GENERAL SPECIFICATIONS OF THE BUILDING

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Name
Unit of measure
 Quantity, number
Comments
I. LOT
   
1.1. area of the lot
m2
10000
 
1.2. developed area of the lot
m2
2000
 
1.3. development density
Coeff.
0,2
acc.to DP 0,2
1.4. development intensity of the lot
Coeff.
0,38
acc.to DP 0,4
1.5. green area
m2
4900
49%
1.6. hard-paved area of the lot
m2
2880
 
1.7. area of macadam pavement
m2
220
 
1.8. area of the sanitary zone (safety zone)
m
-
 
1.9. parking spaces for cars on the lot
 quantity
-
 
II. BUILDING
   
2.1. General information about the building
   
2.1.1. aggregate floor space
m2
3831
 
2.1.1.1. residential space
m2
2091
 
2.1.1.2. usable floor area
m2
3403
 
2.1.1.3. auxiliary space
m2
1740
 
2.1.1.4. garage area
m2
428
 
2.1.2. overall cubic content of buildings
m³
12000
 
2.1.3. total area of the underground part
m2
3831
 
2.1.4. total area of the above-ground part (plinth)
m2
-
 
2.1.5. height of the building
m
10
 
2.1.6. number of storeys
total
1+M
 
2.1.7. fire rating of the building (I, II or III)
rating
II
 
2.1.8. flammability and explosiveness class of the building
Cat.
-
not classified
2.1.9. flammability functionality group of the building
P
P.1.3
 
2.1.10. category of actions on structures exposed to fire
Cat.
3
300 MJ/m2
2.1.11. fire hazard category of the building
C
C2
 
2.1.12. number of apartments (number of blocks)
total
24
 
2.1.13. number of parking spaces in the garage
total
24
 
2.2. Technical specifications of the building
   
2.2.1. acoustic comfort conditions category of the building (rooms)
class
C
 
2.2.2. design energy use category
class
C
 
2.2.3. heat transfer coefficient of claddings:
   
2.2.3.1. on the connected roof UN.ce.
W/ m2 K
0,16
 
2.2.3.2. pitched roof UN.ce.
W/ m2 K
0,159
 
2.2.3.3. cladding directly above soil UN.fg.
W/ m2 K
0,25
 
2.2.3.4. walls UN.w.
W/ m2 K
0,1625
 
2.2.3.5. outer doors UN.d.
W/ m2 K
1,6
 
2.2.3.6. windows UN1.wd
W/ m2 K
1,6
 
2.2.3.7. windows UN2.wd.
W/ m2 K
1,3
 
III. ENGINEERING AND UTILITY NETWORKS
   
3.1. overall length of special-purpose utility networks:
   
3.1.1. input networks
km
0,86
 
3.1.2. others (mains and distribution networks)
km
1,1
 
3.2. length of water supply networks (to be designed)
km
0,68
 
3.2.1. underground part (external)
km
0,05/0,1/
0,17/0,36
 
3.2.2. above-ground part (internal)
km
0,7
 
3.2.3 pipe diameter (only pipelines)
mm
110/70/
63/32
 
3.2.4 width of water supply networks safety zone
m
5
 
3.3. length of domestic sewerage networks (to be designed)
km
0,4
 
3.3.1. underground part (external)
km
0,08/0,17/
0,15
 
3.3.2. above-ground part (internal)
km
0,6
 
3.3.3 pipe diameter (only pipelines)
mm
200/160/
160
 
3.3.4 safety zone of drainage networks
m
5
 
3.4. length of rainwater drainage networks (to be designed)
km
0,88
 
3.4.1. underground part (external)
km
0,12/0,4/
0,36
 
3.4.2. above-ground part (internal)
km
-
 
3.4.3 pipe diameter (only pipelines)
мм
315/200/
160
 
3.4.4 safety zone of water drainage networks
m
5
 
3.5. length of gas pipeline networks (to be designed)
km
  
3.5.1. underground parts (external)
km
0,353
 
3.5.2. above-ground parts (internal)
km
0,405
 
3.5.3. pipe diameter (only pipelines)
mm
63,40
sklype–d40,d20
3.5.4. width of the safety zone of gas pipeline networks
m
2,0
P=3,0bar
3.6.  length and cross-section of the electrical power network (cable line)
mm2
300
4x150
 
3.7. Number and cross-section of power network conductor pairs

quantity;
mm2
-
 
IV. OTHER STRUCTURES
   

The areas were calculated according to STR 1.14.01:1999, The Procedure for Calculating the Floor Area and Cubic Content of Buildings (Žin., 1999, No. 84-2507), amended by AM Directive No. 356 of 199.11.08 (Žin., 1999, No. 998-2831).


Architect/PV
Donatas Rakauskas
Qualification Certificate No. A749