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

An-Najah National UniversityAn-Najah National University

Building Engineering DepartmentBuilding Engineering Department

Integrated Design for Clinics Integrated Design for Clinics ComplexComplex

Prepared by : Reham Asaa’dPrepared by : Reham Asaa’d

Saja OdehSaja Odeh

Wala’ Abu HadeedWala’ Abu Hadeed

Supervisor : Arch. Moa’yad Salhab Supervisor : Arch. Moa’yad Salhab

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Site descriptionSite description Architectural Design.Architectural Design. Environmental Design.Environmental Design. Structural DesignStructural Design Mechanical designMechanical design Electrical designElectrical design Safety designSafety design Quantity surveyingQuantity surveying

OutlineOutline

Site description :Site description :

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• The site is located in Tulkarm cityThe site is located in Tulkarm city• The site area about 5500 m ².The site area about 5500 m ².• The site is surrounded on three sides of The site is surrounded on three sides of

main street and sub ways .main street and sub ways .

ArchitecturalArchitectural DesignDesign

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Architectural DesignArchitectural Design

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Site planSite plan

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Ground floor Ground floor planplan

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First floor planFirst floor plan

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ElevationElevation

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ElevationElevation

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SectionsSections

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SectionsSections

EnvironmentalEnvironmental DesignDesign

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((Sun path) Sun path)

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In JanuaryIn January

In JulyIn July

Solar AnalysisSolar Analysis

Natural ventilationNatural ventilation

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- 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

AcousticsAcoustics

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Polystyrene sheets used Polystyrene sheets used in the exterior and in the exterior and interior walls contributeinterior walls contribute

Acoustic roofing Acoustic roofing sheet perforated sheet perforated gypsum ceilinggypsum ceiling

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Acoustics and thermal:Acoustics and thermal:

Acoustic foam sound Acoustic foam sound insulation used in insulation used in Chandelier in the main Chandelier in the main hole in the waitinghole in the waiting

DaylightDaylight

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The material that will use in The material that will use in the skylight is Polycarbonate the skylight is Polycarbonate Sheet .Sheet .

skylight used in the waiting areaskylight used in the waiting area

ShadingShading

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In the south walls In the south walls horizontal solar shading horizontal solar shading windows (overhang), made windows (overhang), made of aluminum material.of aluminum material.

And in west, east walls And in west, east walls windows vertical solar windows vertical solar shading windows shading windows (shutters) was made of (shutters) was made of aluminum. aluminum.

((thermal insulation) thermal insulation)

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Solar AnalysisSolar Analysis

Ecotect analysisEcotect analysis

the external wall section and U value the external wall section and U value “Thermal Conductivity” =0.83 W/m2.K.“Thermal Conductivity” =0.83 W/m2.K.

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Solar AnalysisSolar Analysis(Ecotect analysis)(Ecotect analysis)

The monthly load consumption for heating and cooling for The monthly load consumption for heating and cooling for zone D:zone D:

Heating: 18578 W at 21:00 on 11th JanuaryHeating: 18578 W at 21:00 on 11th JanuaryMax Cooling: 23330 W at 14:00 on 21st AugustMax Cooling: 23330 W at 14:00 on 21st August

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Solar AnalysisSolar Analysis

HEATIN

G

COOLIN

G

TOTAL

MONTH (Wh) (Wh) (Wh)

Jan 1751683 0 1751683

Feb 1335664 0 1335664

Mar 1163132 0 1163132

Apr 593165 183596 776762

May 54438 1239349 1293787

JUN 0 2213834 2213834

Jul 0 2693538 2693538

Aug 0 2880356 2880356

Sep 0 1853797 1853797

Oct 1316 1304305 1305621

Nov 378517 56747 435264

Dec 1458903 0 1458903

------------ -------- --------- ---------

TOTAL 6736819 12425523 19162342

PER M² 22516 41528 64044

Floor Area 299.205 m2

MONTHLY MONTHLY HEATING/COOLING HEATING/COOLING

LOADSLOADS

Structural Structural DesignDesign

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Structural DesignStructural Design

Design DataDesign Data

• f’c =28 MPa FY=420 MPa Qall = 250 f’c =28 MPa FY=420 MPa Qall = 250

KN/mKN/m22

Loads :Loads :

D.L (super imposed) = 4 D.L (super imposed) = 4 KN/m2

L.L (based on the function of the building ) L.L (based on the function of the building )

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Function Live Load ( KN/m2 )

Reception and corridors 4Clinical and Support Services 4

Laboratory Service 7.5

Structural System : Structural System : One way ribbed slab with drop beams.One way ribbed slab with drop beams.

Design DataDesign Data

Tulkarm City, in zone 2A where Z=0.15.Tulkarm City, in zone 2A where Z=0.15.

The soil was classified as Sc.The soil was classified as Sc.

CV=0.25 Ca=0.18CV=0.25 Ca=0.18

R (R (indeterminate structure indeterminate structure )= 5.5.)= 5.5.

I = 1.25 V= 353 ton.I = 1.25 V= 353 ton.

The Response spectrum scale factor = 2.23.The Response spectrum scale factor = 2.23.

• Structural Code :Structural Code : ACI 318 .ACI 318 . UBC 97 .UBC 97 .

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SAP Model AnalysisSAP Model Analysis

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Checks from SAP program:Checks from SAP program:

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• 1.1. Compatibility check: Compatibility check:

Checks from SAP program:Checks from SAP program:

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• 2.2. Equilibrium Equilibrium CheckCheck

SAP resultSAP result manual manual resultresult

% %of of errorerror

Weight Weight 21963 20998 4.4%

Live LoadLive Load 3985.258 3985.28 O%

DL (super DL (super imposed)imposed)

3985.258 3985.258 O%

Internal forcesInternal forces SAP resultSAP result manual manual resultresult

% %of of errorerror

columncolumn 796.08 1213 >10%

Beams Beams 272.9 260.5 10%

Slabs Slabs 83.6 32.3 >10%

• 3.3.

SAP resultSAP result manual manual resultresult

% %of of errorerror

T T 0.35426 0.354 sec. 0%

• 4.4.

Beams and column LayoutBeams and column Layout

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sector Asector A

Footing and Tie beams LayoutFooting and Tie beams Layout

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sector Asector A

ReinforcementReinforcement detailing (sector A)detailing (sector A)Slab DesignSlab Design

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ReinforcementReinforcement detailing (sector A)detailing (sector A)Slab DesignSlab Design

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ReinforcementReinforcement detailingdetailingBeams DesignBeams Design

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ReinforcementReinforcement detailingdetailingBeams DesignBeams Design

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4 Ø 18 4 Ø 18

8 Ø 16 8 Ø 16

2 Ø 18 2 Ø 18

section K-Ksection K-K

Double stirrups 2Ø 10 / 15 cmDouble stirrups 2Ø 10 / 15 cm

section L-Lsection L-L

4 Ø 18 4 Ø 18

4 Ø 18 4 Ø 18

8 Ø 16 8 Ø 16

Double stirrups 2Ø 10 / 15 cmDouble stirrups 2Ø 10 / 15 cm

ReinforcementReinforcement detailingdetailingColumn DesignColumn Design

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C20 , C4C20 , C4 (30 *50 )cm(30 *50 )cm

8 Ø 16 8 Ø 16

Double stirrups 1Ø 10 / 15 Double stirrups 1Ø 10 / 15 cm cm

C15 , C5C15 , C5 (30 *60 )cm(30 *60 )cm

12 Ø 16 12 Ø 16

Double stirrups 1Ø 10 / 15 Double stirrups 1Ø 10 / 15 cm cm

ReinforcementReinforcement detailingdetailingFrame DesignFrame Design

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C4C5

ReinforcementReinforcement detailingdetailingShear wall DesignShear wall Design

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Footing and Tie beams LayoutFooting and Tie beams Layout

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ReinforcementReinforcement detailingdetailing Single Footing Design Single Footing Design

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ReinforcementReinforcement detailingdetailingcombinedcombined Footing DesignFooting Design

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ReinforcementReinforcement detailingdetailingcombined Footing Designcombined Footing Design

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ReinforcementReinforcement detailingdetailingshear wall Footing Designshear wall Footing Design

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MechanicalMechanicalDesignDesign

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Mechanical System Mechanical System

• HVAC SystemHVAC System

• Drainage systemDrainage system

• Water supply system: Water supply system:

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calculation of # of radiator needs for ground calculation of # of radiator needs for ground floorfloor

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 6

4 593.5 682.525 5.735504 6

5 868.8 999.12 8.395966 9

6 470.5 541.075 4.546849 5

7 250.7 288.305 2.422731 3

8 415 477.25 4.010504 5

9 230 264.5 2.222689 3

10 2843 3269.45 27.47437 28

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Heating system radiator Heating system radiator

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(Ground(Ground floor)floor)

Result of cooling Result of cooling calculationcalculation

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zone Qt (KW) V(L/m³)

1 2.1 0.12

2 3.96 0.22628571

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3 2.93 0.16742857

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4 2.23 0.12742857

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5 4.2 0.24

6 1.68 0.096

7 1.31 0.07485714

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8 1.81 0.10342857

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9 1.2 0.06857142

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10 5 0.28571428

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Cooling systemCooling system

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(Ground(Ground floor)floor)

Drainage system Drainage system

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(Ground(Ground floor)floor)

Drainage system Drainage system

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(Sample of sector)(Sample of sector)

Drainage system Drainage system

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(Rain slop)(Rain slop)

Water supply system Water supply system

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(Ground(Ground floor)floor)

Water supply systemWater supply system

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(Sample(Sample ofof sector)sector)

Water supply system Water supply system ( Roof)( Roof)

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Electrical Electrical DesignDesign

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Electrical System Electrical System

• Lighting designLighting design (Using Dialux program) (Using Dialux program)

• Power System designPower System design

• Panel circuit breaker Panel circuit breaker

• Drop voltage systemDrop voltage system camera systemcamera system sound systemsound system

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Dialux analysis Dialux analysis

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Ob- gyn ClinicOb- gyn Clinic

Luminaries Wattage: 60.0 W

Lamp Type:Lamp Type:Fluorescent

HELLA IL_PLM2_600x600 Panel Light (2 unite /pieces)

Room need = 1000 lux

We need 6 pieces

1327 lux from luminaries

1153 lux from day light

Lighting distributionLighting distribution(Ground floor)(Ground floor)

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Socket distribution Socket distribution (ground (ground floor)floor)

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Camera System Camera System (ground floor)(ground floor)

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Sound Call System Sound Call System (ground (ground floor)floor)

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SafetySafety Design Design

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Fire SystemFire System

• The fire alarm system :The fire alarm system :

1.Manual call point1.Manual call point

2.Heat sensors 2.Heat sensors

3.Smoke sensors3.Smoke sensors

• Fire fighting systems :Fire fighting systems :

1.Fire Extinguisher1.Fire Extinguisher

2.Fire rubber Hoses2.Fire rubber Hoses

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Ground Ground FloorFloor

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First FloorFirst Floor

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Layout Ground Layout Ground FloorFloor

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Layout First Layout First FloorFloor

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Quantity Quantity surveying surveying

Quantity surveying Quantity surveying

Activity Quantity  Units

Excavation 292.6 CM

Back filling 102.4 CM

concrete 253.58 CM

Form work 942.5 SM

Rib 3084 Piece

Steel 52.6 Ton

plaster 852.3 SM

painting 852.3 SM

Tilling 256.8 SM

False ceiling 256.8 SM

skirting 326 LM

Bathroom wall Tiling 68 SM

Doors 28 Piece

windows 66 Piece69

Project Costs Estimate:Project Costs Estimate:

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• Cost estimate for sector (A) :171000 $

Cost estimate for the project : 741000 $

Thank YouThank You