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Prepared by : Reham Asaa’d Supervisor : Arch. Moa’yad Salhab
An-Najah National University Building Engineering Department Integrated Design for Clinics Complex Prepared by : Reham Asaa’d Saja Odeh Wala’ Abu Hadeed Supervisor : Arch. Moa’yad Salhab
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Outline Site description Architectural Design. Environmental Design.
Structural Design Mechanical design Electrical design Safety design Quantity surveying
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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
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Architectural Design
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Architectural Design Site plan
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Ground floor plan
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First floor plan
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Elevation
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Elevation
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Sections
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Sections
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Environmental Design
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Solar Analysis (Sun path) In January In July
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- Air movement in waiting area
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
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Acoustics Acoustic roofing sheet perforated gypsum ceiling
Polystyrene sheets used in the exterior and interior walls contribute
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Acoustics and thermal:
Acoustic foam sound insulation used in Chandelier in the main hole in the waiting
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skylight used in the waiting area
Daylight skylight used in the waiting area The material that will use in the skylight is Polycarbonate Sheet .
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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.
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Solar Analysis (thermal insulation) Ecotect analysis
the external wall section and U value “Thermal Conductivity” =0.83 W/m2.K.
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Solar Analysis (Ecotect analysis)
The monthly load consumption for heating and cooling for zone D: Heating: W at 21:00 on 11th January Max Cooling: W at 14:00 on 21st August
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MONTHLY HEATING/COOLING LOADS
Solar Analysis HEATING COOLING TOTAL MONTH (Wh) Jan Feb Mar Apr 593165 183596 776762 May 54438 JUN Jul Aug Sep Oct 1316 Nov 378517 56747 435264 Dec PER M² 22516 41528 64044 Floor Area m2 MONTHLY HEATING/COOLING LOADS
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Structural Design
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Structural Design
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Reception and corridors Clinical and Support Services
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 ) Function Live Load ( KN/m2 ) Reception and corridors 4 Clinical and Support Services Laboratory Service 7.5 Structural System : One way ribbed slab with drop beams.
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Design Data Structural Code : Tulkarm City, in zone 2A where Z=0.15.
The soil was classified as Sc. CV= Ca=0.18 R (indeterminate structure )= 5.5. I = V= 353 ton. The Response spectrum scale factor = 2.23. Structural Code : ACI 318 . UBC 97 .
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SAP Model Analysis
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Checks from SAP program:
1. Compatibility check:
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Checks from SAP program:
2. % of error manual result SAP result Equilibrium Check 4.4% 20998 21963 Weight O% Live Load DL (super imposed) 3. % of error manual result SAP result Internal forces >10% 1213 796.08 column 10% 260.5 272.9 Beams 32.3 83.6 Slabs 4. % of error manual result SAP result 0 % 0.354 sec. T
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Beams and column Layout
sector A
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Footing and Tie beams Layout
sector A
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Reinforcement detailing (sector A) Slab Design
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Reinforcement detailing (sector A) Slab Design
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Reinforcement detailing Beams Design
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Reinforcement detailing Beams 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
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Reinforcement detailing Column Design
C20 , C4 (30 *50 )cm C15 , C5 (30 *60 )cm 12 Ø 16 8 Ø 16 Double stirrups 1Ø 10 / 15 cm Double stirrups 1Ø 10 / 15 cm
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Reinforcement detailing Frame Design
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Reinforcement detailing Shear wall Design
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Footing and Tie beams Layout
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Reinforcement detailing Single Footing Design
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Reinforcement detailing combined Footing Design
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Reinforcement detailing combined Footing Design
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Reinforcement detailing shear wall Footing Design
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Mechanical Design
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Mechanical System HVAC System Drainage system Water supply system:
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calculation of # of radiator needs for ground floor
Zone Q (conv+infl) Qr (w) mp # of sec. 1 572 657.8 6 2 865.3 9 3 560.3 4 593.5 5 868.8 999.12 470.5 7 250.7 8 415 477.25 230 264.5 10 2843 28
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Heating system radiator
(Ground floor)
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Result of cooling calculation
zone Qt (KW) V(L/m³) 1 2.1 0.12 2 3.96 3 2.93 4 2.23 5 4.2 0.24 6 1.68 0.096 7 1.31 8 1.81 9 1.2 10
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Cooling system (Ground floor)
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Drainage system (Ground floor)
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Drainage system (Sample of sector)
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Drainage system (Rain slop)
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Water supply system (Ground floor)
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Water supply system (Sample of sector)
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Water supply system ( Roof)
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Electrical Design
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Electrical System Lighting design (Using Dialux program)
Power System design Panel circuit breaker Drop voltage system camera system sound system
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Dialux analysis Room need = 1000 lux Ob- gyn Clinic Lamp Type:
Fluorescent HELLA IL_PLM2_600x600 Panel Light (2 unite /pieces) We need 6 pieces Luminaries Wattage: 60.0 W 1327 lux from luminaries 1153 lux from day light Room need = 1000 lux
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Lighting distribution(Ground floor)
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Socket distribution (ground floor)
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Camera System (ground floor)
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Sound Call System (ground floor)
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Safety Design
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Fire System The fire alarm system : 1.Manual call point 2.Heat sensors
3.Smoke sensors Fire fighting systems : 1.Fire Extinguisher 2.Fire rubber Hoses
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Ground Floor
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First Floor
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Layout Ground Floor
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Layout First Floor
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Quantity surveying
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Quantity surveying Units Quantity Activity CM 292.6 Excavation 102.4
Back filling 253.58 concrete SM 942.5 Form work Piece 3084 Rib Ton 52.6 Steel 852.3 plaster painting 256.8 Tilling False ceiling LM 326 skirting 68 Bathroom wall Tiling 28 Doors 66 windows
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Project Costs Estimate:
Cost estimate for sector (A) : $ Cost estimate for the project : $
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Thank You
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