Graduation Project 2 Presentation New Design of a Multipurpose Building

Prepared By : Amjad ZidanOsama Rashad Ashraf Moshref

Supervised by : Eng. Moayad SalhabProject Main Idea

Summary : 1- Architectural Design2- Environmental Design3-Structural design4-Mechanical design5-Electrical design6-Safety & Fire Design7-Quantity Surveying & Specifications

ARCHITECTURAL DESIGN Basic Elements :

1- The Main Entrance 2- The Main Hall 3- Stairs Site Plan

Main Hall

Stairs

Stairs

Ground Floor

Ground Floor

Second FloorOffices

Offices

3rd & 4th FloorsResidential

Residential

Ramps

Ramps Location

Environmental Design 1- Acoustical and Thermal Insulation

2-Natural Day Lighting

3-Shading Acoustical and Thermal Insulation

Type of materialThicknessK ( w/m.k)R ( m2.k/w)STC (db)Outside..0.04Stone 0.0726000.02750Rei. Concrete0.221000.09550Polyurethane foam 0.030.031.0003Gypsum Board0.10.210.0482Cement Plaster with lime0.020.870.0232Rock wool 0.020.0440.4553Inside..0.13..Total R1.817Total STCU(w/m2)0.5563Acoustical and Thermal Insulation

Type of materialThicknessK ( w/m.k)R ( m2.k/w)STC (db)Outside..0.04Cement Plaster with lime 0.0150.870.0172Hollow Block 0.10.120.83338Polyurethane foam 0.010.030.33311Gypsum Board0.010.1790.0562Cement Plaster with lime0.0150.870.0172Inside..0.13..Total R1.427Total STCU(w/m2)0.70157Acoustical and Thermal Insulation

Type of materialThicknessK ( w/m.k)R ( m2.k/w)STC (db)Outside..0.04Cement Plaster with lime 0.0150.870.0172Hollow Block 0.10.120.83338Gypsum Board0.020.1790.1122Cement Plaster with lime0.0150.870.0172Inside..0.13..Total R1.15Total STCU(w/m2)0.8745

Natural Day Lighting Shape of building on Ecotect

The Shadow of the Building in summer Building shadow at 8am 15th of May

The Shadow of the Building in WinterBuilding shadow at 8AM 21st of January

The Sun Path in Summer in May

The Sun Path in Winter in January

Daylight levels samples of selected areas in the building Hall in Ground Floor Daylight levels

Shop 9(cafeteria) Daylight levels

Staff Room office 6 daylight levels

Shading

For south elevationCantileverFor East/West elevationVertical shutter

Structural Design The design codes used in the design process in our project :

American Concrete Institute ACI318-09The seismic design code UBC97

Loads and SpecificationsLive Load : In Mall 0.5ton/m2 (500kg/m2)In Residential and Offices 0.3ton/m2 (300kg/m2)Super Imposed Dead Load : 0.35ton/m2 (350kg/m2)`c :B350 for slabs, beams and footings (`c = 280 kg/cm)B400 for columns (`c = 300 kg/cm)fy : 4200kg\ cmBearing Capacity (BC) : 35ton/m2Center of Columns

Columns and Reinforcement DetailsColbhAsG12040814G23040814G33050816G42540814G52030814G64040816G72030814

Steel bars for each group :

Slabs and BeamsBasement Slab

Slabs and BeamsGround and First Floor Slab

Slabs and BeamsSecond Floor Slab

Slabs and BeamsThird and Forth Floor Slab

Section Through Ribs

SlabsReinforcement Details for Basement Slab

SlabsReinforcement Details for Ground and First Floor Slab

SlabsReinforcement Details for Second, Third and forth floor Slab

BeamsLong Section in Beam 1 in Basement Slab

BeamTop reinforcementBottom reinforcementb1614614b2614614b3614614b4614614b5614614b6614614b7614614b8614614BeamsCross Section 1 in Beam 1

Cross Section 2 in Beam 1

Footings and Tie Beams

FootingsSingle Footing

Footinglength(m)width(m)height(m)As LAs WF11.71.70.4916716F2220.511161016F322.50.5512181018F41.41.40.4714714F5320.515181418FootingsCombined Footing

Stairs Reinforcement Details for Stairs

Joints Reinforcement Details

Seismic DesignSeismic Separation

Seismic DesignThe Seismic Checks using Sap2000 :

1- Compatibility Check

2- Equilibrium Check

3- Check for Internal ForcesMechanical Design The Mechanical Design Consists of four stages

1-Drainage 2-Water Supply 3-HVAC4-ElevatorsDrainage The Drainage system for third floor

Drainage

FloorsNumber of Drainage Fixture unitsGround floor40First floor40Second floor63Third floor98Fourth floor98Water Supply

2'' for Water meter for each Apartment2.5forMain Vertical Pipe2'' for Horizontal Pipe3/4'' for Horizontal(Branch) inside Pipe

HVAC System 1- Heating

2- CoolingHeating LossWE USE# COLUMS(3C)M'# radiatorsTOTAL LOSSROOM109.80.040811999.74Zone 187.20.025711249.36Zone 298.40.025811289.7Zone 31413.10.050012632.36Zone 498.70.026211294.64Zone 598.90.036711437.27Zone 6Heating System

Heating Gain Q totalQLQsROOMequipmentoccupantsventilationequipmentlightingoccupantsventilationQ WIN+ WALL2818.8512088576139130.05119232.81553.0MASTER BEDROOM2180.3088576170134.3119232.8860.2BEDROOM A2566.1512088576224123.25119232.81083.1BEDROOM B6005.87501321036.82363139.4178.5419.04987.9KITCHIN2502.40352130485374476931.21213.4GUEST RROM12229.29907485068.829819011011.52048.645697.6TOTALCooling System

Elevator Design Average Population : 1300 person%HC : 14% (Center City type)After Calculations N = 5 , 3500/lb 400fpm

But because there's many stairs in the building and to satisfy symmetry to the building for seismic code requirements and for Architectural considerations, it was more practical to use 4 elevators.

Electrical Design Dialux SampleSockets Calculations and samplesLighting CalculationsMain Distribution Board MDBBranch CalculationsDialux

Surface [%]E avg [lx]E min [lx]E max [lx]u0Work plane/480588460.122Floor30334226860.067Ceiling73137382980.277Walls (7)7517029527/Cafeteria Luminaire and Lighting Calculations using DialuxSocket CalculationsTotal currenttotal number of socketsnumber of socketsPlaceNo. of floor500 Amp100(5A)100General(all shops)Ground Floor240 Amp16(15A)16Special Loads20 Amp4(5A)4WCs20 Amp4(5A)4Lobby780 AmpTotal Current in Ground Floor500 Amp100(5A)100General(all shops)First Floor20 Amp4(5A)4WCs520 AmpTotal Current in First Floor65 Amp13(5A)13Office 1Second Floor70 Amp14(5A)14Office 270 Amp14(5A)14Office 395 Amp19(5A)19Office 4100 Amp20(5A)20Office 5105 Amp21(5A)21Office 685 Amp17(5A)17Office 720 Amp4(5A)4Lobby 610 AmpTotal Current in Second Floor160 Amp32(5A)32Apartment 1 -WestThird Floor160 Amp32(5A)32Apartment 2 -West170 Amp34(5A)34Apartment 3 -East165 Amp33(5A)33Apartment 4 -East655 AmpTotal Current in Third Floor160 Amp32(5A)32Apartment 1 -WestFourth Floor160 Amp32(5A)32Apartment 2 -West170 Amp34(5A)34Apartment 3 -East165 Amp33(5A)33Apartment 4 East655 AmpTotal Current in Fourth Floor3220 AmpTotal Current in the BuildingSockets Calculations in the entire Commercial CenterSocket CalculationsSocket Calculations Sample and Sockets Distribution for (Apartment 2 F3)

Total currenttotal number of socketsnumber of socketsPlaceNo. of floor160 Amp32(5A)32Apartment 2 -WestThird FloorLighting CalculationsTotal wattNnWattType of lampplace2884236FluorescentShop 12884236FluorescentSecurity5768236FluorescentShop 33605236FluorescentShop 436-218PL1442236FluorescentShop 54326236FluorescentShop 62884236FluorescentShop 75768236FluorescentShop 872-418PL129618236FluorescentShop 9A sample of the Ground Floor Calculations for Lighting 13100 WattTotal Watt in Ground Floor45160 WattTotal Watt in the BuildingLighting Calculations

201628236FluorescentOffice 736-218PL281214BEGA T16Lighting Calculations Sample and Distribution of Luminaires for Office 6 MDB(Main Distribution Board)MDB Details

MDB(Main Distribution Board)

Branch Circuit Calculations - Diversity Factor for lighting = 0.8- Diversity Factor for sockets = 0.2- Safety Factor =1.5- Power Factor = 0.8- Current for lighting = 10 Amp- Current for sockets = 16 Amp

Branch Circuit Calculations Circuit breaker sample for Apartment 2 F3 :Lighting load for Apartment 2 F3 = 930WattSockets load for Apartment 2 F3= 160 AmpN for lighting branches= 5 Circuit breaker for lightingN for sockets branches= 32/2 = 16 Circuit breaker for sockets.

Safety and Fire DesignFire System and Details

Fire Exits

Fire System DetailsFire System details in Offices (1)

Fire System DetailsFire System details in Offices (2)

Fire ExitsFire Exits in the Ground and First Floor

Fire Exits

Fire Exits in the Second FloorFire ExitsFire Exits in the Second Floor

Fire Exits

The Western Fire Exit in the Eastern part of the Third and Forth Floor Quantity Surveying & Specifications Volume of concrete Cost Walls 271.1 (m3)94885 NISFloor and roof4925.46 (m3)1723911 NISColumns 145.64 (m3)50974 NISFooting 99.12 (m3)34692 NISTotal5441.32 (m3)1904462 NISTotal Concrete Total Steel Volume of concrete Cost Walls 271.1 (m3)94885 NISFloor and roof4925.46 (m3)1723911 NISColumns 145.64 (m3)50974 NISFooting 99.12 (m3)34692 NISTotal5441.32 (m3)1904462 NISTotal CostEarth work158960Concrete1904462steel889657.6block96476.1Stone 52602.42Labor 450000Total 3604760.54 NIS Thank You For Listing Any Questions ?