AnNajah National University Building Engineering Department Graduation Project
![An-Najah National University Building Engineering Department Graduation Project 2: Design Orthopedic Specialist Hospital Prepared An-Najah National University Building Engineering Department Graduation Project 2: Design Orthopedic Specialist Hospital Prepared](https://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-1.jpg)
An-Najah National University Building Engineering Department Graduation Project 2: Design Orthopedic Specialist Hospital Prepared By: Mohannad Iyad Al-Shak’a. Supervisor: Dr. Mutasim Baba. Yasmine Fareed Sarah. Mais Nabeel Abu-Alhasan. May, 2015
![OUTLINE: Introduction To project Architectural Design Structural Design Environmental Design Mechanical Design Fire system OUTLINE: Introduction To project Architectural Design Structural Design Environmental Design Mechanical Design Fire system](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-2.jpg)
OUTLINE: Introduction To project Architectural Design Structural Design Environmental Design Mechanical Design Fire system Design Electrical Design Cost estimation
![Introduction to project: q Since there is no orthopedic specialist hospital in North-West Bank, Introduction to project: q Since there is no orthopedic specialist hospital in North-West Bank,](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-3.jpg)
Introduction to project: q Since there is no orthopedic specialist hospital in North-West Bank, it has been assigned to serve the northern regions and parts of the southern regions.
![](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-4.jpg)
![Architectural design: - Architectural design: -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-5.jpg)
Architectural design: -
![Architectural design: - Original Design Architectural design: - Original Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-6.jpg)
Architectural design: - Original Design
![Architectural design: - New Design Architectural design: - New Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-7.jpg)
Architectural design: - New Design
![Architectural design: - Original Design Architectural design: - Original Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-8.jpg)
Architectural design: - Original Design
![Architectural design: - New Design Architectural design: - New Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-9.jpg)
Architectural design: - New Design
![Architectural design: - New Design Architectural design: - New Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-10.jpg)
Architectural design: - New Design
![Architectural design: - Architectural design: -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-11.jpg)
Architectural design: -
![Site plan: Site plan:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-12.jpg)
Site plan:
![ELEVATIONS : - East elevation ELEVATIONS : - East elevation](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-13.jpg)
ELEVATIONS : - East elevation
![ELEVATIONS : - West elevation ELEVATIONS : - West elevation](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-14.jpg)
ELEVATIONS : - West elevation
![ELEVATIONS : - North elevation ELEVATIONS : - North elevation](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-15.jpg)
ELEVATIONS : - North elevation
![ELEVATIONS : - South elevation ELEVATIONS : - South elevation](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-16.jpg)
ELEVATIONS : - South elevation
![The Sections : - Section A-A The Sections : - Section A-A](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-17.jpg)
The Sections : - Section A-A
![The Sections : - Section B-B The Sections : - Section B-B](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-18.jpg)
The Sections : - Section B-B
![The Sections : - Section C-C The Sections : - Section C-C](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-19.jpg)
The Sections : - Section C-C
![The Sections : - Section D-D The Sections : - Section D-D](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-20.jpg)
The Sections : - Section D-D
![STRUCTURAL DESIGN STRUCTURAL DESIGN](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-21.jpg)
STRUCTURAL DESIGN
![DESIGN DATA : Concrete compressive strength f’c = 28 Mpa Slab. beam , shear DESIGN DATA : Concrete compressive strength f’c = 28 Mpa Slab. beam , shear](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-22.jpg)
DESIGN DATA : Concrete compressive strength f’c = 28 Mpa Slab. beam , shear wall. tie beam f’c= 48 Mpa Columns , and footing Yielding strength of steel Fy = 420 Mpa Bearing capacity of soil 250 KN/m 2 Load Soil profile is SD. Super imposed dead Live load = 5 KN/m 2 load=5 KN/m 2
![The building of our project consists of eight blocks. we design block A with The building of our project consists of eight blocks. we design block A with](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-23.jpg)
The building of our project consists of eight blocks. we design block A with fully Structural Design.
![Slab model for block A : - Slab model for block A : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-24.jpg)
Slab model for block A : -
![q ONE WAY SOLID SLAB DETAILS : q ONE WAY SOLID SLAB DETAILS :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-25.jpg)
q ONE WAY SOLID SLAB DETAILS :
![q. CHECK MODEL. � Compatibility check q. CHECK MODEL. � Compatibility check](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-26.jpg)
q. CHECK MODEL. � Compatibility check
![q. EQUILIBRIUM CHECK > OK Equilibrium from Manual SAP The error % live load q. EQUILIBRIUM CHECK > OK Equilibrium from Manual SAP The error % live load](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-27.jpg)
q. EQUILIBRIUM CHECK > OK Equilibrium from Manual SAP The error % live load 7768 KN 7786. 23 KN 1. 48 % accepted super imposed dead load 15286 KN 15298. 83 KN 1 % accepted dead load 21610. 7 KN 20989. 9 KN 2. 8 % accepted
![q STRESS – STRAIN CHECK: Manual result SAP result Error % For the slab q STRESS – STRAIN CHECK: Manual result SAP result Error % For the slab](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-28.jpg)
q STRESS – STRAIN CHECK: Manual result SAP result Error % For the slab 10 (KN. m) 9. 7 (KN. m) 3. 09 % acceptable the beam 87. 34 KN. m 130. 3 KN. m 3. 2 % acceptable Column 1 450 KN 480 KN 6. 6 % acceptable
![Seismic design using Response Spectrum – UBC 97: � Soil type SD � Cv Seismic design using Response Spectrum – UBC 97: � Soil type SD � Cv](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-29.jpg)
Seismic design using Response Spectrum – UBC 97: � Soil type SD � Cv = 0. 40 � Ca = 0. 28 � T = 0. 27 sec.
![we use one type of column (60*80) cm. we use one type of column (60*80) cm.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-30.jpg)
we use one type of column (60*80) cm.
![Reinforcement details in columns : - Reinforcement details in columns : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-31.jpg)
Reinforcement details in columns : -
![Types of beam. � the main beam in x direction =(40*70) cm. � beam Types of beam. � the main beam in x direction =(40*70) cm. � beam](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-32.jpg)
Types of beam. � the main beam in x direction =(40*70) cm. � beam (40*50) cm. � beam (30*30 )cm.
![Reinforcement details in beams: - Reinforcement details in beams: -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-33.jpg)
Reinforcement details in beams: -
![q FOOTING DESIGN : § footing plane: q FOOTING DESIGN : § footing plane:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-34.jpg)
q FOOTING DESIGN : § footing plane:
![q ISOLATED FOOTING : - q ISOLATED FOOTING : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-35.jpg)
q ISOLATED FOOTING : -
![Reinforcement design for footing : Ø footing 1, 2, 3 , 11. Ø footing Reinforcement design for footing : Ø footing 1, 2, 3 , 11. Ø footing](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-36.jpg)
Reinforcement design for footing : Ø footing 1, 2, 3 , 11. Ø footing 5, 6, 7, 12.
![Ø footing 4: - Ø footing 8: - Ø footing 4: - Ø footing 8: -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-37.jpg)
Ø footing 4: - Ø footing 8: -
![Ø Mat footing (1) with 40 cm thickness : - Ø Mat footing (1) with 40 cm thickness : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-38.jpg)
Ø Mat footing (1) with 40 cm thickness : -
![Ø Top & bottom reinforcement for mat footing (1) : - Ø Top & bottom reinforcement for mat footing (1) : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-39.jpg)
Ø Top & bottom reinforcement for mat footing (1) : -
![Ø Top & bottom reinforcement for mat footing (1) : - Ø Top & bottom reinforcement for mat footing (1) : -](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-40.jpg)
Ø Top & bottom reinforcement for mat footing (1) : -
![Mat footing (2) with 40 cm thickness : Mat footing (2) with 40 cm thickness :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-41.jpg)
Mat footing (2) with 40 cm thickness :
![Mat footing (2) with 40 cm thickness : Mat footing (2) with 40 cm thickness :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-42.jpg)
Mat footing (2) with 40 cm thickness :
![Mat footing (3) with 50 cm thickness : Mat footing (3) with 50 cm thickness :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-43.jpg)
Mat footing (3) with 50 cm thickness :
![Design of tie beams: Design of tie beams:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-44.jpg)
Design of tie beams:
![Hydrotherapy pool: Design Data: • • Wall Thickness: tw=0. 25 m. TS =1. 11 Hydrotherapy pool: Design Data: • • Wall Thickness: tw=0. 25 m. TS =1. 11](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-45.jpg)
Hydrotherapy pool: Design Data: • • Wall Thickness: tw=0. 25 m. TS =1. 11 s SS=1. 55 S 1=0. 93 I =1. 25 Fa=1 FV=1. 5
![q Hydrotherapy pool details : q Hydrotherapy pool details :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-46.jpg)
q Hydrotherapy pool details :
![](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-47.jpg)
![q SHEAR WALL DESIGN : q SHEAR WALL DESIGN :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-48.jpg)
q SHEAR WALL DESIGN :
![Enviromental Design Enviromental Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-49.jpg)
Enviromental Design
![• This calculation only for one block for four floors of the hospital. • This calculation only for one block for four floors of the hospital.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-50.jpg)
• This calculation only for one block for four floors of the hospital.
![• Annual sun path for January at 8 Am. : • Annual sun path for January at 8 Am. :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-51.jpg)
• Annual sun path for January at 8 Am. :
![• Annual sun path for January at 12 pm. : • Annual sun path for January at 12 pm. :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-52.jpg)
• Annual sun path for January at 12 pm. :
![• Annual sun path for January at 4 pm. : Jan. 4 • Annual sun path for January at 4 pm. : Jan. 4](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-53.jpg)
• Annual sun path for January at 4 pm. : Jan. 4
![v. Annual sun path for July at 8 Am. : v. Annual sun path for July at 8 Am. :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-54.jpg)
v. Annual sun path for July at 8 Am. :
![v. Annual sun path for July at 12 pm. : v. Annual sun path for July at 12 pm. :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-55.jpg)
v. Annual sun path for July at 12 pm. :
![v. Annual sun path for July at 4 pm. : v. Annual sun path for July at 4 pm. :](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-56.jpg)
v. Annual sun path for July at 4 pm. :
![Shading for elevations: Shading for elevations:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-57.jpg)
Shading for elevations:
![Daylight factor for Emergency in west elevation: It has a daylight factor of 3. Daylight factor for Emergency in west elevation: It has a daylight factor of 3.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-58.jpg)
Daylight factor for Emergency in west elevation: It has a daylight factor of 3. 19% and daylight level of 289 Lux.
![Daylight factor for Doctors room (north) : It has a daylight factor of 3. Daylight factor for Doctors room (north) : It has a daylight factor of 3.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-59.jpg)
Daylight factor for Doctors room (north) : It has a daylight factor of 3. 83% and daylight level of 345 lux.
![Daylight factor for Clinic(south-east): - It has a daylight factor of 3. 76% and Daylight factor for Clinic(south-east): - It has a daylight factor of 3. 76% and](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-60.jpg)
Daylight factor for Clinic(south-east): - It has a daylight factor of 3. 76% and daylight level of 339 lux.
![Daylight factor for Bedroom (south-west): _ It has a daylight factor of 4. 20% Daylight factor for Bedroom (south-west): _ It has a daylight factor of 4. 20%](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-61.jpg)
Daylight factor for Bedroom (south-west): _ It has a daylight factor of 4. 20% and daylight level of 378 lux.
![Thermal Design: • Material used for external walls: Thermal Conductivity (U) equal to 0. Thermal Design: • Material used for external walls: Thermal Conductivity (U) equal to 0.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-62.jpg)
Thermal Design: • Material used for external walls: Thermal Conductivity (U) equal to 0. 502 W/m 2. k. • Material used for windows: Thermal Conductivity (U) for windows (Double glazed) equal to 1. 689 W/m 2. K.
![Materials used for floors: Thermal Conductivity (U) for floor equal to 0. 86 W/m Materials used for floors: Thermal Conductivity (U) for floor equal to 0. 86 W/m](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-63.jpg)
Materials used for floors: Thermal Conductivity (U) for floor equal to 0. 86 W/m 2. k. Materials used for ceiling: Thermal Conductivity (U) for ceiling equal to 0. 623 W/m 2. k.
![Monthly heating & cooling for the block: Max. heating load= 5. 35 kwh/m 2. Monthly heating & cooling for the block: Max. heating load= 5. 35 kwh/m 2.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-64.jpg)
Monthly heating & cooling for the block: Max. heating load= 5. 35 kwh/m 2. Max. cooling load= 5. 01 kwh/m 2.
![Annual heating and cooling for the block: Heating load (Kw/m 2) 20. 69 Cooling Annual heating and cooling for the block: Heating load (Kw/m 2) 20. 69 Cooling](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-65.jpg)
Annual heating and cooling for the block: Heating load (Kw/m 2) 20. 69 Cooling load (Kw/m 2) 22. 73
![q ACOUSTICAL DESIGN: (Floor design) Impact Sound Insulation of Floor-Ceiling between hospital units: Apt. q ACOUSTICAL DESIGN: (Floor design) Impact Sound Insulation of Floor-Ceiling between hospital units: Apt.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-66.jpg)
q ACOUSTICAL DESIGN: (Floor design) Impact Sound Insulation of Floor-Ceiling between hospital units: Apt. A` Apt. B IIC Patient room Above Patient room 46 -49 d. B corridor Above Patient room 46 -49 d. B Patient room Above ICU or operation 46 -49 d. B Corridor and meeting Above operation 54 -57 d. B room
![q STC between patient rooms equal to 31 -41 db. Internal walls between patient q STC between patient rooms equal to 31 -41 db. Internal walls between patient](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-67.jpg)
q STC between patient rooms equal to 31 -41 db. Internal walls between patient room. Layers STC 4 -in. Dense hollow block 38 Add plaster to both sides Plus 4 Total 42
![STC for doctors room: • The value of STC between doctors room and gym STC for doctors room: • The value of STC between doctors room and gym](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-68.jpg)
STC for doctors room: • The value of STC between doctors room and gym shall be about 54 -59 db. • The value of STC between corridors and doctors room shall be 31 -42.
![• Material used for partition between doctor’s room and corridor. • Material used • Material used for partition between doctor’s room and corridor. • Material used](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-69.jpg)
• Material used for partition between doctor’s room and corridor. • Material used for partition between doctor’s room and gym. Layers STC 8 -in. Dense hollow block 48 4 -in. Dense hollow block 38 Add sand to cores of hollow blocks Plus 3 Add plaster to both sides Plus 4 Add furring strips, lath and plaster to both sides Plus 10 Add sand to cores of hollow blocks Plus 3 Total 61 Total 45
![External walls: STC equal 61 db. • Since, the average noise out of the External walls: STC equal 61 db. • Since, the average noise out of the](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-70.jpg)
External walls: STC equal 61 db. • Since, the average noise out of the hospital about 59, so 61 db for this exterior wall is acceptable.
![Acoustical Design: (RT 60) The required optimum values of RT 60 level in emergency Acoustical Design: (RT 60) The required optimum values of RT 60 level in emergency](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-71.jpg)
Acoustical Design: (RT 60) The required optimum values of RT 60 level in emergency is 0. 6 -1 sec. • Materials used for floor and beds • Materials used for ceiling. • Materials used for walls and door.
![Acoustical Design: (RT 60) RT 60 from ecotect Acoustical Design: (RT 60) RT 60 from ecotect](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-72.jpg)
Acoustical Design: (RT 60) RT 60 from ecotect
![Acoustical Design: (RT 60) � The required optimum values of RT 60 level in Acoustical Design: (RT 60) � The required optimum values of RT 60 level in](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-73.jpg)
Acoustical Design: (RT 60) � The required optimum values of RT 60 level in patient room is 0. 40. 8 sec. • Material used for ceiling • Material used for floor and furniture • Material used for walls and door
![Acoustical Design: (RT 60) RT 60 from ecotect Acoustical Design: (RT 60) RT 60 from ecotect](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-74.jpg)
Acoustical Design: (RT 60) RT 60 from ecotect
![Acoustical Design: (RT 60) � The required optimum values of RT 60 level in Acoustical Design: (RT 60) � The required optimum values of RT 60 level in](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-75.jpg)
Acoustical Design: (RT 60) � The required optimum values of RT 60 level in GYM is 1 -1. 25 sec. Material used for ceiling Material used for tiles and devices Material used for walls and windows
![Acoustical Design: (RT 60) RT 60 from ecotect Acoustical Design: (RT 60) RT 60 from ecotect](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-76.jpg)
Acoustical Design: (RT 60) RT 60 from ecotect
![MECHANICAL DESIGN MECHANICAL DESIGN](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-77.jpg)
MECHANICAL DESIGN
![q HVAC DESIGN: § Using DC-12 fan coil unit § Filters for operating and q HVAC DESIGN: § Using DC-12 fan coil unit § Filters for operating and](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-78.jpg)
q HVAC DESIGN: § Using DC-12 fan coil unit § Filters for operating and ICUs.
![q HVAC: q HVAC:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-79.jpg)
q HVAC:
![q HVAC: q HVAC:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-80.jpg)
q HVAC:
![q HVAC: q HVAC:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-81.jpg)
q HVAC:
![q HVAC: q HVAC:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-82.jpg)
q HVAC:
![q HVAC: q HVAC:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-83.jpg)
q HVAC:
![• After using about 65 fan coil unit with flow rate 952 cmf • After using about 65 fan coil unit with flow rate 952 cmf](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-84.jpg)
• After using about 65 fan coil unit with flow rate 952 cmf (0. 45 m 3/s) for the hospital, APX 90 -2 S chiller has to be used. • A large air handling unit used to get a fresh air for basement, ground and first floors in the hospital.
![q WATER SUPPLY: • 2. 5 " steel pipe for vertical feeder • 1. q WATER SUPPLY: • 2. 5 " steel pipe for vertical feeder • 1.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-85.jpg)
q WATER SUPPLY: • 2. 5 " steel pipe for vertical feeder • 1. 5 " pvc pipe for main feeder. • 0. 75 pvc pipe for branch.
![Sewage system: Bathrooms Sewage system: Bathrooms](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-86.jpg)
Sewage system: Bathrooms
![Gas lines: Gas lines:](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-87.jpg)
Gas lines:
![ELECTRICAL DESIGN ELECTRICAL DESIGN](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-88.jpg)
ELECTRICAL DESIGN
![q WAITING ROOM 1: Eav [lx] u 0 UGR 288 0. 746 10 -16 q WAITING ROOM 1: Eav [lx] u 0 UGR 288 0. 746 10 -16](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-89.jpg)
q WAITING ROOM 1: Eav [lx] u 0 UGR 288 0. 746 10 -16
![q X- RAY ROOM : - Eav [lx] u 0 UGR 347 0. 815 q X- RAY ROOM : - Eav [lx] u 0 UGR 347 0. 815](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-90.jpg)
q X- RAY ROOM : - Eav [lx] u 0 UGR 347 0. 815 <10
![q SINGLE BEDROOM: Eav [lx] 346 u 0 0. 685 UGR <10 q SINGLE BEDROOM: Eav [lx] 346 u 0 0. 685 UGR <10](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-91.jpg)
q SINGLE BEDROOM: Eav [lx] 346 u 0 0. 685 UGR <10
![q EMERGENCY ROOM: Eav [lx] 533 u 0 0. 727 UGR 11 -13 q EMERGENCY ROOM: Eav [lx] 533 u 0 0. 727 UGR 11 -13](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-92.jpg)
q EMERGENCY ROOM: Eav [lx] 533 u 0 0. 727 UGR 11 -13
![§ Sockets distribution for the ground floor. § Sockets distribution for the ground floor.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-93.jpg)
§ Sockets distribution for the ground floor.
![§ Light distribution for the Ground floors. § Light distribution for the Ground floors.](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-94.jpg)
§ Light distribution for the Ground floors.
![Fire & Safety Design Fire & Safety Design](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-95.jpg)
Fire & Safety Design
![Distribution of stairs in hospital Distribution of stairs in hospital](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-96.jpg)
Distribution of stairs in hospital
![q Fire system used in the hospital: - q Safety signs: Staircase sign Fire q Fire system used in the hospital: - q Safety signs: Staircase sign Fire](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-97.jpg)
q Fire system used in the hospital: - q Safety signs: Staircase sign Fire extinguishers Hose system Use elevators Sprinklers Right and left Exit Fire alarm Fire exit Smoke detectors
![](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-98.jpg)
![COST ESTIMATION: Total Price for our block NIS Structural system 1158407 Electrical system 41180 COST ESTIMATION: Total Price for our block NIS Structural system 1158407 Electrical system 41180](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-99.jpg)
COST ESTIMATION: Total Price for our block NIS Structural system 1158407 Electrical system 41180 HVAC 73421 Finishing: 996053. 5
![](http://slidetodoc.com/presentation_image/0e8c0e5cd44525bdf67a888423eb9522/image-100.jpg)
- Slides: 100