a collection of
works
SWEATWORKS 2012-2013 | Postgraduate Master Thesis Proposal AADRL
Team: Collapse - Collide
S. Papageorgiou | S. Dadgostar | F. Rojas | A. Khan Tutor: Theodore Spyropoulos
The core of our early research started with the exploration
mites colonies, where there is no pre-determined plan in
of how responsive materials are controlled in computable
the way they are building their mounds, the robots are sens-
manners, and what are the dynamic behaviours towards a
ing and following the pheromones traces that other robots
logic of deposition.
leave behind. At the same time, they are depositing layers of
We developed a robotic prototype of our agent in parallel
loose fill and the binding material that solidifies it, to create
to the digital research, that is able to collect and bind loose
the structural components of the building.
field material, in order to create structures and spaces. Our
The project explores the rules of organisation on a glob-
agents are conceived as social insects, that create a an au-
al and a local scale, proposing different processes in each
tonomous, artificial eco-system.
scale, that support the core idea of an autonomous system,
We are proposing a swarm robotics system that self-organ-
which upon its deployment on-site materiallity and swarm
ises, through the stigmergic behaviour of the robots, which
behaviour are negociated in the process of construction.
is embedded in the mechanics of the prototype in the form of colour sensitive interactive behaviour. Similar to the ter-
Digital Unit | Pentagonal Agent
Muscled Limbs
Dermis ( Material Storage)
Epidermis (Patterned Skin)
Exo Skeleton
Endo Skeleton
Material Deposition Strategies in Clusters
Robotic Prototype | A.R.M.A.N.D.O. v.1.0 The communication between units was primarily established as a reactive behaviour (images 02.1-02.4). Light pulsations and Colour sensing were constantly initiating a number of basic reactions for the robots to start acknowledging their neighbours and to understand their environment.
Global Organisation | Stigmergic Behavior
Self-organising agents 4 * 4 Array
Large Organisation in circles
Circular_01
Circular_02
An decentralized system of autonomous agents that binds loose fill material and creates spaces. Upon the deployment of the system swarm robotics and on site materiality is negociated in the process of construction.
P r o t o - D e s i g n v. 4
COLLAPSE COLLIDE
SWEATWORKS
A.R.M.A.N.D.O. v.2.0
Acrometric blue-print of the prototype
Deposition Robot
The System Once the terrain has been scanned all assessed parameters and conditions are uploaded into the memory bank of the robots, which are then deployed as clustered packs via airdrop. The deployment consist of an initial dodecahedron pack (12 pentagonal units) that is able to recognise targeting areas where to land on. When the packs touch the ground – considering the initial stochastic placement – they activate a local mechanism that allow them to move towards their closest target.
Computing Material availability Material Availability: 8.512 cbm
timeStep 01 Material Availability: 4.440.256 cbm
timeStep 02 Material Availability: 146.556.016 cbm
Material Availability: 214.516.640 cbm
timeStep 03
timeStep 04
Airdrop deployment
Unfolding All assessed parameters and conditions are uploaded into the memory banks of the robots, which are then deployed as clustered packs via air-drop. The pack is a dodecahedron as it is consisted of 12 pentagons. When the pack reaches its appointed target, it unfolds and twelve robots are resealed. The core of the dodecahedron pack is used as a storage of the binding material. Whenever the robots run out of material, they visit the closest storage point to get filled.
Locomotion through pneumatic mechanism
Pack Prototype Unfolded
Prepping loose fill material environment Binding Material + Deposition
Gatherer
Builder
Global Organisation | Coding Stigmergy
Infrastructural Paths
Construction Paths
timeStep 01
timeStep 02
timeStep 03
timeStep 04
Agents + Gatherers
timeStep 05
timeStep 06
Height Map
timeStep 07
The Data Circuit: User-generated, real-time geometric formations. 2011: Adaptive Systems and Structures AADRL
Team: Collapse - Collide
S. Papageorgiou | S. Dadgostar | F. Rojas | A. Khan Tutor: Theodore Spyropoulos The Data Circuit is a system which explores the possi-
producing. The Data Circuit allows spatial logics to be
bilites of how real time data can control geometic for-
orchestrated by arbitrary body movements carried out
mations. The request of the workshop was to combine
by a user, who whilst in motion can observe the real
various platforms in one single system in which, form
time interpretation and representation of the forma-
is an emerging result of various processes. We chose to
tions his gestures are generating.
investigate how Kinect can be combined with Processing and the Hair Engine of Maya. In the initial studies geometry was generated by random gestural movements, but as we continued our explorations on the softwares, we chose to control the movement of the hands, through sound. Our goal was to create a process during which structural forms would evolve through time, while the user would be in a direct relationship with the results he is
Kinect & Processing
Single hand | One User
Single hand | Two Users
Two hands | One User
Open libraries Kinect Verlet Physics
Initial
experimentations
explored
the combination of real time data input from Kinect and the use of Verlet Physics to generate lines. A variety of different setups was tested, including one or two users, single or two hands and variations in the rest length of the verletSprings in the code, as well as the number of lines generated and on some occasions the constrain of the tales of the lines in the borders of the screen. The aesthetic of these lines became incredibly volumetric, despite the fact that at that point the code was running on a 2-dimentional environment.
The Hair Engine in Maya was applied in the lines that were created in Processing, in order to produce more coherent and structural geometries. The code we run in Processing, was sending every 10 timelapses, the point data to Maya, thus creating a sequential ghosting of geometries. Hair Engine was applied and the final result could be 3D-printed.
Maya Hair Engine
HairDynamics F 05 REPULSION: 1 STATIC CLING : 5 NUM COLLIDER : 4
The Data Circuit: User-generated, real-time geometric formations. Ha 2011: Adaptive Systems and Structures AADRL Processing To Maya: Live Connection The most important component of the Data Circuit was the bridging Maya to Processing. For Processing to be able to calculate coordinates and send them to Maya which would interpret them as curves was integral. This was achieved and on our first transfer of data, the 2d flatness of all our patterns drove us to introduce the Z axis, which now insured that all formations exiting processing and entering Maya would be 3 dimensional.
Processing
Maya
Introducing Sound
CONCIOUS CONTROL MOVEMENTWITH MOTIVE
The geometry is created and manipulated by the user, while sound makes the user conscious about what he does with the geometry. Sound was introduced as an additional layer to tame the movements of users or at the very least, create a framework that incentivized the use of orderly gestural movements instead of completely arbitrary ones. As a result, even though sound was not directly affecting the formation of lines, its effect on the user would indirectly affect the type of geometry produced.
Flat 51 | Brompton Park 2013 | Proposal for renovation
Professional Experience | Barlas Architects IS House | Under Construction
Vasiliadou Apartments| Built
Thiresias Apartments| Built
CJ House | Unbuilt
MS House | Unbuilt
Coffee Brands Central Built
Contruction Products Store | Unbuilt
Agricultural Products Store | Unbuilt
Professional Experience | Visualiser
Reformation of the central square “Plateia Nikis” in Kozani 2010: Architectural Competition
Team: Barlas Architects Κ. Barlas | S. Papageorgiou
The steeple of the cathedral of Kozani, a significant monu-
planting areas and the existence of green in the square.
ment for the city, features a tower that with a clock which
These areas were chosen by using a diagram which depict-
has to be prominent in the square. As basic design princi-
ed the most shades spots during the year, combined with
ple, we chose to imprint the shadow that the bell casts on
an orthonormal grid. In any case, the basic criterion for this
the square. The shadow lines of every hour, every first of
selection, was the non-blocking of the functions that the
the month and the days of the summer and winter solstice,
square has to accommodate, and the free movement inside
were selected to form the basic trajectories of the design.
the square. The result was the creation of a ‘mosaic of green’.
The existing height difference around the square is moved to the edges creating stands and a flat surface on the centre. The stands ‘follow’ the shadow lines of the steeple and are designed in a way that allows access to the square and use from both sides. Another important element of the design concept was the
+3.40
+3.55
+1.30
+3.60
+3.55
+1.75
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+3.80
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+2.80
+4.00
+3.20
+4.20
+3.00
+3.00
+4.00
+4.30
+4.00
+3.20
+4.80
+4.60
+4.00
+4.30
+4.90
+5.20
+3.60
+4.00
+4.90
+4.00
+5.50
+5.40
+4.90
+5.40
+5.80
+4.00
+4.00
+5.60
+4.00
+4.60
+5.80
+5.50
+5.50
+5.40
+4.30
+4.60
+6.10
+5.80
+5.80
+6.30
+4.20
+4.80
+4.60
+5.60
+5.40
+5.20
+5.00
+4.40
+6.00
B
+5.60
+5.60
+5.40
+5.20
+5.00
+4.80
+4.60
Reformation of the central square “Plateia Nikis” in Kozani 2010: Architectural Competition
+3.
+3. +4.00
+2.
+0.30 ±0.00
±0.
Reformation of the central square “Plateia Nikis� in Kozani 2010: Architectural Competition
Simulations in Java & Processing
2D Magnetic Fields
3D Magnetic Fields
Hexagonal agents self-organising around targets with flocking behaviour
Terrain Scanning
T.R.A.I.N: Transitional Refugee And Immigrants Network 2010: Diploma Thesis
By the year 2007 more than 300.000 illegal refugees and
that will help them develop several professional skills. The
immigrants, were arrested in Greece. Given that the city of
establishment of some offices where refugees and citizens
Patras works as a way station for the immigrants and the
can work together and learn from each other, is proposed,
refugees, during their passage to Europe and not their final
in order to achieve a higher level of collaboration between
destination, a network of education and employment is pro-
those two social groups. Finally, a public library, internet ser-
posed, located near the port. It is called network, as it is not
vices, an exterior space for concerts, a neutral place of wor-
just a building, but a social organisation that is linked with
ship and an underground parking area are, are all services
the city of Patras and its citizens and it communicates and
provided for all the people that live in Patras, both citizens
opens to the city, in contrast to the existing building con-
and refugees.
centration camps that exist all over the world. The Network includes services that will try to assure a better standard of living for these people. Such services are administrative services, medical care, classes, workshops and laboratories
T.R.A.I.N: Transitional Refugee And Immigrants Network 2010: Diploma Thesis
T.R.A.I.N: Transitional Refugee And Immigrants Network 2010: Diploma Thesis +3.50
+1.50
+0.50
+0.50
+0.00
WALLS: 6th Panhellenic Exhibition of Architectural Work 2009|Participation in the construction of the exhibition
Technical drawings Section Samples of planning application drawings & contruction details
CJ House | Barlas Architects Planning application
0.25 2.60
0.35
3.20
6.46 0.35 2.60
3.29
ΧΡΙΣΤΙΝΑ ΔΗΜΗΤΡΟΠΟΥΛΟΥ & ΙΩΑΝΝΗΣ ΚΑΤΡΑΒΑΣ
0.30
0.30
6.40
3.00
0.20 0.20
ΤΟΜΗ Α-Α
3.15
3.15
ΔΙΩΡΟΦΗ ΚΑΤΟΙΚΙΑ ΜΕ ΥΠΟΓΕΙΟ "ΑΓΙΟΣ ΓΕΩΡΓΙΟΣ" ΔΗΜΟΥ ΡΙΟΥ
0.35
0.35
0.35
ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ
A6
2.60
2.60
2.60
ΤΟΜΕΣ
1:50 ΑΠΡΙΛΙΟΣ 2010
ΤΟΜΗ Β - Β
ΠΕΡΣΙΔΕΣ ΑΛΟΥΜΙΝΙΟΥ
ΜΕΤΑΛΛΙΚΟ ΚΑΓΚΕΛΟ
ΚΟΥΦΩΜΑΤΑ ΑΛΟΥΜΙΝΙΟΥ
ΣΟΒΑΣ
NOTIA ΟΨΗ
ΧΡΙΣΤΙΝΑ ΔΗΜΗΤΡΟΠΟΥΛΟΥ & ΙΩΑΝΝΗΣ ΚΑΤΡΑΒΑΣ ΚΟΥΦΩΜΑΤΑ ΑΛΟΥΜΙΝΙΟΥ
ΠΕΡΣΙΔΕΣ ΑΛΟΥΜΙΝΙΟΥ
ΔΙΩΡΟΦΗ ΚΑΤΟΙΚΙΑ ΜΕ ΥΠΟΓΕΙΟ "ΑΓΙΟΣ ΓΕΩΡΓΙΟΣ" ΔΗΜΟΥ ΡΙΟΥ ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ
ΣΟΒΑΣ ΣΟΒΑΣ
ΜΕΤΑΛΛΙΚΟ ΚΑΓΚΕΛΟ
A8
ΟΨΕΙΣ
1:50 ΑΠΡΙΛΙΟΣ 2010
ΒΟΡΕΙΑ ΟΨΗ
ΥΠΟΓΕΙΟ
ΟΡΟΦΟΣ
ΙΣΟΓΕΙΟ
ΥΠΟΜΝΗΜΑ ΘΕΣΗ: ΕΝΤΟΣ ΟΙΚΙΣΜΟΥ ΠΑΛΑΙΟΠΑΝΑΓΙΑΣ ΤΟΥ ΔΗΜΟΥ ΝΑΥΠΑΚΤΟΥ Εμβ.Οικοπέδου με στοιχεία (1-2-3-4-1) = 1072.27 μ² 10.12
7.82
7 4.9
4.25 7.47
5.82
6.62
10.27
1.87
2.20
2 2
ΔΟΜΗΣΗ: [(3.09+2.84)*4.92]/2+ (0.78*9.97)/2+ [(8.77+9.13)*7.12]/2 + (2.27*5.59)/2+ [(5.25+5.59)*5.58]/2+ (0.70*5.53)/2+ 3.27*2.64+ (1.21*2.26)/2+ (0.58*2.50)/2 = 14.59+3.89+63.72+6.34+30.24+1.94+8.63+1.37+0.73 =
4.67
ΥΠΟΓΕΙΟ: 2.96*0.15 + (6.13*2.66)/2 + (1.20*6.13)/2 + (9.93*4.97)/2 + (13.92*6.12)/2 + (8.63*2.73)/2 + [(8.35+8.62)*4.34]/2 + (8.62*4.03)/2 = 0.44 + 8.15 + 3.68 + 24.68 + 42.60 + 11.78 + 36.82 + 17.37 = 145.52 μ² ΥΠΟΓΕΙΟΣ ΚΛΕΙΣΤΟΣ ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ:
5.50*0.77 + [(4.30+4.61)*5.95]/2 + 3.00*0.15 = 4.24 + 26.51 + 0.45 =
Η/Υ ΧΩΡΟΙ: Η/Υ Χ.1=(3.33*0.93)/2+(4.25*2.44)/2+[(0.77+2.68)*2.58]/2+ (2.68*1.76)/2 = 1.55+5.19+4.45+2.36 = 13.55 μ² Η/Υ Χ.2 = (2.97*1.43)/2+(2.50*2.15)/2 = 2.12+2.69+ = 4.81μ² Η/Υ Χ.3 = 0.70*4.24 = 2.97 μ²
ΥΠΟΓΕΙΟ ΙΣΟΓΕΙΟ ΟΡΟΦΟΣ
Η/Υ ΧΩΡΟΙ ισ. = 13.55 + 4.81 + 2.97 = 21.33 μ²
31.20 μ²
ΕΞΩΣΤΕΣ: ΕΞ.1+ΕΞ.2+ΕΞ.3+ΕΞ.4= [(5.15+5.28)*2.20]/2 + (3.26*0.70)/2 + (1.52*2.97)/2 + [(3.46+3.58)*2.30]/2 + 0.67*1.03 + (0.24*1.87)/2 + [(8.16+8.31)*1.87]/2 + [(1.27+1.40)*1.66]/2= 11.47 + 1.14 + 2.26 + 8.10 + 0.69 + 0.22 + 15.40 + 2.22 = 41.50 μ²
2
5.05
4.80
1.94
+6.90 +6.40
ΣΤΑΥΡΟΣ ΜΟΥΤΟΠΟΥΛΟΣ ΕΙΡΗΝΗ ΝΙΚΟΛΑΟΥ - ΜΟΥΤΟΠΟΥΛΟΥ
5.50
ΚΛΕΙΣΤΟΣ 5.53 5.08 ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ
4.55
7.17
+7.90
10.30
2.69
7.18
+7.30
+8.70
+3.20
+3.20
±0.00
±0.00
0.15
2.88 4.09
2.95
2.50
2.50
2.50
+8.40
51.31
2.50
2.50
ΣΤΕΓΑΝΟΣ ΒΟΘΡΟΣ
ΑΠΟΣΤΑΣΕΙΣ ΑΠΟ ΤΑ ΟΡΙΑ: 2.50 μ.
ΣΧΗΜΑΤΙΚΗ ΤΟΜΗ A-A
ΙΔΙΟΚΤΗΣΙΑΣ ΧΡΥΣΑΦΩΣ ΣΧΟΙΝΑ
B
ΙΔΙΟΚΤΗΣΙΑΣ ΧΡΥΣΑΦΩΣ ΣΧΟΙΝΑ
8.47
8.77
9.10
9.12
26.75
4.10
9.79 8.07
8.89 7.29 7.26
3.52
4.55
ΟΙΚΟΠΕΔΟ ΜΕ ΣΤΟΙΧΕΙΑ (1-2-3-4-1) Εμβ. = 1072.27 μ²
-3.20
4.22
4
45.61
ΙΔΙΟΚΤΗΣΙΑΣ ΔΗΜΗΤΡΙΟΥ ΣΧΟΙΝΑ
ΥΠΟΛΟΓΙΣΜΟΣ ΚΑΛΥΨΗΣ: 0.45*5.50 + [(4.55+5.08)*10.30]/2 + [(9.10+8.89)*4.10]/2 + (0.71*7.29)/2 + (1.28*7.26)/2 + [(8.77+9.12)*2.69]/2 + (7.17*8.47)/2 + 0.25*1.94 + (9.79*3.52)/2 + [(8.07+0.64)*5.15 + (0.20*0.33)/2 = 2.48+49.59 + 36.88 + 2.59 + 4.65 + 24.06 + 30.36 + 0.49 + 17.23 + 22.43 + 0.03 = 190.79 μ²
-0.75
0.75 0.20
5.15
5.15
3.50
1.66
1.28
10.00 3.93
1
ΔΙΩΡΟΦΗ MONOΚΑΤΟΙΚΙΑ ΜΕ ΥΠΟΓΕΙΟ ΠΑΛΑΙΟΠΑΝΑΓΙΑ ΔΗΜΟΥ NΑΥΠΑΚΤΟΥ ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ ΔΙΑΓΡΑΜΜΑ ΚΑΛΥΨΗΣ
2.50
19.98
31.20 μ²
ΜΕΓΙΣΤΟ ΥΨΟΣ: 6.90 μ. + 1.50 μ. στέγη = 8.40 μ. < 9.00 μ.
Η/Υ ΧΩΡΟΙ: Η/Υ Χ.4= (2.97*1.43)/2 + (2.50*2.15)/2 = 2.12+2.69 =4.81 μ² Η/Υ Χ.5 = [(0.55+1.20)*8.41]/2 = 7.36 μ² Η/Υ ΧΩΡΟΙ ορ. : 4.81 + 7.36 = 12.17μ²
ΑΠΟΣΠΑΣΜΑ ΤΟΠΟΓΡΑΦΙΚΟΥ ΚΛΙΜΑΚΑ 1:200
3
ΥΠΟΓΕΙΟ: 145.52 μ² ΥΠΟΓΕΙΟΣ ΚΛΕΙΣΤΟΣ ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ:
ΔΟΜΗΣΗ: [(10.36+10.14)*4.42]/2+ [(1.58+1.63)*1.03]/2+ [(4.51+4.23)*5.12]/2+ [(3.84+4.02)*2.70]/2+ 0.44*1.45+ [(2.50+1.96)*2.03]/2+ (1.96*0.10)/2+ [(3.34+3.53)*0.61]/2+ [(1.60+3.34)*3.59]/2+ 1.94*0.25+ (1.60*0.70)/2 + +[(4.77+5.15)*6.62]/2 - 2.68*2.40 = 45.31+1.65+22.37+10.61+0.64+4.53+0.10+2.10+8.87+0.49+0.56+32.84 - 6.43 = 130.05 - 6.43 = 123.64μ²
131.45μ²
ΚΑΛΥΨΗ: 400.00 μ² ΔΟΜΗΣΗ: 400.00 μ² ΕΞΩΣΤΕΣ & H/Υ ΧΩΡΟΙ: 400.00*35% = 140.00 μ² H/Υ ΧΩΡΟΙ: 400.00*15% = 60.00 μ² Σ. Ο. = 5*Σ.Δ./Εοικ.= 5*400.00/1072.27μ² = 1.87
ΚΑΛΥΨΗ: 190.79 μ² ΔΟΜΗΣΗ : 131.45+123.64 = 255.09 μ² < 400.00 μ² H/Y ΧΩΡΟΙ: 21.33 + 12.17 = 33.50 μ² ΕΞΩΣΤΕΣ : 41.50 μ² H/Y&ΕΞΩΣΤΕΣ = 33.50 + 41.50 = 75.00 μ² < 140.00 μ² ΟΓΚΟΣ: Vσυν.= Vισ. + Vορ.= 535.49 + 615.13 = 1150.62 μ³ Σ. Ο. = 1150.62 / 1072.27 = 1.07 < 1.87
5.15
9.94
4
ΕΠΙΤΡΕΠΟΜΕΝΑ ΣΤΟΙΧΕΙΑ ΔΟΜΗΣΗΣ
ΠΡΑΓΜΑΤΟΠΟΙΟΥΜΕΝΑ ΣΤΟΙΧΕΙΑ ΔΟΜΗΣΗΣ
8.31
5.15
1 0.9
6.1
H/Y XΩΡΟΣ 5
1.40
8.16 ΕΞΩΣΤΗΣ 4
5.28
.34
Απόσταση από τα όρια Δ = 2.50 μ. Μέγιστός αριθμός ορόφων: 2 Μέγιστο Ύψος: 7.50 μ. + 1.50 στέγη
1.66 1.27 1.20
6 1.7 5.5
ΕΞΩΣΤΗΣ 1
3 4.0
Σ.Δ. : 0.8 μέχρι 400.00 μ² για κατοικία
4.42
0.55
ΔΩΜΑ
8.41
0.24
6
3.20
5.30
7.45
1.03
0.10
0.44
0.78
9.97 10.01
8
2.6
3
8.6
6.1
0
1.2
4.61
1.03
2.03
4
5.70
4.92
H/Y XΩΡΟΣ 1
5
8.3
2
2.84
5 5.2
8.63
2.6
.9
8 2.5
2.88
6
13
1.68
10.14
3.00
0.15
2.96
1.63
9 5.5
0
3
ΠΑΡΕΚΛΙΣΕΙΣ 1. Τα οικόπεδα που έχουν μέχρι τις 13-3-1981 ελάχιστο εμβαδόν 300.00 μ² 2. Τα οικόπεδα που έχουν μέχρι τις 25-7-1979 ελάχιστο εμβαδόν 150.00 μ² 3. Τα οικόπεδα που έχουν μέχρι τις 2-7-1968 οποιοδήποτε εμβαδόν και διαστάσεις
0.67
1.58
10.36
.77
9.9
ΕΛΑΧΙΣΤΟ ΕΜΒΑΔΟΝ ΚΑΤΑ ΚΑΝΟΝΑ Ε= 2000.00 μ²
ΕΞΩΣΤΗΣ 3
0.05
2.40
1.45
1.96
3.58
4.49
4.23
2.50 2.50
3
3.3
3.5
1.60
0
0.7
8
2.68 4.02
3.84
H/Y XΩΡΟΣ 4
4.77
5.5
ΟΡΟΙ ΔΟΜΗΣΗΣ: ΟΙΚΙΣΜΟΣ ΠΡΟ 1923 Π.Δ. ΤΗΣ 2-3-1981 (ΦΕΚ 138Δ)
5.12 2.70
2.15
1.43
5
0.2
9.13
0
0.7
8.77
3
3.3
3.09
3.26 ΕΞΩΣΤΗΣ 2 2.97 7 2.9
3.46
1.52
4.24
1.21
4
5.53
4.61
2.73
4.30
7.18
2.44
3.5
2.39
7
2.2
5.53
0.61
9
6
2.2
2.6
0.77
ΚΛΕΙΣΤΟΣ ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ
1.94 0.58
3
0.9
5.95
H/Y XΩΡΟΣ 3
2.15
3
1.4
0.77
5.50
0.45
6.98
3.27
H/Y XΩΡΟΣ 2 2.50 2.50
4.24
7
2.9
7.17
0.70
7.17
0.70 7.12
2.30
-3.45
1:100 ΙΟΥΝΙΟΣ 2011
A1
Thiresias Appartments | Barlas Architects Planning application
Εμβαδόν
Η/Υ Χώροι
9.20*7.40+2.10*4.50+5.65*4.40+1.50*2.60+0.10*0.18= 0.55*4.40+2.50*0.60=2.42+1.50=3.92μ² =68.08+9.45+24.86+3.90+0.02=106.31μ²
Διαμ. B2
5.50*3.50+5.70*3.60+1.50*6.20+5.70*3.50+1.50*4.15+ 7.10*0.50+0.20*3.30+3.50*0.50=3.55+0.66+ 3.50*1.00+2.00*10.10= +1.40*2.05=19.25+20.52+9.30+19.95+6.23+2.87= +1.75=5.96μ² =3.50+20.20=23.70μ² =78.12μ²
Διαμ. B3
4.70*4.75+7.15*3.60+3.60*7.05= 22.33+25.74+25.38=73.45μ²
1.00*7.10+4.80*2.00= =7.10+9.60=16.70μ²
0.20
35.85+23.70+16.70+42.38= =118.63μ²
10.80 0.20
11.50
3.50*3.30=11.55μ²
1.16
0.58
3.20*3.30=10.56μ²
1.06
0.53
1.30*2.20=2.86μ²
Υπνοδωμάτιο 3
3.30*3.40=11.22μ²
1.12
0.56
1.00*2.20+1.30*2.20= =2.20+2.86=5.06μ²
Κουζίνα
3.30*2.80=9.24μ²
0.92
0.46
0.60*1.80+0.80*2.20= =1.08+1.76=2.84μ²
7.28*4.50+4.30*0.50=34.91μ²
3.49
1.75
2.80*0.60+3.00*2.20= =1.68+6.60=7.98μ²
3.30*3.50+3.30*0.70= =11.55+2.31=13.86μ²
1.38
0.69
2.00 0.20
10.60
1.10
0.90
1.30*2.20=2.86μ²
Υπνοδωμάτιο 2
3.60*3.40+3.30*0.50= =12.24+1.65=13.89μ²
1.38
0.69
1.30*2.20=2.86μ²
ΚουζίναΚαθιστικό-Τραπεζαρία
5.40*6.20+1.10*0.40+ 1.20*0.40+3.50*0.50= =33.48+0.44+0.48+1.75=36.15μ²
3.62
1.81
3.00*2.20=6.60μ²
Υπνοδωμάτιο 1
3.50*4.30=15.05μ²
1.51
0.75
1.30*2.20=2.86μ²
Υπνοδωμάτιο 2
3.35*3.30=11.05μ²
1.11
0.55
1.30*2.20=2.86μ²
ΚουζίναΚαθιστικό-Τραπεζαρία
3.35*3.30=11.05μ²
3.07
1.54
3.00*2.20=6.60μ²
Υπνοδωμάτιο 1
3.50*3.30+1.80*3.40= =11.55+6.12=17.67μ²
1.77
0.88
1.30*2.20=2.86μ²
Υπνοδωμάτιο 2
3.40*3.00+0.30*3.30= =10.20+0.99=11.19μ²
1.12
0.56
1.30*2.20=2.86μ²
Υπνοδωμάτιο 3
3.00*3.50+0.30*3.20= =10.50+0.96=11.46μ²
1.15
0.57
Κουζίνα
2.55*3.20+3.00*0.55= =8.16+1.65=9.81μ²
0.98
0.49
1.80*0.60=1.08μ²
1.07
3.00*2.20+1.80*2.20+ +2.85*2.20=6.60+3.96+6.27=
1.20 2.20 0.00
1.30
0.80 3.00
7.15
2.20 0.00
2.20 0.00
3.35
1.00 1.80
0.30 0.30
0.30
4.70 0.20
0.90 0.15 0.20 2.00
4.30
2.20 0.00
8.70
1.80
2.20 0.00
9.35
ΚΩΝ. ΛΕΠΙΔΑ ΚΑΤΑΣ KΕΥΑΣΤΙΚΗ ΕΠΕ
3.60
1.50
2.20 0.00
3.50
0.90
1.50
2.20 0.00
3.50
10.10
0.20
1.30
0.50
1.30
2.30
1.30
2.00
0.15
3.00
1.45
0.20
1.10 2.00
ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ
A5
ΚΑΤΟΨΗ Β' ΟΡΟΦΟΥ 0.90
1.00
1.20
2.00
0.20
0.10
"ΑΓΙΟΣ ΓΕΩΡΓΙΟΣ ΛΑΓΓΟΥΡΑ" ΔΗΜΟΣ ΠΑΤΡΕΩΝ O.T. 1615 3.60
4.70
1.00
3.50 3.00
0.50
0.30
0.30
1.30
7.10
ΝΕO ΤΡΙΩΡΟΦ O ΚΤΙΡΙΟ ΚΑΤΟΙΚΙΩΝ ΜΕ PILOTIS ΚΑΙ ΥΠΟΓΕΙΟ 1.60
2.20 0.00
ΟΠΛΙΣΜΕΝΟ ΣΚΥΡΟΔΕΜΑ
1.50
1.50 3.00
0.55 4.35
4.15 1.30
3.30
ΚΟΙΝΗ ΟΠΤΟΠΛΙΝΘΟΔΟΜΗ
ΤΕΛΙΚΟ ΔΑΠΕΔΟ ΑΝΩ ΣΤΑΘΜΗ ΠΛΑΚΑΣ
B
1.00
7.10
0.18
0.20
0.20
3.50
0.55
0.30
4.40
ΠΛΑΤΟΣ ΠΡΕΚΙ
6.70
5.40
2.20 0.00
0.20
0.80
0.20
1.50 1.80 0.90
0.40
4.40
ΠΡΕΚΙ ΠΟΔΙΑ
ΧΑΡΑΚΤΗΡΙΣΜΟΣ ΥΛΙΚΩΝ
ΕΣΩΤΕΡΙΚΑ
2.85
3.00
0.20
2.20 0.00
ΠΛΑΤΟΣ 19.40
0.10
0.70
2.85
ΧΑΡΑΚΤΗΡΙΣΜΟΣ ΚΟΥΦΩΜΑΤΩΝ ΕΞΩΤΕΡΙΚΑ
4.70
0.98
8.00
3.00
0.10
8.70 0.80 2.20
4.30
3.75
2.20 0.60
0.70
0.70
Λουτρό
Τραπεζαρία
Κουζίνα
0.20
6.30 3.70
0.10 2.50
1.70
0.80 2.20
1.70
0.10
Καθιστικό
4.05
0.20
2.05
3.00
3.00 0.10
3.60
3.30
1.90
Τραπεζαρία
Καθιστικό
=16.83μ²
1.10
0.10
2.15
1.90
1.30
0.20 0.30
1.60
1.30
13.30
0.40
1.50
0.25
0.25
1.30
0.20 0.20
13.60 40.60
A
3.00
1.30*2.20=2.86μ²
0.20
0.80 2.20
0.80 2.20
10.80
3.00
3.60
3.30
3.402 Υπνοδωμάτιο
3.50
2.00
0.10
Κουζίνα
0.80 2.20
0.10
0.20 0.30
1.40
5.70
Υπνοδωμάτιο 1 3.50
0.50
2.20 0.00
2.20 0.00
0.10
4.10
1.30
0.30
6.90
0.10 0.90 0.10
1.60
0.10
6.20
Διαμ. B2 78.12τ.μ.
0.10
Καθιστικό-Τραπεζαρία
7.60*2.55+3.00*0.70= =19.38+2.10=21.48μ²
Υπνοδωμάτιο 3
Διαμ. B4 105.42 τ.μ.
1.80
0.28
1.80
2.00
0.60
0.20
2.00
0.80 2.20
0.80 2.20
Υπνοδωμάτιο 2
2.20 1.30 0.00
0.80 2.20
3.10
3.30
3.30
Είσοδος
2.30
0.20
Καθιστικό
3.00
0.30
0.80 2.20
0.10
0.10
1.30 1.30
0.20
4.50
2.20 0.00
Υπνοδωμάτιο 1
1.30
1.00 2.20
Είσοδος
4.40
0.80 2.20
5.50
3.20 0.10
2.20
3.85
2.20 0.00
0.10
0.80
3.50
1.30
2.50
3.00 7.15
1.50 0.30
7.05
Είσοδος
8.20
2.50
Λουτρό
0.20
0.10
1.40
0.10
0.90
12.20
0.80 2.20
0.80 2.20
1.00 2.20
0.30
0.20 4.50
Διαμ. B1 106.30τ.μ.
0.10
0.80 2.20
Είσοδος
0.10
1.60 0.10
0.80 2.20
1.20
0.10
WC 1.70
1.70
0.10
0.90 0.10
7.30
0.80 2.20
0.10
2.30
Λουτρό
1.80
9.20
0.50
2.20 0.60
1.00 2.20
2.70
3.40 0.10
2.40
1.00 2.20
1.40
0.80 2.20
0.10
1.80
0.80 2.20
4.50
0.80 2.20
2.20 0.00
Υπνοδωμάτιο 1
Κουζίνα
4.65
1.30
7.40
0.10
Λουτρό
+5.56 +5.51
2.20 0.00
Υπνοδωμάτιο 2
0.10
1.75 0.20
16 17
2.70
2.20 2.50 0.00
Τραπεζαρία 0.10
3.30 0.10
0.50
4.75
1.50
Ανελκυστήρας
1.50
3.30
1.00
2.20 0.00 3.40
0.30
2.50 0.20
4.50
0.30
2.20 0.90
2.80
2.80
Κουζίνα 1.00
15
1.20
1.50
2.80
13 14
1
0.25
12
3 2
7.40
0.30
B
2.20 0.00
11
4
1.30
3.50 0.20
5.70
0.80
0.90
1.50 0.90
0.60
0.30
0.20
1.80
10
2.70
5
3.60
1.35
1.00
1.20 1.40
2.20 0.00
8
6
0.20
Υπνοδωμάτιο 3 1.50
7
8.90
9
5.00
Τραπεζαρία
0.80 2.20
2.40
2.50
0.20
1.55
1.80
2.80
2.00
0.40 0.15
0.80
Διαμ. B3 73.45τ.μ 0.80 0.10 2.20
0.20
0.20
1.80
2.80
5.40
2.40
2.15 1.35 0.35
1.30
0.80 2.20
6.20
1.30
0.10
1.00
0.10
2.05
0.50
0.80 2.20
2.40
7.00 0.20
1.30
3.30
Υπνοδωμάτιο 2
0.20
0.20
7.40
1.30
Υπνοδωμάτιο 1
8.90
3.40
4.30
4.70
4.85
9.10
3.60
B
10.80
1.50
Καθιστικό
0.20
1.30
Διαμ. B4 0.80
0.20
1.00
4.80
0.30
0.30
0.80
7.10
2.80
2.00
1.20
Διαμ. B3
4.75
1.30*2.20+1.30*2.20= =2.86+2.86=5.72μ²
Υπνοδωμάτιο 1
Υπνοδωμάτιο 1
11.90
3.92+5.96+12.09=21.97μ²
ΠΡΑΓΜΑΤΟΠΟΙΟΥΜΕΝΗ ΕΠΙΦΑΝΕΙΑ(μ²)
Υπνοδωμάτιο 2
Καθιστικό-Τραπεζαρία
24.70
106.31+78.12+73.45+105.42+28.93=392.23μ²
ΑΕΡΙΣΜΟΣ 5%
Διαμ. B2
A
Κοινόχρηστος 3.00*4.75+1.50*4.65+2.00*3.85= χώρος 14.25+6.98+7.70=28.93μ² Σύνολο
ΦΩΤΙΣΜΟΣ 10%
Διαμ. B1
2.00*2.30+3.10*4.05+2.20*3.60+7.40*1.50+8.70*3.70+ 0.55*3.00+0.70*3.00+0.30*7.40+3.40*1.80= 4.35*0.80+9.35*2.00+4.70*2.00+ +1.00*10.80=3.48+18.70+9.40+ +8.00*3.00+8.70*1.50= 1.65+2.10+2.22+6.12=12.09μ² +10.80=42.38μ² 4.60+12.56+7.92+11.10+32.19+24.00+13.05=105.42μ²
Διαμ. B4
ΑΠΑΙΤΟΥΜΕΝΗ ΕΠΙΦΑΝΕΙΑ(μ²)
ΦΩΤΙΖΟΜΕΝΗ ΕΠΙΦΑΝΕΙΑ(μ²)
ΧΩΡΟΣ
Εξώστες 8.90*1.00+2.80*1.50+4.10*1.50+ +7.10*1.00+4.70*2.00+0.10*1.00= =8.90+4.20+6.15+7.10+9.40+0.10=35.85μ²
Διαμ. B1
1.00
1.80 4.35
1.75
3.00
0.65
1.80 9.35
1.50
1.80
0.20
1:50 ΙΟΥΝΙΟΣ 20 10
+13.90
+12.50
+11.50
ΠΕΡΣΙΔΕΣ ΑΛΟΥΜΙΝΙΟΥ
ΚΟΥΦΩΜΑTA ΑΛΟΥΜΙΝΙΟΥ ΣΟΒΑΣ
+8.52
ΤΖΑΜΙ
+5.56
ΜΕΤΑΛΛΙΚΟ ΚΑΓΚΕΛΟ
+2.60
ΑΝΑΤΟΛΙΚΗ ΟΨΗ
ΔΙΑΜΟΡΦΩΜΕΝΟ ΕΔΑΦΟΣ
0.11
0.48
ΦΥΣΙΚΟ ΕΔΑΦΟΣ ±0.00
+13.90
+12.50 ΚΟΥΦΩΜΑTA ΑΛΟΥΜΙΝΙΟΥ
+11.50
ΜΕΤΑΛΛΙΚΟ ΚΑΓΚΕΛΟ
ΣΟΒΑΣ
ΤΖΑΜΙ
ΚΩΝ. ΛΕΠΙΔΑ ΚΑΤΑΣΚΕΥΑΣΤΙΚΗ ΕΠΕ
+8.52
ΝΕO ΤΡΙΩΡΟΦ O ΚΤΙΡΙΟ ΚΑΤΟΙΚΙΩΝ ΜΕ PILOTIS ΚΑΙ ΥΠΟΓΕΙΟ "ΑΓΙΟΣ ΓΕΩΡΓΙΟΣ ΛΑΓΓΟΥΡΑ " ΔΗΜΟΣ ΠΑΤΡΕΩΝ O.T. 1615
ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ
+5.56
A10
ΟΨΕΙΣ
1:50 ΙΟΥΝΙΟΣ 20 10
+2.60
±0.00 0.43
ΔΙΑΜΟΡΦΩΜΕΝΟ ΕΔΑΦΟΣ ΦΥΣΙΚΟ ΕΔΑΦΟΣ
ΔΥΤΙΚΗ ΟΨΗ
ΥΠΟΓΕΙΟ: 11,90*9,40-2,10*0,90=1 =109,97τ.μ.
9.40
11.90
1.80
2.10
0.90
10.80
6.20
ΚΟΙΝΟΧΡΗΣΤΟΣ ΧΩΡΟΣ ΕΙΣΟΔΟΣ: 4,85*2,50+5,30*3,35=12,1 =29,89 τ.μ.
PILOTIS: 37,10*15,40-6,20*14,40-0, -4,85*2,50+5,30*3,35-10,8 =571,34-89,28-6,30-29,89 =384,31τ.μ.
4.85
0.90
2.50
14.40
7.00
ΙΣΟΓΕΙΟ
15.40
ΕΙΣΟΔΟΣ 3.35
5.30
PILOTIS 37.10
3.60
11.70
X X
X X
X X
X X
X X
X X
X X
X X X X X
X X
X X
X
X
X X
X X
X X
X X
X X
X X X X X
X X
X X X
X X X
X X
ΔΩΜΑ ΚΟΙΝΟΧΡΗΣΤΟΣ ΧΩΡΟ ΑΠΟΛΗΞΗ: 3,15*3,90=12,29 τ.μ.
X
X X X X X
X X X X X X X X X X X
X X X X X X
X X X
X X
X X X X X X X X
ΔΩΜΑ ΒΑΤΟ
X X
3.15
X X X
ΑΠΟΛΗΞΗ
X X X
X X
X X X
X X
X X X
X
3.90
K1271
X
X X X
X X X X X
X X X X X
X X X X X
X X X
X X
X X X X X X X
X X X
X X X X X
X X X
X
X X X X X
X X
X X X
X X
X X
X
X X X
X X
X
X X X X
ΤΟΠΟΓΡΑΦΙΚΟ ΚΛΙΜΑΚΑ 1:200
2.00
1.00
7.10
ΥΠΟΜΝΗΜΑ ΘΕΣΗ: ΕΝΤΟΣ ΣΧΕΔΙΟΥ ΠΟΛΕΩΣ ΠΑΤΡΩΝ ΕΓΛΥΚΑΔΑ - ΜΠΕΓΟΥΛΑΚΗ Ο.Τ.1615 (ΕΠΕΚΤΑΣΗ ΣΧΕΔΙΟΥ ΠΟΛΕΩΣ ΠΑΤΡΑΣ ΑΝΑΤΟΛΙΚΟΜΕΣΗΜΡΙΝΗ ΠΛΕΥΡΑ- 2Η ΦΑΣΗ)
4.80
ΕΞΩΣΤΗΣ 10
ΕΜΒΑΔΟΝ ΟΙΚΟΠΕΔΟΥ Ε= 1419,84μ² 1.00
10.80 ΕΞΩΣΤΗΣ 11 3.40
7.40
ΟΡΟΙ ΔΟΜΗΣΗΣ ΚΑΙ ΑΡΤΙΟΤΗΤΑΣ (Π.Δ. 12-7-75(ΦΕΚ 231Δ'/6-10-75 & Π.Δ. 24-4-85 (ΦΕΚ 271Δ'/1982) ΑΡΤΙΟΤΗΤΑ ΠΡΟΣΩΠΟ ΕΜΒΑΔΟΝ ΚΑΤΑ ΚΑΝΟΝΑ 15 400 ΠΑΡΕΚΚΛΙΣΕΙΣ 10 200 (ΠΡΟ 6/10/75)
1.50
7.40
7.70
H.X.13
1.80
10.10
0.90
H.X.14
0.30
111,86-1,89=
0.10
2.10
2.50
0.70
2.00
ΗΜ/ΧΩΡΟΙ: 2.50*0.60+3.40*1.80+7.40*0.30+0.70*3.00+0.55*3.00+3.50*0.50+0.50*3.60+3.30*0.70+ +0.55*4.60=1.50+6.12+2.22+2.10+1.65+1.75+1.80+2.31+ 2.52=21.97τ.μ.
H.X.15
4.40 0.60
8.20
8.70
1.50
3.00
0.80
0.55
H.X.12
7.00
7.15
9.20
6.70
3.00
1.50
ΔΟΜΗΣΗ Β'+Γ' ΟΡΟΦΟΥ: 7.40*9.20+0.60*4.50+4.40*7.15+7.00*3.50+7.70*0.90+14.90*10.10+1.50*0.50+1.50*0.50+ +11.25*0.90+2.10+7.65+6.70*8.00+7.40*1.50+0.70*3.70+1.50*8.70-0.20*1.10-0.10*2.250.60*8.20=68.08+2.70+31.46+24.50+6.93+150.49+0.75+0.75+10.13+16.07+53.60+11.10+ +2.59+13.05-0.22-0.23-4.92=392.20-5.37=386.83τ.μ.
3.70 7.65
14.90
0.60
0.60
2.79
4.50
0.70
6.70
1.10
0.20
H.X.9 7.40
8.00
11.25
2.25
1.00
8.90 ΕΞΩΣΤΗΣ 7
7.35 2.00
4.35
ΕΞΩΣΤΕΣ: 3.11*1.50+8.60*1.00+4.80*2.00+1.00*3.40+10.10*2.00+4.35*0.80+7.35*2.00+6.70*2.00+ +10.80*1.00+2.00*4.80+7.10*1.00+8.90*1.00+1.50*2.79=4.67+8.60+9.60+3.40+20.20+ +3.48+14.70+13.40+10.80+9.60+7.10+8.90+4.18=118.63τ.μ.
3.40 4.80
3.50
H.X.11
0.50
0.50
1.50
0.50
3.60 1.00
3.30
ΚΑΤΟΨΗ Β&Γ ΟΡΟΦΟΥ
10.10
ΕΠΙΤΡΕΠΟΜΕΝΑ ΣΤΟΙΧΕΙΑ ΔΟΜΗΣΗΣ ΚΑΛΥΨΗ: 1419,84*40%=567,94 τ.μ. ΔΟΜΗΣΗ: 1419,84*0,8=1135,87 τ.μ. ΕΞΩΣΤΕΣ&Η/Υ ΧΩΡΟΙ:1135,87* 35%= 397,56 τ.μ. Η/Υ ΧΩΡΟΙ:1135,87*15%=170,38 τ.μ. ΕΠΙΤΡΕΠΟΜΕΝΟΣ Σ.Ο. Σ.Ο.= 4,5*Σ.Δ./Εοικ=5,111.42/1419,84=3,60 ΦΥΤΕΥΣΗ: (Εμβ. οικ - Εκαλ)*2/3=(1419,87-567,94)*2/3=567,95 τ.μ. ΑΠΟΣΤΑΣΕΙΣ ΑΠΟ ΟΡΙΑ: Δ=3+0,10*10,50= 4,05 μ ΜΕΓΙΣΤΟ ΥΨΟΣ=10.50+1.00=11.50μ.
Όταν εφαρμόζεται η παρ.9 του Αρθ-9 του Ν-1577/85 επιτρέπεται υπέρβαση του ύψους, που καθορίζεται από ειδικές διατάξεις μέχρι 1.00μ., εφ'όσον το ισόγειου τοθ κτιρίου, χρησιμοποιείται κατά ποσοστό 50% τουλάχιστον για στάθμευση αυτοκινήτων. Το ίδιο ισχύει όταν στην πιο πάνω περίπτωση το κτίριο κατασκευάζεται σε υποστηλώματα (ΠΙΛΟΤΙΣ) με εφαρμογή της παρ.1Β του Αρθ-7 του Ν-1577/85 και ο ελεύθερος ημιυπαίθριος χώρος διατίθεται αποκλειστικά για στάθμευση αυτοκινήτων.
1.50
2.00
ΕΞΩΣΤΗΣ 8
2.00
1.00
8.60
0.70
4.60
0.55
1.50
0.50
3.11
ΕΞΩΣΤΗΣ 12
H.X.10
ΟΡΟΙ ΔΟΜΗΣΗΣ: ΚΑΛΥΨΗ : 40% (ΠΡΩΗΝ ΠΑΝΤΑΧΟΘΕΝ ΕΛΕΥΘΕΡΟ) Σ.Δ.: 0.80 ΥΨΟΣ : 10.50μ. (3 ΟΡΟΦΟΙ)
ΘΕΣΕΙΣ ΣΤΑΘΜΕΥΣΗΣ: ΑΠΑΙΤΟΥΝΤΑΙ ΘΕΣΕΙΣ ΣΤΑΘΜΕΥΣΗΣ 1135,87/200,00= 6
ΕΞΩΣΤΗΣ 9
2.00
7.40
H.X.7 4.50
2.50
ΗΜ/ΧΩΡΟΙ: 0.90*7.40+0.50*2.50+3.60*1.10+4.50*1.80+3.50*0.90+3.00*0.80+3.50*0.50+7.20*0.60+ +4.30*1.80+0.90*7.40=6.66+1.25+3.96+8.10+3.15+2.40+1.75+4.32+7.74+6.66= =45.99 τ.μ.
9.10
0.60
13.50 3.50
0.80
3.00
H.X.8 1.00
H.X.5
ΕΞΩΣΤΗΣ 3
0.90
4.50
ΠΡΑΓΜΑΤΟΠΟΙΟΥΜΕΝΑ ΣΤΟΙΧΕΙΑ ΔΟΜΗΣΗΣ ΚΑΛΥΨΗ 37,10*15,40-6,20*14,40-0,90*7,00--10,80*1,80-3,60*11,70= =571,34-89,28-6,30-19,44-42,12=414,20 τ.μ.<567,94 τ.μ. ΔΟΜΗΣΗ Συνολική Δόμηση: 361,59+2*386,83=1135,25 τ.μ.<1135,87 τ.μ. ΕΞΩΣΤΕΣ: Σύνολο Εξωστών: 69,90+ 118,63*2=307,16τ.μ. Η/Υ ΧΩΡΟΙ: Σύνολο η/υ χώροι: 45,99+21,97*2=89,93 τ.μ.<170,38 τ.μ. ΕΞΩΣΤΕΣ&Η/Υ: Σύνολο:307,16+89,93=397,09τ.μ.<397,56 τ.μ. ΟΓΚΟΣ V=414,2*9,10+32.27*2.40=3,769.22+77.45=3,846.67 κ.μ. Σ.Ο.=3,769.22/1419,84=2.65<3,60 ΥΨΟΣ= 11,50 μ. Pilotis: Ε=381,93 τ.μ ΥΠΟΓΕΙΟ:Ε=109,97 τ.μ. ΘΕΣΕΙΣ ΣΤΑΘΜΕΥΣΗΣ: 13 ΦΥΤΕΥΣΗ: 588,35 τ.μ >567,95 τ.μ.
ΕΞΩΣΤΕΣ: 36.90*1.00+8.20*1.00+2.00*10.10+1.00*7.40+1.00*7.10+2.00*3.70+0.20*4.50+2.00*7.40= =3.90+8.20+20.20+7.40+7.10+7.40+0.90+14.80= 69.90 τ.μ.
6.00
6.50
7.40
ΔΟΜΗΣΗ A' ΟΡΟΦΟΥ: 7.40*7.40+6.50*4.50+6.00*13.50+1.20*13.50+0.60*1.50+0.60*1.50+5.80*11.00+0.70*3.60+1.80*3.80+ +3.00*9.20+5.20*10.00+3.50*9.10-9.30*0.60-0.20*1.10-0.10*2.25=54.76+29.25+81+16.20+0.90+0.90+ +63.80+2.25+6.84+27.60+52.00+31.85-5.58-0.22-0.23= =367.62-6.03=361.59 τ.μ.
3.50
10.00
9.20
1.10
H.X.3
9.30
7.40
5.20
5.80
3.00
0.20
2.25 0.50
0.90
7.40
H.X.1
7.10 ΕΞΩΣΤΗΣ 5
11.00
0.10
3.70
2.00
15.60
3.80
1.00
0.70
3.60
,90*7,0080*1,80-3,60*11,70= 9-19,44-42,12=
1.80
3.60
H.X.6
1.80
13+17,76=
0.20
ΕΞΩΣΤΗΣ 4
1.10
Σ-
7.40
C:\Documents and Settings\All Users\Documents\projects\ΑΡΧΕΙΑ ΚΟΙΝΗΣ ΧΡΗΣΗΣ\benetia copy.tif
H.X.4
3.50
1.50
0.60
1.50
0.50 0.10
0.60
7.20
0.60
1.20
10.10
8.20 2.00
1.80
H.X.2 1.00
ΟΣ-
ΚΑΤΟΨΗ Α ΟΡΟΦΟΥ
ΕΞΩΣΤΗΣ 2
ΚΩΝ. ΛΕΠΙΔΑ ΚΑΤΑΣΚΕΥΑΣΤΙΚΗ ΕΠΕ ΝΕO ΤΡΙΩΡΟΦO ΚΤΙΡΙΟ ΚΑΤΟΙΚΙΩΝ ΜΕ PILOTIS ΚΑΙ ΥΠΟΓΕΙΟ
2.81
0.15
"ΑΓΙΟΣ ΓΕΩΡΓΙΟΣ ΛΑΓΓΟΥΡΑ" ΔΗΜΟΣ ΠΑΤΡΕΩΝ O.T. 1615
ΚΩΝ/ΝΟΣ ΘΟΡΒΑΛΤ ΜΠΑΡΛΑΣ ΔΙΑΓΡΑΜΜΑ ΚΑΛΥΨΗΣ
2.81
0.20
0.15 0.15
1:100
2.40
0.15
2.81
ΙΟΥΝΙΟΣ 2010
0.06
ΔΙΑΜΟΡΦΩΜΕΝΟ ΕΔΑΦΟΣ ΦΥΣΙΚΟ ΕΔΑΦΟΣ
0.21
1.00
3.90 ΕΞΩΣΤΗΣ 1
0.90
4.30 7.40
ΦΥΣΙΚΟ ΕΔΑΦΟΣ
ΣΧΗΜΑΤΙΚΗ ΤΟΜΗ
A1