in
Rft. footings, semelles,
columns, slabs, beams
& stairs.
Bar lists for bars used in
each drawing.

2. Project Name: Katameya Gardens – New Cairo Jan. 2014
Client: North Africa For Real Estate Investments
Job Description: (To Egyptian code standards) Bar detailing for steel bars used in reinforcing 960m²
slab of one of the commercial buildings in the project & aiming for minimum steel weight loss
Working Hrs.: approx. 110 hrs.
Production:
Total of 7 detailed drawings
(Mesh) 4 drawings
(Add.) 2 drawings
(Beams) 1 drawing
Bar list for each used
diameter & showing correct
cuts to achieve minimum
weight loss.
Achievements:
32 Kgs. Weight loss out
from 24790 Kgs. (0.13%
Loss percentage) for mesh
bars.
Total of 113 Kgs. Weight
lost from total steel weight
used 37520 Kgs.
(0.3% Loss percentage)