An-Najah National University Building Engineering Department Integrated Design for Clinics Complex

1. An-Najah National UniversityBuilding Engineering DepartmentIntegrated Design for Clinics Complex Prepared by : Reham Asaa’d Saja Odeh Wala’ Abu Hadeed Supervisor : Arch. Moa’yad Salhab

2. Outline • Site description • Architectural Design. • Environmental Design. • Structural Design • Mechanical design • Electrical design • Safety design • Quantity surveying

3. Site description : • The site is located in Tulkarm city • The site area about 5500 m ². • The site is surrounded on three sides of main street and sub ways . Main street Main street Main street

4. Architectural Design

5. Architectural Design Site plan

6. Ground floor plan

7. First floor plan

8. Elevation

9. Elevation

10. Sections

11. Sections

12. Environmental Design

13. Solar Analysis (Sun path) In January In July

14. Natural ventilation - water ponds also used around the building as a factor to help to control the relative humidity in the site also lead to purification and cooling the air and moistened - Air movement in waiting area

15. Acoustics Acoustic roofing sheet perforated gypsum ceiling Polystyrene sheets used in the exterior and interior walls contribute

16. Acoustics and thermal: Acoustic foam sound insulation used in Chandelier in the main hole in the waiting

17. Daylight skylight used in the waiting area The material that will use in the skylight is Polycarbonate Sheet .

18. Shading In the south walls horizontal solar shading windows (overhang), made of aluminum material. And in west, east walls windows vertical solar shading windows (shutters) was made of aluminum.

19. Solar Analysis (thermal insulation) Ecotect analysis the external wall section and U value “Thermal Conductivity” =0.83 W/m2.K.

20. Solar Analysis (Ecotect analysis) The monthly load consumption for heating and cooling for zone D: Heating: 18578 W at 21:00 on 11th January Max Cooling: 23330 W at 14:00 on 21st August

21. Solar Analysis MONTHLY HEATING/COOLING LOADS

22. Structural Design

23. Structural Design

24. Design Data • f’c =28 MPa FY=420 MPa Qall = 250 KN/m2 Loads : • D.L (super imposed) = 4 KN/m2 • L.L (based on the function of the building ) • Structural System : One way ribbed slab with drop beams.

25. Design Data • Tulkarm City, in zone 2A where Z=0.15. • The soil was classified as Sc. • CV=0.25 Ca=0.18 • R (indeterminate structure )= 5.5. • I = 1.25 V= 353 ton. • The Response spectrum scale factor = 2.23. • Structural Code : • ACI 318 . • UBC 97 .

26. SAP Model Analysis

27. Checks from SAP program: • 1. Compatibility check:

28. Checks from SAP program: • 2. • 3. • 4.

29. Beams and column Layout sector A

30. Footing and Tie beams Layout sector A

31. Reinforcementdetailing (sector A)Slab Design

32. Reinforcementdetailing (sector A)Slab Design

33. ReinforcementdetailingBeams Design

34. ReinforcementdetailingBeams Design 2 Ø 18 8 Ø 16 Double stirrups 2Ø 10 / 15 cm 4 Ø 18 section K-K 4 Ø 18 8 Ø 16 Double stirrups 2Ø 10 / 15 cm section L-L 4 Ø 18

35. ReinforcementdetailingColumn Design C15 , C5 (30 *60 )cm C20 , C4 (30 *50 )cm 12 Ø 16 8 Ø 16 Double stirrups 1Ø 10 / 15 cm Double stirrups 1Ø 10 / 15 cm

36. ReinforcementdetailingFrame Design C5 C4

37. ReinforcementdetailingShear wall Design

38. Footing and Tie beams Layout

39. Reinforcementdetailing Single Footing Design

40. ReinforcementdetailingcombinedFooting Design

41. Reinforcementdetailingcombined Footing Design

42. Reinforcementdetailingshear wall Footing Design

43. MechanicalDesign

44. Mechanical System • HVAC System • Drainage system • Water supply system:

45. calculation of # of radiator needs for ground floor

46. (Groundfloor) Heating system radiator

47. Result of cooling calculation

48. (Groundfloor) Cooling system

49. (Groundfloor) Drainage system

50. (Sample of sector) Drainage system