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

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

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

Architectural Design

Architectural Design Site plan

Ground floor plan

First floor plan

Elevation

Elevation

Sections

Sections

Environmental Design

Solar Analysis (Sun path) In January In July

- 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

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

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

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

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.

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

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

MONTHLY HEATING/COOLING LOADS Solar Analysis HEATING COOLING TOTAL MONTH (Wh) Jan 1751683 Feb 1335664 Mar 1163132 Apr 593165 183596 776762 May 54438 1239349 1293787 JUN 2213834 Jul 2693538 Aug 2880356 Sep 1853797 Oct 1316 1304305 1305621 Nov 378517 56747 435264 Dec 1458903 ------------ -------- --------- 6736819 12425523 19162342 PER M² 22516 41528 64044 Floor Area 299.205 m2 MONTHLY HEATING/COOLING LOADS

Structural Design

Structural Design

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.

Design Data Structural Code : 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 .

SAP Model Analysis

Checks from SAP program: 1. Compatibility check:

Checks from SAP program: 2. % of error manual result SAP result Equilibrium Check 4.4% 20998 21963 Weight O% 3985.28 3985.258 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. 0.35426 T

Beams and column Layout sector A

Footing and Tie beams Layout sector A

Reinforcement detailing (sector A) Slab Design

Reinforcement detailing (sector A) Slab Design

Reinforcement detailing Beams Design

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

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

Reinforcement detailing Frame Design

Reinforcement detailing Shear wall Design

Footing and Tie beams Layout

Reinforcement detailing Single Footing Design

Reinforcement detailing combined Footing Design

Reinforcement detailing combined Footing Design

Reinforcement detailing shear wall Footing Design

Mechanical Design

Mechanical System HVAC System Drainage system Water supply system:

calculation of # of radiator needs for ground floor Zone Q (conv+infl) Qr (w) mp # of sec. 1 572 657.8 5.527731 6 2 865.3 995.095 8.362143 9 3 560.3 644.345 5.414664 4 593.5 682.525 5.735504 5 868.8 999.12 8.395966 470.5 541.075 4.546849 7 250.7 288.305 2.422731 8 415 477.25 4.010504 230 264.5 2.222689 10 2843 3269.45 27.47437 28

Heating system radiator (Ground floor)

Result of cooling calculation zone Qt (KW) V(L/m³) 1 2.1 0.12 2 3.96 0.226285714 3 2.93 0.167428571 4 2.23 0.127428571 5 4.2 0.24 6 1.68 0.096 7 1.31 0.074857143 8 1.81 0.103428571 9 1.2 0.068571429 10 0.285714286

Cooling system (Ground floor)

Drainage system (Ground floor)

Drainage system (Sample of sector)

Drainage system (Rain slop)

Water supply system (Ground floor)

Water supply system (Sample of sector)

Water supply system ( Roof)

Electrical Design

Electrical System Lighting design (Using Dialux program) Power System design Panel circuit breaker Drop voltage system camera system sound system

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

Lighting distribution(Ground floor)

Socket distribution (ground floor)

Camera System (ground floor)

Sound Call System (ground floor)

Safety Design

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

Ground Floor

First Floor

Layout Ground Floor

Layout First Floor

Quantity surveying

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

Project Costs Estimate: Cost estimate for sector (A) : 171000 $ Cost estimate for the project : 741000 $

Thank You