Proyek arsitektur‑konstruksi (teknologi pasangan bata)

Table of contents

Technical description

Basis of the design

1. Type and category of the construction object and formal and legal requirements
2. Intended use and functional program of the construction object
3. Spatial layout and architectural form of the construction object
4. Characteristic parameters of the construction object
5. Geotechnical opinion and information on the method of foundation of the construction object
6. Number of residential and commercial units
7. List of layers
8. Finishing works
9. Technical parameters of the construction object characterizing the impact of the construction object on the environment and its use, as well as on human health and neighboring objects
10. Analysis of the technical, environmental, and economic feasibility of implementing high-efficiency alternative energy and heat supply systems
11. Analysis of the technical and economic feasibility of using devices that automatically regulate the temperature separately in individual rooms or in a designated heated zone
12. Fire protection conditions
13. Final remarks

Graphic part

List of drawings

Technical description
For the architectural and construction design of a repetitive single-family residential building DM-6804

Basis of the design

• Author's own materials and calculations
• Regulation of the minister of infrastructure (journal of laws 2020 item 1608) of september 16, 2020, regarding technical conditions to be met by buildings and their location
• Polish standards

1. Type and category of the construction object and formal and legal requirements

The designed object is a single-family residential building with the symbol dm-6804. It belongs to category i of construction objects. This repetitive design must be adapted to specific location conditions, including site topography and utilities, fire protection, snow and wind load zones, as well as current standards and regulations in force at the time of applying for a building permit. Adapting designers must be provided for the project. The building must be sited on the terrain, ground levels must be established after completing the site development plan, and foundations, among other elements, must be verified and adapted to the actual soil conditions.

2. Intended use and functional program of the construction object

The object will serve as a single-family residential building intended for 4-6 people. The building's design includes:

• On the ground floor: a vestibule, hallway, storage room, kitchen, dining room, living room, study, guest room, bathroom, and a toilet.
• In the attic: 4 rooms, a hallway, a storage room, and a bathroom.

Access to the terrace is provided from the living room, while the attic rooms have access to loggias.

3. Spatial layout and architectural form of the construction object

a) Architectural form

The object is a single-story building with a usable attic and no basement. The building is set on continuous footings. The structure is designed in traditional technology with a wooden roof truss covered with metal roofing tiles. The house is covered by a gable roof with a 39° pitch. External walls are made of 25 cm thick ceramic blocks, covered with a thermal insulation layer and finished with thin-layer plaster. The main entrance to the building and the entrance to the living room are located in a recess (arcade). Window and door joinery are made of PVC. Heating: air-to-water heat pump.

b) Building colors

• Roof covering - graphite color
• Facade - white
• Plinth(base) - stone cladding
• Gutters and downpipes - matching the color of the metal roofing tiles
• Joinery - white PVC

The building's colors must be verified during the project adaptation stage according to the Local Spatial Development Plan (MPZP) or, in its absence, the Decision on Land Development and Management Conditions (WZ).

c) Adaptation to the surrounding buildings and landscape

The building, its form and dimensions, as well as its location along with other elements of land development in the context of the terrain's shape and position and the neighborhood, must be verified at the stage of adapting the project to the plot.
The location of the building regarding fire safety according to the Regulation of the Minister of Infrastructure (Journal of Laws 2020 item 1608) on technical conditions to be met by buildings and their location must be verified at the stage of adapting the project to the plot.

4. Characteristic parameters of the construction object:

Technical parameters calculated in accordance with the applicable standard PN-ISO 9836:2015, taking into account the Regulation of the Minister of Transport, Construction, and Maritime Economy on the detailed scope and form of a construction project dated September 11, 2020 (Journal of Laws 2020 item 1333).

Summary of parameters for the entire building:

• Building footprint area (including roofed areas) – 166,24 m²
• Enclosed usable area – 185,71 m²
• Terrace area – 21,49 m²
• Total area – 335,56 m²
• Gross volume of the building – 1111,28 m³
• Width – 15,50 m
• Length – 9,50 m (14,08 m including the porch walls in the attic)
• Building height – 8,91 m
• Roof pitch – 39°
• Number of stories – 2
• Construction object category – I

The designed investment does not pose a threat to the natural environment or to human life and health. The building design, along with its technical infrastructure, has not been classified as an investment that could degrade the environment; it does not require a decision on environmental conditions. In this repetitive design, it is assumed that the planned investment does not violate the legally protected interests of third parties, nor does it violate the land development conditions of the local spatial development plan. This must be verified at the stage of adapting the project to the plot.

It is assumed that the subject building, developed as a repetitive design, is not located in mining areas, flood-prone areas, or historical preservation zones, nor is it located in areas covered by the European Ecological Network "Natura 2000." Should a different state of affairs be determined during the project adaptation stage, this element must be included in the design.

The facility is equipped with:

• Internal electrical installation
• Internal lightning protection system
• Internal water supply installation
• Internal sanitary sewage installation
• Internal central heating installation (air‑to‑water heat pump) for heating and domestic hot water
• Internal photovoltaic installation
• Internal rainwater drainage installation

The descriptive and graphic parts of the internal installations are according to separate technical branch studies.

5. Geotechnical opinion and information on the method of foundation – must be adapted to the specific location in each case

The designed building is classified under the …………………… geotechnical category in ………………………………………… soil conditions.
The building's foundation is designed as …………………………………………………………………………………………………………………………………………………………………………

6. Number of residential and commercial units:

The building is designed with 1 (one) residential unit.

7. List of layers:

P1 – floor on ground

- floor panels / terracotta
- cement screed reinforced with Φ3mm wire mesh at 10cm intervals – 7 cm
- PE foil
- EPS 100 polystyrene, λ=0.031W/mK – 20 cm
- PE foil
- 2 x heat-welded bitumen membrane
- lean concrete B15 – 10 cm
- 0.2mm PE foil (dry overlap)
- sand bedding or rubble – 25 cm
- native soil

P2 – slab over ground floor

- floor panels/terracotta
- cement screed reinforced with Φ3mm wire mesh at 10cm intervals - 6cm
- PE foil
- EPS 100 polystyrene, λ=0.031W/mK - 10cm
- reinforced concrete slab 18 cm
- cement-lime plaster

P3 – ceiling above attic

- 2.5cm boards spaced on joists with an air gap
- vapor-permeable foil
- mineral wool 18cm λ=0.035 (W/m*K) between beams
- mineral wool 12cm λ=0.035 (W/m*K)
- vapor barrier foil
- gypsum-plasterboard, 1.5 cm

P4 – terrace on ground / exterior stairs

- non-slip, low-absorbency frost-resistant gres tiles with expansion joints
- frost-resistant, flexible adhesive mortar
- liquid membrane for direct terracotta bonding
- 12cm concrete slab providing min. 0.5% slope, reinforced with Φ6mm wire mesh at 10cm intervals, with expansion joints, in exposure class XC2 XF1
- base concrete, 15 cm
- PE foil
- gravel-sand bedding to ground level min. 20cm

P5 – slab over ground floor - loggia

- non-slip, low-absorbency tiles with expansion joints
- frost-resistant adhesive mortar
- liquid membrane for direct terracotta bonding
- cement screed 3-7cm with 1% slope, with expansion joints
- PE foil
- extruded polystyrene 20cm
- reinforced concrete slab 18cm thick
- cement-lime plaster

D1 – roof

- metal roofing tiles
- battens 5x5cm
- counter-battens 5x2.5cm
- vapor-permeable foil
- rafter 8.5x20cm
- mineral wool 18cm between rafters λ=0.035W/mK
- mineral wool between profiles 10cm λ=0.035W/mK
- vapor barrier
- gypsum-plasterboard 1.5 cm

D2 – roof above attic

- metal roofing tiles
- battens 5x5cm
- counter-battens 5x2.5cm
- vapor-permeable foil
- rafter 8.5x20cm

S1 – exterior wall

- cement-lime plaster
- ceramic block 25 cm thick, class 15 MPa
- polystyrene 20 cm thick (λ= 0.036 W/mK)
- thin-layer plaster

S2 – foundation wall

- extruded polystyrene 5cm thick λ=0.035W/mK
- polymer-bitumen mass, solvent-free
- concrete 25cm
- polymer-bitumen mass, solvent-free
- extruded polystyrene 15cm λ=0.035W/mK
- dimpled foil (above ground cement-lime plaster)

S3 – internal wall

- cement-lime plaster
- ceramic block 25 cm
- cement-lime plaster

S4 – ground floor internal partition wall

- cement-lime plaster
- ceramic block 12 cm
- cement-lime plaster

S4' – attic internal partition wall

- cement-lime plaster 15 mm
- cellular concrete 12 cm class 400 kg/m3
- cement-lime plaster 15 mm

S5 – attic exterior wall

- thin-layer plaster
- polystyrene 8cm thick
- ceramic blocks 25cm thick
- polystyrene 8cm thick λ=0.035 (W/m*K)
- thin-layer plaster

8. Finishing works:

Floors and flooring:
- rooms – terracotta / floor panels

Ceilings:
- ground floor – cement-lime plaster 15 mm

Internal wall finishes:
- ground floor – cement-lime plaster 15 mm
Note: Visible sanitary installations must be encased with gypsum-plasterboard.

External finishes:
- walls – thin-layer plaster on mesh
- roof covering – metal roofing tiles

Joinery:
- PVC, triple-glazed windows,
- maximum heat transfer coefficient for windows and balcony doors U(max)=0,9W/(m²*K),
- maximum heat transfer coefficient for external doors U(max)=1,3W/(m²*K)

Note:

1. Dimensions must be verified on-site
2. Joinery should be installed using the so-called "warm mounting" system
3. External dimensions of frames depend on the installation requirements of the joinery supplier
4. All doubts must be resolved through author's supervision
5. The clear dimension of the reveal is identical to the clear dimension of the opening in the wall
6. Joinery must be equipped with fresh air vents (trickle vents)

Flashings:
- external windowsills: PVC or prefabricated hot-dip galvanized steel sheet, double-sided coated, 0.5 mm thick,
- roof and wall flashing: hot-dip galvanized steel sheet, double-sided coated, 0.5 mm thick,
- roof gutters: ½ Φ125 mm, prefabricated hot-dip galvanized steel sheet, double-sided coated, 0.5 mm thick
- downpipes Φ90 mm and Φ75 mm (hidden in the wall thermal insulation, draining water from loggias), prefabricated hot-dip galvanized steel sheet, double-sided coated, 0.5 mm thick
- all roof finishing: (eaves, walls, roof, ridge, sills) must be sealed with impregnated polyurethane seals.

Painting and anti-corrosion coatings:
- walls and ceilings: emulsion paint,
- wooden structural elements: protect with fungicidal and fire-retardant agents,
- steel elements: protect with red lead primer and paint twice with chlorinated rubber oil paint.

Fire protection:
The building must be equipped with a smoke and carbon monoxide (CO) detector.

9. Technical parameters of the building characterizing its environmental impact, utilization, human health, and neighboring buildings in terms of:

Water demand and quality, as well as the quantity, quality, and method of sewage and rainwater disposal – as per the sanitary engineering section:

• Water demand: 0.65 m³/day.
• Quantity of sanitary sewage: corresponds to the amount of cold water consumed.
• Water source: from the municipal water supply network or from a private intake via a pressure booster set (hydrophore).
• Sewage disposal: domestic-municipal sewage discharged into the municipal combined sewer system or into a non-drainage storage tank (septic tank).
• Rainwater drainage: From the roof via downpipes with diameters of Φ90 mm and Φ75 mm made of galvanized sheet metal (locations shown on the roof plan). Pipes should be installed as coherent system solutions, in accordance with the manufacturer's instructions, in locations and with slopes consistent with the drawing section.

Emission of gaseous pollutants, including odors, dust, and liquids, specifying their type, quantity, and range of dispersion.

• The building utilizes an emission-free heating system consisting of an air-to-water heat pump powered by energy from photovoltaic panels mounted on the roof.

Type and quantity of waste generated.

• Occupancy of the building will generate approximately 20 dm3/ of waste per person per week, including trace amounts of hazardous waste (batteries, fluorescent lamps).
• Disposal of hazardous materials is to be carried out according to the municipal waste segregation and disposal program.
• Waste collection will take place in a designated fenced area on the plot, with disposal handled by a specialized external company.

Acoustic properties, vibration emissions, and radiation (specifically ionizing electromagnetic fields) and other disturbances.

• The building does not cause non-standard noise, vibrations, or radiation.
• There is no ionizing radiation or other disturbances

Impact of the building structure on existing trees, the earth's surface (including soil), and surface and groundwater.

• The execution of works and subsequent drainage of rainwater from the investment site will have no impact on the deterioration of surface or groundwater quality.

Note: This must be analyzed during the project adaptation stage to the specific plot.

10. Analysis of technical, environmental, and economic feasibility of high-efficiency alternative energy and heat supply systems.

Building Heating - pellet boiler
Note: Referenced in original header, though primary systems below focus on heat pumps

a) annual energy demand for heating, ventilation, and DHW (Domestic Hot Water)
- 47,24 kWh/m2/year

b) available energy carriers
- electricity

c) two energy supply systems for comparative analysis:
- primary system
air-to-water heat pump for central heating and DHW, PV (Photovoltaic) installation on the roof, fireplace.
-alternative system
air-to-water heat pump for central heating and DHW powered solely by grid electricity.

d) optimization and comparative calculations for selected energy supply systems
- parameters and calculations are available in the designed energy performance certificate.

e) results of the comparative analysis and selection of the energy supply system
- primary system: EP=1,89 kWh/m2/year
- alternative system: EP=91,33 kWh/m2/year

Selected system: primary system.

11. Analysis of the technical and economic feasibility of using devices that automatically regulate temperature separately in individual rooms or in a designated heated zone.

In accordance with the Regulation of the Minister of Infrastructure of April 12, 2002, regarding the technical conditions to be met by buildings and their location (Journal of Laws of 2022, item 1225); § 135 para. 7–10 and § 147 para. 5–7, the central heating system is designed to include heating regulation that automatically adjusts the temperature in individual rooms.
This will be achieved by:

• For underfloor heating: using electric actuators on each loop branch within the manifold cabinet, controlled by thermostats in every room.
• For radiator heating: using thermostatic valves in every room.

The implementation of the above solutions is technically and economically justified for the building in question.

12. Fire protection conditions.

The legal standard establishing the technical conditions for buildings, their associated equipment, their location on the construction plot, and the development of plots intended for construction is the Regulation of the Minister of Infrastructure (Journal of Laws 2020, item 1608), as amended, regarding the technical conditions for buildings and their location.

Preliminary information: areas, heights, and number of storeys
The facility is a two-storey building. It is designed using traditional masonry technology with a wooden roof structure.

• Internal area – 227,90 m²
• Building height – 8,91 m
• Number of storeys – 2
• Height category – low-rise

Distance from neighboring structures.
The building must be situated on the plot during the project adaptation stage and the site development plan in accordance with the requirements of § 271.1 of the technical conditions (Journal of Laws 2020, item 1608).

Fire parameters of combustible substances.
The building will be equipped with typical household furnishings. No fire-hazardous materials (as defined in § 2 para. 1 of the Regulation of the Minister of Internal Affairs and Administration of June 7, 2010, on fire protection of buildings, other structures, and areas) will be stored, processed, or kept in the facility.

Predicted fire load density.
The fire risk assessment results from the building's intended use, occupancy, fire load density, and explosion hazard. Since the building is classified under the ZL IV human hazard category (residential), the fire load density was not calculated.

Human hazard category and occupancy.

• Category: ZL IV (residential).
• Occupancy: The facility does not contain rooms intended for the simultaneous presence of more than 50 people.

Explosion hazard assessment.
There are no rooms or external spaces at risk of explosion within or around the facility.

Division into fire zones.
The building constitutes a single, separate fire zone that does not exceed the maximum permissible size.

Building fire resistance class and fire resistance of construction elements .
In accordance with § 213 of the Regulation of the Minister of Infrastructure regarding the technical conditions for buildings (Journal of Laws 2020, item 1608), the building is exempt from the requirements regarding fire resistance class (typical for low-rise residential ZL IV structures).

Evacuation conditions and routes.
Evacuation passage length: Designed in accordance with § 237 of the technical conditions. From the furthest point intended for human occupancy to an evacuation exit (to an evacuation route, another fire zone, or outside), the passage length does not exceed 40 m.

• Exit width: the total clear width of doors serving as evacuation exits is calculated based on occupancy (min. 0.6 m per 100 people).
• Minimum clear door width: 0.9 m.
• For rooms intended for evacuation of up to 3 people: 0.8 m.
• Result: all rooms meet these requirements.

Fire protection of utility installations
The building is equipped with the following internal installations:

• Electrical installation.
• Lightning protection system.
• Water supply system.
• Sanitary sewage system.
• Central heating and domestic hot water (Air-to-Water Heat Pump).
• Photovoltaic (PV) system.
• Rainwater drainage system.

The building does not require specialized fire protection systems for these utility installations.

Fire protection equipment and fire extinguishers.
Based on the fire development scenario, the facility does not require specialized fire protection devices (e.g., sprinklers or hydrants).

Water supply for external firefighting and fire access roads.
It is recommended to equip the building with handheld fire-fighting equipment: one extinguisher with a capacity of 2 kg or 3 dm³.

Water supply for external firefighting.
In accordance with the Regulation of the Minister of Internal Affairs and Administration of July 24, 2009, regarding fire-fighting water supply and fire access roads (Journal of Laws No. 124, item 1030), the facility does not require the provision of a water supply for external firefighting purposes.

Fire access roads.
A fire access road meeting the specific requirements set out in the Regulation of the Minister of Internal Affairs and Administration of July 24, 2009, regarding fire-fighting water supply and fire access roads (Journal of Laws No. 124, item 1030), is not required for this facility.

13. Final remarks

• Material standards: all building materials and prefabricated elements must comply with technical approvals and the provisions of relevant standards.
• Workmanship: construction and craft work should be performed in accordance with the principles of technical building knowledge, as well as current regulations and standards, by authorized persons holding appropriate qualifications.

arch. Mateusz Budziakowski
Building Qualifications: Architectural specialty
for design without limitations
License number: MPOIA/128/2017
Kraków, March 2021

Statement
regarding the preparation of a repeatable single-family residential building design, in accordance with applicable regulations and the principles of technical knowledge.

I, the undersigned MATEUSZ BUDZIAKOWSKI, architect, license number: MPOIA/128/2017, entered on the list of members of the Lesser Poland District Chamber of Architects (MPOIA) under registration number MP - 2371, hereby declare that as the author of the architectural repeatable design of a single-family residential building with the symbol DM-6804, I have prepared it in accordance with the regulations in force at the time of the execution of the standard design.
The design requires adaptation to local site conditions by a person who, in accordance with Article 20 of the "Building Law" Act of July 7, 1994, will be the Designer of the facility and will assume all rights and obligations resulting therefrom (applies to all engineering disciplines).

Kraków, dated 03.2021 r     /stamp and signature/

Graphic part
For the architectural and construction design of a repetitive single-family residential building DM-6804

A-1 Foundation plan

STRUCTURAL LAYERS
S2
FOUNDATION WALL
- XPS 8 cm
- polymer-modified bitumen coating
- reinforced concrete 25 cm
- polymer-modified bitumen coating
- XPS 18 cm
- dimpled membrane (above ground level: cement-lime plaster)

KEY
LG-1 - foundation wall

NOTES
1. Frost line depth: -1.0m below ground level.
2. Provide a 10cm layer of lean concrete under the foundations
and damp-proofing made of 2 layers of PE foil.
3. All reinforced concrete elements embedded in the ground must be
insulated with solvent-free polymer-modified bitumen coating.
4. Construct terrace foundations using air-entrained concrete.
5. Read in conjunction with structural and installation technical
documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
FOUNDATION PLAN
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A1
COPYING AND DISTRIBUTION PROHIBITED!

A-2 Ground floor plan

NO.	ROOM NAME	FLOOR FINISH	AREA (sqm) USABLE / FLOOR
1	VESTIBULE	CERAMIC TILES	3,68	4,55
2	HALLWAY	CERAMIC TILES	12,73
3	STORAGE	CERAMIC TILES	0,55	1,62
4	UTILITY ROOM	CERAMIC TILES	4,09
5	KITCHEN	CERAMIC TILES	14,62
6	DINING ROOM	WOOD FLOORING	15,06
7	LIVING ROOM	WOOD FLOORING	21,07
8	OFFICE	WOOD FLOORING	12,22
9	BEDROOM	WOOD FLOORING	20,10
10	BATHROOM	CERAMIC TILES	4,19
11	WC	CERAMIC TILES	2,01
TOTAL			110,32	112,26
STAIRS			3,27
GROUND FLOOR + ATTIC (EXCLUDING STAIRS)			185,71	202,00

KEY
LG-1 - semicircular opening 150x75
LG-2 - builtiin wardrobe
LG-3 - heat pump
LG-4 - window at a height of 2.1 m
LG-5 - washing machine
LG-6 - water meter
LG-7 - outdoor unit for heat pump
LG-8 - balustrade 90 cm

NOTES
1. Read in conjunction with structural and installation technical
documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
GROUND FLOOR PLAN
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A2
COPYING AND DISTRIBUTION PROHIBITED!

A-3 Attic floor plan

NO.	ROOM NAME	FLOOR FINISH	AREA (sqm) USABLE / FLOOR
12	HALLWAY	WOOD FLOORING	9,22	9,22
13	BEDROOM	WOOD FLOORING	12,31	14,50
14	BEDROOM	WOOD FLOORING	11,92	14,41
15	STORAGE	WOOD FLOORING	5,16	6,35
16	BEDROOM	WOOD FLOORING	16,20	19,87
17	BEDROOM	WOOD FLOORING	15,46	17,91
18	BATHROOM	CERAMIC TILES	5,12	7,48
TOTAL			75,39	89,74
STAIRS			2,51

USABLE AREA CALCULATION:
below 140cm - 0%
between 140cm - 220cm - 50%
above 220cm - 100%

STRUCTURAL LAYERS
S4'
INTERNAL ATTIC PARTITION WALL
- cement-lime plaster 15 mm
- aerated concrete 12 cm, class 400kg/m3
- cement-lime plaster 15 mm

KEY
LG-1 - ceiling vent
LG-2 - balustrade h=100 cm
LG-3 - loggia
LG-4 - attic access hatch
LG-5 - ventilation opening in slab

NOTES
1. Read in conjunction with structural and installation technical
documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
ATTIC FLOOR PLAN
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A3
COPYING AND DISTRIBUTION PROHIBITED!

A-4 Roof truss plan

KEY
LG-1 - position bottom of the wall plate
LG-2 - vent with insulated roof vent
LG-3 - underside of ridge purlin Pk
LG-4 - underside of the rafter
LG-5 - position bottom

CROSS-SECTIONS OF WOODEN ELEMENTS (height x width)
K1 - common rafter 8,5x20cm
K2 - common rafter 8x20cm
Kk - valley rafter 14x20cm
J - main collar beam 2x8x20cm
Gr - collar tie 8x20
P1 - purlin 16x16cm
Pk - ridge purlin 16x16cm
M1 - wall plate 16x16cm

NOTES
1. Chimneys in the attic area shall be plastered and insulated with 5cm mineral wool.
- cement plaster 2.5 cm
2. Wooden roof truss elements adjacent to chimneys shall be insulated with 5cm fire-resistant materials.
3. Wall plates shall be anchored to the bond beams with Φ12 rods every 1.5 m.
4. Reinforced concrete columns according to the structural design.
5. Mechanical ventilation according to specialist design.
6. To be read in conjunction with structural (PTK) and
installation (PTI) technical documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
ROOF TRUSS PLAN
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A4
COPYING AND DISTRIBUTION PROHIBITED!

A-5 Roof plan

KEY
LG-1 - roof gutter 1/2 Φ125
LG-2 - sheet metal chimney caps
LG-3 - roof vent Φ150 + insulation
LG-4 - roof step

NOTES
1. Mechanical ventilation according to specialist design.
2. To be read in conjunction with structural (PTK) and
installation (PTI) technical documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
ROOF PLAN
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A5
COPYING AND DISTRIBUTION PROHIBITED!

A-6 Section A-A and B-B

SECTION A-A

SECTION B-B

STRUCTURAL LAYERS
S1
EXTERNALL WALL
- Cement-lime plaster
- Ceramic blocks 25cm
- Polystyrene 20cm thick (λ=0.031 W/m*K)
- Thin-coat plaster

S2
FOUNDATION WALL
- XPS 8 cm
- Polymer-modified bitumen coating
- Reinforced concrete 25 cm
- Polymer-modified bitumen coating
- XPS 18 cm
- Dimpled membrane (above ground level: cement-lime plaster)

S3
INTERNAL LOAD-BEARING WALL
- Cement-lime plaster
- Ceramic blocks 25cm
- Cement-lime plaster

S4
GROUND FLOOR INTERNAL PARTITION WALL
- Cement-lime plaster
- Ceramic blocks, 12 cm
- Cement-lime plaster

S5
EXTERNAL WALL - CANOPY
- Thin-coat plaster
- Polystyrene, 8cm thick
- Ceramic blocks, 25cm
- Polystyrene, 8cm thick (λ=0.035 W/m*K)
- Thin-coat plaster

S5
EXTERNAL WALL - ATTIC
- Thin-coat plaster
- Polystyrene, 20cm thick
- Ceramic blocks, 25cm thick
- Polystyrene, 8cm thick (λ=0.036 W/m*K)
- Thin-coat plaster

S4'
INTERNAL ATTIC PARTITION WALL
- cement-lime plaster 15 mm
- aerated concrete 12 cm, class 400kg/m3
- cement-lime plaster 15 mm

STRUCTURAL LAYERS
P1
FLOOR ON THE GROUND
- Floor panels / terracotta, 2cm
- Cement screed, 7cm reinforced with Φ3mm
wire mesh at 10cm intervals
- PE foil
- Polystyrene, 20cm thick (λ=0.031 W/m*K)
- PE foil
- 2x Heat-sealable bitumen membrane
- Base concrete (B15), 10cm
- Gravel-sand subbase, min. 25cm

P2
CEILING OVER GROUND FLOOR
- Floor panels / terracotta, 2cm
- Cement screed, 6cm reinforced with Φ3mm
wire mesh every 10cm
- PE foil
- Polystyrene, 10cm (λ=0.036 W/m*K)
- Reinforced concrete slab, 18cm thick
- Cement-lime plaster

P3
CEILING ABOVE ATTIC
- Wooden boards, 2.5cm spaced on joists with
an air gap
- Vapour-permeable foil
- Mineral wool, min. 18cm (λ=0.035 W/m*K)
between beams
- Mineral wool, min. 12cm (λ=0.035 W/m*K)
- Vapour barrier foil
- Gypsum plasterboard, 1.5 cm

P4
TERRACE AND EXTERNAL STAIRS
- Anti-slip, low-absorbency porcelain tiles (gres),
with expansion joints
- Frost-resistant, flexible adhesive mortar
- Liquid waterproofing membrane for direct tile
bonding
- Concrete slab, 12cm providing a min. 0.5%
slope,reinforced with Φ6mm wire mesh every
10cm, with expansion joints, exposure class
XC2 XF1
- Sub-concrete, 15 cm
- PE foil
- Gravel-sand subbase to ground level, min.
20cm

P5
CEILING OVER GROUND FLOOR – LOGGIA
- Low-absorbency, anti-slip tiles, with expansion joints
- Frost-resistant adhesive mortar
- Liquid waterproofing membrane for direct tile bonding
- Cement screed, 3–7cm providing 1% slope,
with expansion joints - PE foil
- Extruded polystyrene (XPS), 20cm
- Reinforced concrete slab, 18cm thick
- Cement-lime plaster

STRUCTURAL LAYERS
D1
ROOF
- Metal roof tiles
- Battens, 5x5cm
- Counter-battens, 5x2.5cm
- Vapour-permeable foil
- Rafter, 8.5x20cm
- Mineral wool, min. 18cm between rafters
(λ=0.035 W/m*K)
- Mineral wool, 10cm between profiles
- Vapour barrier
- Gypsum plasterboard, 1.5 cm

D2
UNINSULATED ROOF OVER ATTIC
- Metal roof tiles
- Battens, 5x5cm
- Counter-battens, 5x2.5cm
- Vapour-permeable foil
- Rafter, 8.5x20cm

D3
ROOF OVER ENTRANCE AND VERANDA
- Metal roof tiles
- Battens, 5x5cm
- Counter-battens, 5x2.5cm
- Vapour-permeable foil
- Rafter, 8x20cm

KEY
LG-1 - ridge purlin 16x16 cm position bottom +7.64
LG-2 - ridge purlin 16x16 cm
LG-3 - rafters 8.5x20 cm
LG-4 - rafters 8x20 cm
LG-5 - purlin 16x16 cm position bottom +5.88
LG-6 - purlin 16x16 cm
LG-7 - collar beam 2x8x20 cm
LG-8 - collar tie 8x20 cm
LG-9 - wall plate 16x16 cm position bottom +4.05
LG-10 - wall plate 16x16 cm position bottom +3.95
LG-11 - wall plate 16x16 cm position bottom +3.90
LG-12 - roof access hatch 78x98 cm
LG-13 - attic hatch
LG-14 - lean concrete 10 cm thick

NOTES
1. To be read in conjunction with structural (PTK)
and installation (PTI) technical documentation.

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
SECTION A-A AND B-B
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A6
COPYING AND DISTRIBUTION PROHIBITED!

A-7 Front and rear elevation

FRONT ELEVATION

REAR ELEVATION

FINISHING DESCRIPTION - COLOR SCHEME
1. Thin-coat acrylic plaster, finishing: silicone paint, color: White
2. Metal roof tiles, color: Graphite
3. Guttering, color: Graphite
4. Flashings, lacquered steel sheet, color: Graphite
5. Building plinth, height 35-81cm, stone cladding, color: Grey
6. Reinforced concrete stairs clad with stone slabs, color: Grey
7. Window joinery, PVC windows, color: White
8. Concrete terrace clad with porcelain tiles, color: Grey

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
FRONT AND REAR ELEVATION
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A7
COPYING AND DISTRIBUTION PROHIBITED!

A-8 Side elevations

SIDE ELEVATION I

SIDE ELEVATION II

FINISHING DESCRIPTION - COLOR SCHEME
1. Thin-coat acrylic plaster, finishing: silicone paint, color: White
2. Metal roof tiles, color: Graphite
3. Guttering, color: Graphite
4. Flashings, lacquered steel sheet, color: Graphite
5. Building plinth, height 35-81cm, stone cladding, color: Grey
6. Reinforced concrete stairs clad with stone slabs, color: Grey
7. Window joinery, PVC windows, color: White
8. Concrete terrace clad with porcelain tiles, color: Grey

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
SIDE ELEVATIONS
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A8
COPYING AND DISTRIBUTION PROHIBITED!

A-9 Window and door schedule

Doors

Designation on drawing			D1
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	104
		Ho	212
	Frame opening dimensions	W	90
		H	205
QUANTITY:			L-1	R-1
Additional information			Double external security doors

Designation on drawing			D2
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	102
		Ho	208
	Frame opening dimensions	W	90
		H	201,5
QUANTITY:			L-1	R-1
Additional information			Doors to the vestibule and utility room

 

Designation on drawing			D3
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	92
		Ho	208
	Frame opening dimensions	W	80
		H	201,5
QUANTITY:			L-1
Additional information			Doors to the dressing room – ventilation openings to be made in accordance with applicable standards

Designation on drawing			D4
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	92
		Ho	206
	Frame opening dimensions	W	80
		H	201,5
QUANTITY:			L-4	R-4
Additional information			Room doors

 

Designation on drawing			D5
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	92
		Ho	206
	Frame opening dimensions	W	80
		H	201,5
QUANTITY:			L-2	R-1
Additional information			Doors to the bathroom and toilet – ventilation openings to be made in accordance with applicable standards

Designation on drawing			D6
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	170
		Ho	206
	Frame opening dimensions	W	158
		H	201
QUANTITY:			1
Additional information			-

 

Designation on drawing			D7
DOOR SCHEDULE SCHEME
Dimensions	Structural opening dimensions	Wo	200
		Ho	205
	Frame opening dimensions	W	188
		H	201,5
QUANTITY:			1
Additional information			-

Windows

Designation on drawing			O1
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	84
		Ho	150
QUANTITY:			2
Additional information			-

Designation on drawing			O2
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	108
		Ho	150
QUANTITY:			4
Additional information			-

 

Designation on drawing			O3
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	76
		Ho	155
QUANTITY:			3
Additional information			-

Designation on drawing			O4
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	76
		Ho	155
QUANTITY:			1
Additional information			Fixed

 

Designation on drawing			O5
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	182
		Ho	155
QUANTITY:			2
Additional information			-

Designation on drawing			O6
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	66
		Ho	66
QUANTITY:			2
Additional information			Openable window

 

Designation on drawing			O7
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	70
		Ho	70
QUANTITY:			1
Additional information			Openable window

Designation on drawing			O8
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	92
		Ho	92
QUANTITY:			2
Additional information			Openable window

 

Designation on drawing			O9
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	150
		Ho	75
QUANTITY:			1
Additional information			Openable window

Designation on drawing			OP
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	78
		Ho	98
QUANTITY:			3
Additional information			-

 

Designation on drawing			WD
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	78
		Ho	98
QUANTITY:			1
Additional information			Roof window with emergency exit function

Designation on drawing			WS
WINDOW SCHEDULE SCHEME
Dimensions	External frame dimensions	Wo	80
		Ho	80
QUANTITY:			1
Additional information			Attic access hatch

Balcony doors

Designation on drawing			B1
BALCONY DOOR CHEDULE SCHEME
Dimensions	External frame dimensions	Wo	200
		Ho	230
QUANTITY:			2
Additional information			-

Designation on drawing			B2
BALCONY DOOR CHEDULE SCHEME
Dimensions	External frame dimensions	Wo	200
		Ho	230
QUANTITY:			2
Additional information			-

 

Designation on drawing			B3
BALCONY DOOR CHEDULE SCHEME
Dimensions	External frame dimensions	Wo	210
		Ho	240
QUANTITY:			1
Additional information			-

 

NOTES
1. Door joinery with a coefficient of Uw=1.3 W/m2K
2. Window joinery with a coefficient of Uw=0.9 W/m2K
3. In rooms without mechanical ventilation, fresh
air inlets must be used in the window joinery
4. Window joinery should be installed using "warm mounting"
on anchors within the insulation layer using vapor-tight
and vapor-barrier foils
5. The height of the openings should be selected depending
on the manufacturer of the specific windows

REPETITIVE SINGLE-FAMILY RESIDENTIAL BUILDING DM-6804
INVESTMENT TITLE / PROJECT TITLE:
ARCHITECTURE
WINDOW AND DOOR SCHEDULE
PREPARED BY / DESIGNED BY	M.Sc. Arch. Irena Kolenda	DATE: 03.2021r.
APPROVED BY:	Arch. Mateusz Budziakowski MPOIA/128/2017 architectural specialization	SCALE: 1:100
DESIGNER:		A9
COPYING AND DISTRIBUTION PROHIBITED!