Mulit functional Building design Graduation Project “2” Prepared by: Supervisor : Dr. Nermeen Al-barq Orouba Abdullah Qutaiba Yaseen Ruba ammar Yusra AbuMohsen 1 Outline: Introduction Structural Design Quantity Surveying and Cost Estimation Environmental Design Mechanical Design Electrical Design Architectural Design Safety Design Architectural Design Architectural Design: 1 site plan 2- the plans 3- sections Site plan: The main entrance of the restaurant is from Jamal Abdel Nasser Park, the secondary entrance of parking, management, and services are from Yafa Street as shown in the figure below. The site contains parking which the capacity of it about 36 car, and there are two ramps the first one for entrance, and the second one for exit 6 Ground Floor Area=1025m^2 Architectural Design: The ground floor contains the reception and cashier, coat room, kitchen, dining area, mechanical and electrical rooms and storage 7 First Floor Area=1300m^2 Architectural Design: secand Floor Area=1300m^2 Architectural Design: third Floor Area=1300m^2 Architectural Design: Elevation(North ) Elevation (suoth) Architectural Design: Elevation(east ) Elevation(North ) Structural Design Structural Design: 1- Design codes 2- Loads 3-ETABS model and checks 4- Structural elements and detailing Design Codes: ACI -318-08 (American Concrete Institution) for reinforced concrete structural design. UBC-97 (Uniform Building Code) for earthquake load computations. ASCE (American Society Of Civil Engineers) for design loads. Structural Design: Loads: Structural Design: Type of loads Load (KN/m2) Live load 5KN/m2 Super imposed 6.1KN/m2 Exterior walls 25KN/m 18 Seismic Design Data: Location …Tubas Zone ….2B CV=0.4 CA=0.28 Z= 0.2 Soil type….SD Structural System: The system of the slab is one way ribbed slab(40 cm thickness ) with Drop beams. 20 ETABS models: Checks for models : 1. Compatibility check and Deflection check : U z from ETABS= 19mm < U max= 30mm compatibility had achieved as shown in the figure 22 2. Equilibrium check: Load Manual ETABS Error Dead load 48440.9 KN 49000KN 1.5 % Live load 20315.5 KN 20316.5KN 0.0043 % Super imposed 29502 KN 29502.5 KN 0.003 % 23 3. Internal Forces Check: Difference ETABS Manual Load 0.8% 5028.2KN 5071 KN axial load for column 0.15% 400.5 KN . m 342 KN Moment for beam 0.077%. 83.2KN 90kN.m Moment for Slab (interior span) 4. Period Check: ETAB < 1.3 T manual ETABS Manual o.039<0.65 0.039 0.5 5. equivalent static check: ETABS>MANUAL ETABS Manual OK EQ x= 10742 EQ y= 11742 V max = 10637.7KN · Drift CHECK: ∆(in elastic)=19mm …< 112.5mm Design of Slab: One-Way Ribbed Slab Beam Design: Concrete Beam Scheduale : Column Design: Column Design: Footing Design: Shear Wall Design: Environmental Design Environmental Design: 1- The layers for the elements 2- Thermal analysis 3- Daylight factor 4- Shading design Thermal Analysis ( Jawwal ) Total floor area = 417 m2 – full occupancy – Full air conditioned Materials : External wall of U = 0.41 W/m2.K Internal wall of U = 0.64 W/m2.K Ceiling: 0.27 W/m2.K Ground floor : U-value = 0.38 W/m2.K Glass material : Glass in Jawwal and the Bank U = 1.5 W/m2.K Jawwal Breakdown analysis : Heating/cooling loads (Jawwal) Max Heating: 5.075 KW at 12:00 on 18th January Max Cooling: 21.856 KW at 19:00 on 30th July Outline Architectural Design Structural Design Environmental Design Mechanical Design Electrical Design Safety Design BOQ Site location Water supply system Drainage system HVAC Shading Design @9:00 AM @11:00 AM @ @11:00 AM 9:00 AM Shadow rang every ½ hour from 9:00-17:00 – June 21 For east window we used Vertical adjustable louvers Fixed-cantilever for south window Average Daylight Values Zone Floor DF-Value Uniformity distribution Picture jawwal Ground floor 4.5% 72% bank Ground floor 3.7% 64.6% resturant 1st Floor 4.12% 60.2% shop 1st floor 3.7% 60.4% office 2st floor 5% 65.7% 48   Figure : daylight bank(by daylox) Mechanical design: 1. Water supply 2. Water drainage 3. Safety 5. HVAC system Water supply system: Drainage water systems design: The purpose of drainage lines design: 1-easy flow of sewage water. 2- no return of gases. By dividing the building in to zones : Drainage lines distribution in zoneA1 Number of dfu’s in zone A1 : The total number of fixture units = 66 dfu Stack diameter = 4" Diameters of the pipes = 2 " , 3 " and 4" (horizontal). Mechanical Design Black water: W.CS & Kitchen sink Grey water: Lavatory. Drainage system roof shows manhole lines Mechanical Design 1.safety signs for fire 2.Manual Systems 3. Sprinkler system 4. Smoke detectors Safety system: Mechanical Design Safety system: Sprinkler distribution-3rd floor Uc =0.270W/m2.C Uw =0.410 W/m2.C Uadj =0.640 W/m2.C HVAC Design Data for (Jawwal ) : Max Cooling: 21.856 KW@ 19:00 on 30th of July. Uglass =1.50 W/m2.C Ufloor =0.380 W/m2.C Main Duct sizing : v=1.3 m3/s , vA-B=7 m/s ,then (Δ𝑝/𝐸𝐿)=1.1 Duct size Volumetric flow rate d V m/s ϪΡ/EL A-B 1.3 .5 7 1.1 B-C 1.021 .45 6.5 1.1 C-D .835 .4 6.2 1.1 D-E .649 .4 6 1.1 E-F .463 .35 5.5 1.1 F-G .279 .3 4.9 1.1 G-H .183 .25 4.5 1.1 H-I .093 .2 2.5 1.1 Diffuser selection : 23 x23 cm ceiling diffusers such that the volumetric rate = 175 L/s and its throw 3-7.3m A fixed carbon dioxide sensor Diffusers (return). Square diffusers (supply). Diffusers distribution: Jawwal Bank Electrical Design General Artificial Lighting used: LAMP 6441213 PLAT LED 3600 LM LAMP 6442213 PLAT LED 3600 LM LAMP 6444000 DINAMIC DECO 4X14/24W Artificial lighting for dinning Dialux program were used in our analysis to get a helpful and useful allocation of the artificial lighting, two different spaces were chosen to test and those were, manager ,dinning, kitchen, employee area and storage. a targeted value of U (uniformity) and (unified glare rating) UGR shall be achieved for each space where U >0.6 and UGR should not exceed 19, so to get these values suitable paint, tile, color of furniture and appropriate type of lamp have to be applied.[25] 65 Artificial lighting for some zone *Bank Branch Artificial lighting & socets for some zone *jawwal Branch Artificial lighting for some zone *main hall in resturant RT60 Values for bank in GF floor before modifications Acostical design As it's shown in the standards, the reverberant time inside the Dining room does not match the specifications of restaurants that is ( 0.8 – 1.2 ) s 69 To improve RT60 we use RT60 Values for resturant in first floor after modifications RT60 Values for offeic in secand floor after modifications All values lies in the range (0.8-1.2) Which is suitable for Dining rooms. 71 STC Calculations Required STC 50-55 80 STC Calculations Required STC 50-55 51.63 Speakers: Sound system calculations for the restaurant were only made for the dining halls. The distribution of loudspeakers in resturant The distribution of loudspeakers in Bank Quantity surveying and cost estimation Bill of Quantities Bowling - Sample Structural Total cost of structural elements per meter square = 150 JD Total Cost of the Bowling center = 993,750 JD image7.jpeg image8.jpeg image9.jpeg image10.png image11.png image12.png image13.png image14.png image15.png image16.png image17.png image18.png image19.png image20.png image21.png image22.png image23.png image24.png image25.PNG image26.PNG image27.png image28.png image29.png image30.jpeg image31.png image32.png image33.png image34.png image35.png image36.png image37.jpg image38.png image39.jpg image40.png image41.jpg image42.png image43.png image44.png image45.png image46.png image47.png image48.jpg image49.png image50.png image51.png image52.png image53.png image54.jpg image55.png image56.png image57.jpg image58.png image59.png image60.png image61.png image62.png image63.png image64.png image65.jpg image66.jpg image67.png image68.png image69.png image70.png image71.png image72.png image73.png image74.png image75.png image76.png image77.png image78.png image79.png image80.png image81.png image82.png image83.png image84.png image85.png image86.png image87.png image88.png image89.png image90.jpeg image3.png image4.png /docProps/thumbnail.jpeg