Czech Technical University in Prague FACULTY OF CIVIL ENGINEERING
TECHNICAL REPORT PART BUILDING SERVICES
According to thestandards CSN 01 3107; ISO 128-23;CSN 01 3450
Thesis
RESIDENTIAL APARTMENT BUILDING
BYTOVY DUM
Prepared by: Hikmatullah Salarziy
Thesis supervisors:. doc. Ing. Tomáš Čejka, Ph.D..
Date: December : 20.05.2016
signature:
Project name: Rsidential aprtment builiding
place of construction:prauge IV - plot no.1022 and 1023, Investor:
List of enclosures:
A1 Technical report
A 3 The situation with the marking of connections A4 Building drainage drawing
1 Ground floor 2 Typical floor
A5
potable water supply drawing
1
Ground floor2 Typical floor
CONTENTS TR:
- identification data
- Introduction - Description of the object
- material
- description aqueduct
- description sewerage
- description pipeline
- Description central heating
- description HVAC
- Finally - implementing regulations
date: 20.05.2016 Attachment number: A 1
1.
Identification data:
Project name: Residential aprtment building
Location:
prauge IV - streets plot no. 1022 and 1023, Function of thebuilding: apartment building
Stage:
Building permits
Investor:
supplier: will be selected by tender
2. INTRODUCTION:
Apartment building located in urban area Dejvicka Prague Czech Republic total building size 990m2 Whole building is consist of nine floors
2 relatively large underground Parking compare to above ground structure this largest parts of underground structure is joint together by Expansion joint due to preventing the transmission of the effect of one structural member to another not to harm the desired functions.
Seven above ground stories consist of one roof five typical floor and on ground floor Each typical floor is consist of seven complete flat for living.
Roof is not accessible to public except repair and maintain reason ground floor is consist of 4 typical flat on relatively large covered area for commercial reason the roof of
underground level can be used as open terrace for the ground floor special composition of the roof and high live load had been considered in calculation the structure consist of mainly reinforced concrete column, walls and pillars.
Breakdown facade reflects the functional use the individual floors.
2PP - 30x car parking place , 2x staircase places , hallway, elevator and 40xcellar
1pp - 30x car parking place , 2x staircase places , hallway, elevator, 17xcellar , mechanical room , technical room , boiler room
Ground floor - hall , elevator , stair , corridoor , 5apartments Typical floor - hall, stairs , elevator , 7apartments
apartments:
apartment typ1.
Hall, kitchen , room , bathroom Apartment typ2.
Hall, room + kitchen , room , bathroom Aprtment typ3.
Hall + kitchen , room , bathroom , logiea , logiea Aprtment typ4.
Hall+kitchen , room , bathroom , logia Aprtment typ5.
Hall , room+kitchen, room , winter garden, room , changing room, bathroom, WC, laundry room , logie , logie , logie
Surrounding the building will be after the rough landscaping grassed and planted with low and medium greenery.
3. BACKGROUND:
- Drawing documentation: - Situation of the building
- Typical and ground floor water supply
- rain drainge and internal drainge supply
- Text part - technical report
4 WATER SUPPLY:
4. 1. Source of drinking water:
- Source of drinking wateris centralconnection fresh water from the street underground water network
4.2
Connections:-fresh water supply connection is plotted in situation.
- Water connection will be DN50polypropylene and will be connected to the existing water system network under pressure.
- slope of water connection will be 0.5% , connection will be conducted in frost-free depth of abut 1.2 to 1.5m
- The length of new connections from the facility to the existing water distribution system is14.5 meters and it is plotted in situation.
4.3 INTERNAL DISTRIBUTION:
-Cold water is conducted in polypropylene piping conducted in the wall grooves , at the entrance to the builiding and before ascending pipe is provided with a ball vale and outlet valve of possible reasongs for the crash.
-
Hot water is also conducted in polypropylene pipes conducted in the wall grooves before each rising hot water piope is provided with with a ball valve and outlet valve of possible reasons for the crash-
circulation pipe is also poypropylene is conducted freely supspended below the ceiling befor each rising pipe is with a ball valve and outlet valve of possible reason for the crash- All three of these lines shall bekept longerForchecks provided dilatation spacer and each pipe must be carefully fitted due to insulation reasons and unwanted heat.
- Fire pipeline is made of steel, is guided by its own pipe from the meter assembly is brought into the stairwell of the building, where it joins the rising fire lines and is equipped with fire hydrants.
4.4 PREPARATION :
- boiler room is located in the 1pp
-4 x heatertype VITOCELL 100-V - VIESMANN 200 l.- More information, refer to the manufacturer - the attached data sheet.The size and power is directly proportional to the number of inhabitants in object.Cold water is broughtto the heater and is led out of hot water and circulation pipe with is fitted with circulation pump
4.5 fixtures and fittings:
- In 2 PP. occurs 0 outlet fittings
-In Ground flor .occurs6 x sink, 6x corner valve (wc), 6xshowers , 5xkitchen sink , 5xdishwasher , 7xwashing machine
- In Typical floor . there are 8 x sink, 7 x corner valve (dishwasher), 9 x corner valve (WC) , 8x shower , 7x washing maching , 7x kitchen sink
4.6 MATERIAL pipe insulation:
- All freely piping will be insulated from srounding tempreture. Fire pipes will be insulated from fireproof material MAICO BI 100.
-Type of thermal insulaiton material is SH/Aramflex –- see more manufacturers.
4.7 MEASUREMENT OF WATER CONSUMPTION:
- Water consumption is measured in meter shaft, using hydrometric reports supplied by the network administrator, who will intervals to read the status of the meter.Longer secondary water meters will be installed in each residential units
4.9 CONCLUSION:
- an internal water supply connection and execution of work is according to the current standards of the czech republic and the EU .
- CSN 73 66 60 - INDOOR WATER
- CSN 73 66 55 - CALCULATION OF INTERNAL WATER
- EN 806-3 - INTERNAL DISTRIBUTION OF WATER FOR HUMAN CONSUMPTION - H 132 98 - HEATER WATER
5th SEWER:
5.1 Main connection:
- Residential building will be connected to the existing sewer in uniform streetand will get connected inpoint specifying by the network administrator.
- Everything is plotted in a situation
5.2 . Connections:
- The new sewer connection is plotted in situation and consists of rainwater and sewage, which isseparated.
- Sewer connection will be PVC DN 200 and will be connected to the existing sewer network administrator.
- The slope of sewer connections is 5%. Connection will be conducted in frost-freedepth, inthis depth is an existing sewer.
- Connection will be stored in a sand bed and packed with finely sand backfill to 25 cm of soil compaction.
- The length of new connections from the facility to the existing sewer is a sewer19.3 m, and it is plotted in situation.
- The new port is located at a distance of 1.7 meters from the property manholes, which will be equipped with a cleaning piece for servicing. The man hole will be in frost-free depth and will be concreted and fitted walk-on cover. The shaft dimensions 1000 x 800 mm.
5.3. Internal distribution:
wastewater:
- Connection pipeline will consist of PVC pipes, with diameters DN 50-100, will be
conducted ingrooves in the wall, andfloor. The inclination of the connecting pipes will be at least 3.5%.
- Drains will consist of PVC pipes, with diameters DN 1 00, will be conducted inpre- prepared pits. Pipeline will be anchored at a distance of mounting brackets, which indicates the pipe manufacturer. Each drain pipe above the roof will be ventilated and equipped with ventilation head.
- Ventilation pipes will consist of PVC pipes, with a diameter DN 100, will join the waste pipe and will be conducted in installation shaft.Lead out to 0.5 m above the rooftops, where it will be fitted with a ventilation head.
- Drain pipe is routed under the ground floor , 1pp will consist of PVC pipes, the
diameters DN125- 200, will be guided by each vertical waste.Before the entrance to the building is the main branch of drain.The slope of the pipeline will be 5-8%. In basement walls,it is necessary to create openings on the inner diameter larger than the diameter of the pipe, andwould not damage pipe - see detail transmittance.
-
Rain water is drained from the roof by scupper through paraphet wall and internal drainge DN100,-
Exterior drainpipes will consist of 100mm copper pipe which will continue down to groundf floor and connected to main drainge connection the slobe of the rainwater drainge pipe is 2%5.4. Fixtures:
- In 2 PP. occurs 0 outlet fittings
-In Ground flor .occurs6 x sink, 6x wc, 6xshowers , 5xkitchen sink , 5xdishwasher , 7xwashing machine
- In Typical floor . there are 8 x sink, 7 x dishwashe, 9 x WC , 8x shower , 7x washing maching , 7x kitchen sink
5. 5 Material:
-for all kinds of PVC we will use DN 50-200.
- where pipe could freezes will be insulated and the ground will be protected with a layer of soil , all the pipes in the ground will be fitted in freeze free depth
5.6. Drains cleaning:
- if necessary vertical drains will be read from the roof top through the ventilation
ducts 5.7 pumping:
- No need of deep-seated reasons of public sewer.
5. 8. Protection against backwater water:
- No need of grounds sloping terrain from the building.
5.10. Conclusion:
- The project is designed to the scope of the project for the building permit accordance with applicapble regulations (CSN 73 6660, CSN 73
6005). Performing the work will be done by an authorized company, which at the handover submit their authorization certificate to implementation of the
building. The company is obliged to follow the regulations of material manufacturers.
- The total sanitation is needed to test for leaks according to CSN 73 6760th 6 GAS:
6.1 main connection:
- Residential building will be connected to the existing pipeline low pressurefrom the Street inthe place designated by the network administrator.
- Everything is plotted in a situation
6.2 Connections:
- The pipe is made from steel, seamless tube minimum slope of 0.2%.The pipes must be gas-tight.
- Profile of pipe connections DN 20th
- The distance between the gas connection and other connections is 1.2 m
- The connector is mounted on the boundary brick which is equipped with a main gas closure and gas meter.
- Protective zones are at least 0.8 mdepth and min.4 m on each side from the pipe.
- The gas cap (HUP) is mounted inpillar at the border of the land where the building is located.
7th CENTRAL HEATING:
1.7 Description:
-The individual apartments, each floor will be heated with radiators, which will be installed under the windows. The size and the number of radiators is designed to heat loss.
- vertical pipes rises from the boiler room the vertical height of whole building and from these pipe the the individual radiator will be connect with copper pipe wich will be conducted in in the floor and connected to the radiator from belwo
8th AIR:
1.8 Description:
-
the building is natrual ventilited through the windows and the interal doors are
equipted with ventilation grill , in the underground celler block wall height is 300mm less then normall height due to circulation of air
- each apartment have a sanitary faclities (toilet , bathroom, kitchen ) wich will be exahust by the mean of mechanically exhaust fan which will be place on verticle pipe in shaft, this vertical pipe will be lead out of the roof top
- Small ventilation during the opening into the vertical pipes will be fitted with non-return valve, which will prevent the recurrence of opposite drafts.
