Swanlake Residences New CAIRO

GENERAL NOTES:

1. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE WORK.

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE OTHER

ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS

3. ALL DMENSIONS ARE IN MILLIMETERS AND ALL ELEVATIONS ARE IN METERS UNLESS NOTED OTHERWISE AND TO BE VERIFIED AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES.

4-THE CHARACTERISTIC STRENGTH (Fcu28) OF CONCRETE IS (35 MPa).

5- THE REINFORCEMENT STEEL IS OF GRADE 8400B-R (ACCORDING TO ESS-262-2, 2015) OF YIELD STRENGTH ReH (400 MPa).

6-SLAB THICKNESS IS 220 mm THICKNESS UNLESS OTHERWISE NOTED.

7- HATCHED SLABS ARE DEPRESSED 50 mm AT WET AREAS OF THICKNESS

170 mm (FLAT BOTTOM SOFFIT), UNELSS OTHERWISE NOTED AT PLAN. 8- COLUMNS ARE DESIGNED TO SUPPORT BASEMENT, GROUND AND 6

TYPICAL RESIDENTIAL FLOORS.

9- FOR SLABS OF SPANS L GREATER THAN 6.0 M, PROVIDE CAMBER (ANTI-DEFLECTION) OF VALUE L/400 IN ACCORDANCE WITH EGYPTIAN CODE OF PRACTICE 203.

10- FOR BEAM RFT, REFER TO BEAM SCHEDULE DRAWING ST-15.