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SERVICES AND CALCULATIONS
HIGH RISE RESIDENTIAL APARTMENTS- MARINA SKIES
ELECTRICAL SERVICES
ELECTRICAL SERVICES
Average Electrical load for a 2bhk- 5kv
Average Electrical load for a 3bhk- 6kv
Average electrical load for a 2.5bhk- 6kv
Total 3bhk units- 620
Total 2.5bhk units- 248
Total 2bhk units- 372
Total electrical load of 2bhk- 372 x 5= 1860kv
Total electrical load of 2.5bhk- 248 x 6= 1488kv
Total electrical load of 3bhk- 620 x 6= 3720kv
Total electrical load= 1860 + 1488 + 3720= 7068kv
ELECTRICAL SERVICES
OIL TYPE TRANSFORMER
OPEN TO SKY
DRY TYPE TRANSFORMER
CLOSED AREA DIESEL GENERATOR
ELECTRICAL SERVICES
No. of oil type transformers- 5 each capacity of 1250kv
Flow chart of electrical working system in a high rise:
Power supply HT room transformers main pc room
diesel generator room
Oil type transformer- open to sky- podium level
ELECTRICAL SERVICES
Dimensions of the required rooms:
• Main electrical panel room- 10m x 4m
• DG room- 20m x 18m
• Transformer placement area- 150sqm
• HT room near transformer- 80sqm
PLUMBING
WATER REQUIREMENT CALCULATION
Per day requirement per person- 150-200 litres
Considering 200 litres per person
Occupancy in 3bhk- 7
Occupancy in 2.5bhk- 6
Occupancy in 2bhk - 5
TOWER 1 AND 5
No of 3 bhk- 4
No of 2.5 bhk- 2
No of 2bhk- 1
WATER REQUIREMENT CALCULATION
TOWER 1 AND 5
Per floor for 3bhk day requirement- 4 x 7 x 200- 5600 litres
Per floor for 2.5bhk day requirement- 2 x 6 x 200- 2400 litres
Per floor for 2bhk day requirement- 1 x 5 x 200- 1000 litres
Total requirement per floor- 5600 + 2400 + 1000= 9000 litres
Per tower= 9000 x 31= 2,79,000 litres
Per cu ft ------ 26 litres
? ------ 2,79,000 litres
Volume required- 10,730.76 cuft = 303.86cum each tower
WATER REQUIREMENT CALCULATION
TOWER 2 AND 4
Per floor for 3bhk day requirement- 2 x 7 x 200- 2800 litres
Per floor for 2.5bhk day requirement- 2 x 6 x 200- 2400 litres
Per floor for 2bhk day requirement- 4 x 5 x 200- 4000litres
Total requirement per floor- 2800 + 2400 + 4000= 9200litres
Per tower= 9200 x 31= 2,85,200 litres
Per cu ft ------ 26 litres
? ------ 2,85,200 litres
Volume required- 10,969.23 cuft = 310.61cum
WATER REQUIREMENT CALCULATION
TOWER 3
Per floor for 3bhk day requirement- 8 x 7 x 200- 11,200 litres
Per floor for 2bhk day requirement- 2 x 5 x 200- 2000 litres
Total requirement per floor- 11,200 + 2000= 13200litres
Per tower= 13200x 31= 4,09,200 litres
Per cu ft ------ 26 litres
? ------ 4,09,200 litres
Volume required- 15,738.46 cuft = 445.66 cum
WATER REQUIREMENT CALCULATION
CAPACITY OF EACH TOWER:
TOWER 1: 2,79,000 litres
TOWER 2: 2,85,200 litres
TOWER 3: 4,09,200 litres
TOWER 4: 2,85,200 litres
TOWER 5: 2,79,000 litres
VOLUME FOR EACH TOWER:
TOWER 1: 303.86 cum
TOWER 2: 310.61 cum
TOWER 3: 445.66 cum
TOWER 4: 310.61 cum
TOWER 5: 303.86 cum
Total capacity: 15,37,600 litres
Total volume- 1674.6 cum
SEWAGE TREATMENT PLANT
75% VOLUME OF DAILY WATER REQUIREMENT IS CONSIDERED:
75% OF 1674.6 CUM =1255.95 CUM
Therefore total volume required for stp plant = 1255.95 cum
Area required for water treatment plant:
1674.6/ 3 =558.2 sqm
Total area required for raw water sump- 558.2 sqm
Area required for sewage treatment plant:
1255.96/3 = 418.65 sqm
Total area required for sewage treatment sump= 418.65sqm
MACHINE ROOM AREAS
WATER TREATMENT PLANT- 500 SQM
SEWAGE TREATMENT PLANT- 1500SQM
Both the machine rooms require double height..
WATER TREATMENT PLANT
SEWAGE TREATMENT PLANT
HVAC AND CELLAR OPENINGS
HVAC AND CELLAR OPENINGS
ACCORDING TO GO 168- 2% OF TOTAL BASEMENT AREA MUST BE LEFT
FOR NATURAL VENTILATION BY CREATING OPENINGS.
Basement area: 30,361.32 sqm
2% of basement area= 607.22sqm
Therefore 607.22 sqm must be left as basement openings from
podium open to sky for natural ventilation.
Means of mechanical ventilation should also be adopted in basement.
MECHANICAL VENTILATION
JET FANS EXHAUST FANS
HVAC PANEL ROOM AREA IN BASEMENT- 15SQM
ELEVATORS
ELEVATOR DIMENSIONS
Passenger lift dimensions- 1.7m x 2.2m
CAPACITY of passenger lift – 16 persons
Fire lift dimensions- 2.2m x 2.2m
Service lift dimensions- 1.4m x 1.7m
PASSANGER LIFT SERVICE LIFT FIRE LIFT
FIRE SAFETY
FIRE SERVICES
Capacity for sump- 500cum
Machine room area- 66sqm
Machines required for 500cum-
1 diesel pump
2 electric pump- 1 for hydrant and 1 for sprinkler
2 jockey pump- 1 for hydrant and 1 for sprinkler
Distance between each pump must be 1m- 1.9m
FIRE SERVICES
FIRE MACHINE ROOM
FIRE SERVICES
STAIRCASE WIDTH- 1.34M PROVIDED.
FIRE LIFT- 2.4M X 2.4M
FIRE SHAFT- 1.7M X 0.8M (SPRINKLER AND HYDRANT BASED PIPES)
PRESSURIZATION SHAFT- 1M X 1.2M
FIRE SERVICES
FIRE SHAFT PRESSURIZATION FAN
SHAFT DIMENSIONS- standards
• LC shaft- 1.1m x 0.45m
• Fire shaft- 1.7m x 0.8m
• Electrical shaft- 3m x 2m contains metre room and shaft- 0.65m x 2m
• Phe shaft- 1m x 0.6m
• Garbage chute- 1.1m x 0.6m

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SERVICES AND CALCULATIONSaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa.pptx

  • 1. SERVICES AND CALCULATIONS HIGH RISE RESIDENTIAL APARTMENTS- MARINA SKIES
  • 3. ELECTRICAL SERVICES Average Electrical load for a 2bhk- 5kv Average Electrical load for a 3bhk- 6kv Average electrical load for a 2.5bhk- 6kv Total 3bhk units- 620 Total 2.5bhk units- 248 Total 2bhk units- 372 Total electrical load of 2bhk- 372 x 5= 1860kv Total electrical load of 2.5bhk- 248 x 6= 1488kv Total electrical load of 3bhk- 620 x 6= 3720kv Total electrical load= 1860 + 1488 + 3720= 7068kv
  • 4. ELECTRICAL SERVICES OIL TYPE TRANSFORMER OPEN TO SKY DRY TYPE TRANSFORMER CLOSED AREA DIESEL GENERATOR
  • 5. ELECTRICAL SERVICES No. of oil type transformers- 5 each capacity of 1250kv Flow chart of electrical working system in a high rise: Power supply HT room transformers main pc room diesel generator room Oil type transformer- open to sky- podium level
  • 6. ELECTRICAL SERVICES Dimensions of the required rooms: • Main electrical panel room- 10m x 4m • DG room- 20m x 18m • Transformer placement area- 150sqm • HT room near transformer- 80sqm
  • 8. WATER REQUIREMENT CALCULATION Per day requirement per person- 150-200 litres Considering 200 litres per person Occupancy in 3bhk- 7 Occupancy in 2.5bhk- 6 Occupancy in 2bhk - 5 TOWER 1 AND 5 No of 3 bhk- 4 No of 2.5 bhk- 2 No of 2bhk- 1
  • 9. WATER REQUIREMENT CALCULATION TOWER 1 AND 5 Per floor for 3bhk day requirement- 4 x 7 x 200- 5600 litres Per floor for 2.5bhk day requirement- 2 x 6 x 200- 2400 litres Per floor for 2bhk day requirement- 1 x 5 x 200- 1000 litres Total requirement per floor- 5600 + 2400 + 1000= 9000 litres Per tower= 9000 x 31= 2,79,000 litres Per cu ft ------ 26 litres ? ------ 2,79,000 litres Volume required- 10,730.76 cuft = 303.86cum each tower
  • 10. WATER REQUIREMENT CALCULATION TOWER 2 AND 4 Per floor for 3bhk day requirement- 2 x 7 x 200- 2800 litres Per floor for 2.5bhk day requirement- 2 x 6 x 200- 2400 litres Per floor for 2bhk day requirement- 4 x 5 x 200- 4000litres Total requirement per floor- 2800 + 2400 + 4000= 9200litres Per tower= 9200 x 31= 2,85,200 litres Per cu ft ------ 26 litres ? ------ 2,85,200 litres Volume required- 10,969.23 cuft = 310.61cum
  • 11. WATER REQUIREMENT CALCULATION TOWER 3 Per floor for 3bhk day requirement- 8 x 7 x 200- 11,200 litres Per floor for 2bhk day requirement- 2 x 5 x 200- 2000 litres Total requirement per floor- 11,200 + 2000= 13200litres Per tower= 13200x 31= 4,09,200 litres Per cu ft ------ 26 litres ? ------ 4,09,200 litres Volume required- 15,738.46 cuft = 445.66 cum
  • 12. WATER REQUIREMENT CALCULATION CAPACITY OF EACH TOWER: TOWER 1: 2,79,000 litres TOWER 2: 2,85,200 litres TOWER 3: 4,09,200 litres TOWER 4: 2,85,200 litres TOWER 5: 2,79,000 litres VOLUME FOR EACH TOWER: TOWER 1: 303.86 cum TOWER 2: 310.61 cum TOWER 3: 445.66 cum TOWER 4: 310.61 cum TOWER 5: 303.86 cum Total capacity: 15,37,600 litres Total volume- 1674.6 cum
  • 13. SEWAGE TREATMENT PLANT 75% VOLUME OF DAILY WATER REQUIREMENT IS CONSIDERED: 75% OF 1674.6 CUM =1255.95 CUM Therefore total volume required for stp plant = 1255.95 cum Area required for water treatment plant: 1674.6/ 3 =558.2 sqm Total area required for raw water sump- 558.2 sqm Area required for sewage treatment plant: 1255.96/3 = 418.65 sqm Total area required for sewage treatment sump= 418.65sqm
  • 14. MACHINE ROOM AREAS WATER TREATMENT PLANT- 500 SQM SEWAGE TREATMENT PLANT- 1500SQM Both the machine rooms require double height..
  • 17. HVAC AND CELLAR OPENINGS
  • 18. HVAC AND CELLAR OPENINGS ACCORDING TO GO 168- 2% OF TOTAL BASEMENT AREA MUST BE LEFT FOR NATURAL VENTILATION BY CREATING OPENINGS. Basement area: 30,361.32 sqm 2% of basement area= 607.22sqm Therefore 607.22 sqm must be left as basement openings from podium open to sky for natural ventilation. Means of mechanical ventilation should also be adopted in basement.
  • 19. MECHANICAL VENTILATION JET FANS EXHAUST FANS HVAC PANEL ROOM AREA IN BASEMENT- 15SQM
  • 21. ELEVATOR DIMENSIONS Passenger lift dimensions- 1.7m x 2.2m CAPACITY of passenger lift – 16 persons Fire lift dimensions- 2.2m x 2.2m Service lift dimensions- 1.4m x 1.7m PASSANGER LIFT SERVICE LIFT FIRE LIFT
  • 23. FIRE SERVICES Capacity for sump- 500cum Machine room area- 66sqm Machines required for 500cum- 1 diesel pump 2 electric pump- 1 for hydrant and 1 for sprinkler 2 jockey pump- 1 for hydrant and 1 for sprinkler Distance between each pump must be 1m- 1.9m
  • 25. FIRE SERVICES STAIRCASE WIDTH- 1.34M PROVIDED. FIRE LIFT- 2.4M X 2.4M FIRE SHAFT- 1.7M X 0.8M (SPRINKLER AND HYDRANT BASED PIPES) PRESSURIZATION SHAFT- 1M X 1.2M
  • 26. FIRE SERVICES FIRE SHAFT PRESSURIZATION FAN
  • 27. SHAFT DIMENSIONS- standards • LC shaft- 1.1m x 0.45m • Fire shaft- 1.7m x 0.8m • Electrical shaft- 3m x 2m contains metre room and shaft- 0.65m x 2m • Phe shaft- 1m x 0.6m • Garbage chute- 1.1m x 0.6m