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Cold and Hot Water Demand Calculation (Alfouzan)

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FTCO AL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO. Mechanical Department PROJECT NAME :GRAIN SOILS PROJECT NO : PREPARED BY : ENGR. SALLAM CHECKED BY : ENGR. AHSAN ALI LOONA TITLE : HOT WATER DEMAND CALCULATION From ASPE Data Book Table 4-6 page 4-15 Occupancy : Office Building All Buildings ROOM NAME: ROOM NO. All Buildings Fixture Demand UNIT NO. 2 No. OF EWH 1 TYPE L / H No.Of Fix. Total L/H Private Lavatory 7.6 15 114.00 public Lavatory 22.7 87 1974.90 shower 113.6 4 454.40 kitchen sink 75.7 21 1589.70 jointer sink 37.9 17 644.30 DISHWASHER 378.6 2 757.20 Possible Max.Demand = 5534.50 Demand factor = 0.30 Storage factor = 2.00 Pro. max. demand (LPH)=D. factor*po. max.Demand 1660.35 Possible Max.Demand (LPH)=
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Page 1: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONATITLE : HOT WATER DEMAND CALCULATION

From ASPE Data Book Table 4-6 page 4-15

Occupancy : Office Building

All Buildings ROOM NAME:

ROOM NO. All Buildings Fixture Demand UNIT NO. 2 No. OF EWH 1TYPE L / H No.Of Fix. Total L/H

Private Lavatory 7.6 15 114.00 public Lavatory 22.7 87 1974.90

shower 113.6 4 454.40 kitchen sink 75.7 21 1589.70 jointer sink 37.9 17 644.30

DISHWASHER 378.6 2 757.20 Possible Max.Demand = 5534.50 Demand factor = 0.30 Storage factor = 2.00 Pro. max. demand (LPH)=D. factor*po. max.Demand 1660.35 Possible Max.Demand (LPH)=

Page 2: Cold and Hot Water Demand Calculation (Alfouzan)

CTempreture Out Tout= 60

Tempreture in Tin = 20

Tempreture Diff. T rise= 40 40.00 C

m= Probable max.Demand in L/s 0.46 L/S

P= Density of water = 1 kg/L 1 1.00 Kg/L

n= Thermal efficiency = 95 0.95 Cp=specific heat of water = 4.18 4.18 kj/(kg.k)

pi(kw )= (m*cp*p*trise)/n 81.17 KW

storage tank capacity(Litters)=Prob.Max.Demand*storage factor 3320.70 Liters

Page 3: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : COLD WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. All Building

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 1 34 34

Western WC 1 69 69Bedit 1 25 25

Lavatory 1 114 114Shower 2 4 8

Kitchen sink 1.5 21 31.5Service sink 3 17 51Hose Bibb 1 20 20

Faucet 1 9 9SUB- TOTAL FU Total 361.5DEMAND GPM 115PIPE VELOCITY(FPS) 7.5PIPE FRICTION LOSS(psi/100) 4PIPE SIZE (in) 2.5

Legend :

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 4: Cold and Hot Water Demand Calculation (Alfouzan)

C W = Cold water

FU =fixture unit

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : COLD WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 1

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 1 0 0

Western WC 1 3 3Bedit 1 3 3

Lavatory 1 5 5Shower 2 0 0

Kitchen sink 1.5 0 0Service sink 3 0 0Hose Bibb 1 10 10

Faucet 2 0 0SUB- TOTAL FU Total 21

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 5: Cold and Hot Water Demand Calculation (Alfouzan)

DEMAND GPM 15

PIPE VELOCITY(FPS) 5.5PIPE FRICTION LOSS(psi/100) 6.5PIPE SIZE (in) 1

Legend : C W = Cold water

FU =fixture unit

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.

Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : COLD WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 2

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 1 11 11

Western WC 1 23 23

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 6: Cold and Hot Water Demand Calculation (Alfouzan)

Bedit 1 5 5

Lavatory 1 44 44Shower 2 4 8

Kitchen sink 1.5 11 16.5Service sink 3 1 3Hose Bibb 1 0 0

Faucet 2 9 18SUB- TOTAL FU Total 128.5DEMAND GPM 50PIPE VELOCITY(FPS) 8.2PIPE FRICTION LOSS(psi/100) 8PIPE SIZE (in) 1.5

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : COLD WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 3

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FU

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 7: Cold and Hot Water Demand Calculation (Alfouzan)

Estern WC 1 5 5

Western WC 1 11 11

Bedit 1 5 5Lavatory 1 17 17Shower 2 0 0

Kitchen sink 1.5 2 3Service sink 1.5 0 0Hose Bibb 1 10 10

Faucet 2 0 0SUB- TOTAL FU Total 51DEMAND GPM 40PIPE VELOCITY(FPS) 6.5PIPE FRICTION LOSS(psi/100) 5.5PIPE SIZE (in) 1.5

Legend : C W = Cold water

FU =fixture unit

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

Page 8: Cold and Hot Water Demand Calculation (Alfouzan)

TITLE : COLD WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 4

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 1 18 18

Western WC 1 21 21Bedit 1 1 1

Lavatory 1 36 36Shower 2 0 0

Kitchen sink 1.5 8 12Service sink 3 16 48Hose Bibb 1 0 0

Faucet 2 0 0SUB- TOTAL FU Total 136DEMAND GPM 60PIPE VELOCITY(FPS) 10PIPE FRICTION LOSS(psi/100) 12PIPE SIZE (in) 1.5

Legend : C W = Cold water

FU =fixture unit

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 9: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : GRAY WATER LOAD CALCULATION

From UPC Table A-2 & CHART( A-3, A-5) RISER NO. All Building ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 5 34 170

Western WC 2.5 69 172.5SUB- TOTAL FU Total 342.5DEMAND GPM 115PIPE VELOCITY(FPS) 7.5PIPE FRICTION LOSS(psi/100) 4PIPE SIZE (in) 2.5 (63mm)

Legend :G W =gray water

FU =fixture unit

(63mm)

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 10: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.

Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :

PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : GRAY WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 1

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 5 0 0

Western WC 2.5 3 7.5SUB- TOTAL FU Total 7.5DEMAND GPM 15PIPE VELOCITY(FPS) 5.7PIPE FRICTION LOSS(psi/100) 6.5PIPE SIZE (in) 1 (25mm)

Legend :G W =gray water

FU =fixture unit

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 11: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

(25mm)PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : GRAY WATER LOAD CALCULATION

From UPC Table A-2 & CHART( A-3, A-5) RISER NO. 2

ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 5 11 55

Western WC 2.5 23 57.5SUB- TOTAL FU Total 112.5DEMAND GPM 55PIPE VELOCITY(FPS) 9.5PIPE FRICTION LOSS(psi/100) 10PIPE SIZE (in) 1.5 (40mm)

Legend :G W =gray water

FU =fixture unit

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 12: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : GRAY WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 3

(40mm) ROOM NO. All Building

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 5 5 25

Western WC 2.5 11 27.5SUB- TOTAL FU Total 52.5DEMAND GPM 40PIPE VELOCITY(FPS) 7PIPE FRICTION LOSS(psi/100) 6PIPE SIZE (in) 1.5 (40mm)

Legend :G W =gray water

FU =fixture unit

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 13: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : GRAY WATER LOAD CALCULATIONFrom UPC Table A-2 & CHART( A-3, A-5) RISER NO. 4

ROOM NO. All Building(40mm)

FLUSH TANK FOR WWC & FLUSH VALVE FOR EWC SYSTEM TOTALFixture CW Fixture CW

type FU QTY FUEstern WC 5 18 90

Western WC 2.5 21 52.5

SUB- TOTAL FU Total 142.5

DEMAND GPM 60PIPE VELOCITY(FPS) 10PIPE FRICTION LOSS(psi/100) 12PIPE SIZE (in) 1.5 (40mm)

Legend :G W =gray water

FU =fixture unit

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 14: Cold and Hot Water Demand Calculation (Alfouzan)

(40mm)

Page 15: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : PLUMBING FIXTURE LOAD CALCULATION

From UPC Table A-2&7-3 & CHART A-5 RISER NO All Building ROOM All Building

NAME All BuildingFLUSH TANK FOR WWC & FLUSH VALVE FOR EWC ROOM NO TOTAL

Fixture CW D Fixturetype FU FU QTY

Estern WC 1 8 2Western WC 1 5.5 1

Bedit 1 1 0Lavatory 1 1 4Shower 2 2 3

Kitchen sink 1.5 2 1Service sink 1.5 2 1

washing machine 4 4 1D.F. 0.75 1 1

SUB- TOTAL FU TotalDEMAND GPM

PIPE VELOCITY(FPS)

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 16: Cold and Hot Water Demand Calculation (Alfouzan)

PIPE FRICTION LOSS(psi/100)

PIPE SIZE (mm)

Legend :

WS = water sup D = Drain

CW = Cold Water

Page 17: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO. AL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.

Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONATITLE : HOT WATER DEMAND CALCULATION

From ASPE Data Book Table 4-6 page 4-15

All Building Occupancy : Office Building

All Building First Basemant Floor All Building ROOM NAME: ClinicToilet Guard Toilet

TOTAL ROOM NO. B 03 B 56CW D Fixture Demand UNIT NO. EWH 1 EWH 2FU FU L / H No.Of Fix. Total L/H No.Of Fix.2 16 Private Lavatory 7.6 0 0 11 5.5 public Lavatory 22.7 1 22.7 00 0 shower 113.6 0 0 04 4 kitchen sink 75.7 0 0 06 6 jointer sink 37.9 1 37.9 0

1.5 21.5 2 Possible Max.Demand (LPH)= 60.6 L/H4 4 Demand facto= 0.3

0.75 1 Storage facto= 220.75 40.5 Pro. max. demand (LPH)=D. factor*po. max.Demand 18.18 L

35 472.5

Page 18: Cold and Hot Water Demand Calculation (Alfouzan)

0.6 C50 100 Tempretur Tout= 55

Tempreture Tin = 10

Tempreture T rise= 45 45

D = Drain m= Probable max.Demand in L/s 0.00505 L/S

P= Density of water =1 k 1 1 Kg/L

CW = Cold Water n= Thermal efficiency= 95 0.95Cp=specific heat of water 4.18 4.18pi(kw)=(m*cp*p*trise)/n 0.9999storage tank capacity(Gallons)=Prob.Max.Demand*storage factor

storage tank capacity(Litters)=Prob.Max.Demand*storage factor 36.36

Heaters selection based on A.O.Smith catalogue

Model No.

Available storage tank capacity (Gallons)

Recovery rate (GPH)

Elemant Power

Dimensions (Diameter.Height) mm

Page 19: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONATITLE : HOT WATER DEMAND CALCULATION

From ASPE Data Book Table 4-6 page 4-15

Occupancy : Office Building

First Floor All Buildings Guard Toilet Tr.Manager Toilet ROOM NAME:

B 56 106 ROOM NO.

EWH 2 EWH3 Fixture Demand UNIT NO. 2 No. OF EWH 1Total L/H No.Of Fix. Total L/H L / H No.Of Fix. Total L/H

7.6 1 7.6 Private Lavatory 7.6 13 98.80 0 0 0 public Lavatory 22.7 75 1702.50 0 0 0 shower 113.6 2 227.20 0 0 0 kitchen sink 75.7 21 1589.70 0 0 0 jointer sink 37.9 17 644.30

7.6 L/H 7.6 L/H Possible Max.Demand (LPH)= 4262.50 0.3 0.3 Demand factor = 0.30 2 2 Storage factor = 2.00

2.28 L 2.28 L Pro. max. demand (LPH)=D. factor*po. max.Demand 639.38

Page 20: Cold and Hot Water Demand Calculation (Alfouzan)

CTempreture Ou Tout= 65

Tempreture Tin = 20

C 45 C 45 C Tempreture T rise= 45 45.00

0.000633 L/S 0.000633 L/S m= Probable max.Demand in L/s 0.09 L/S

1 Kg/L 1 Kg/L P= Density of water =1 kg/L 1 1.00 Kg/L

0.95 0.95 n= Thermal efficiency= 95 0.95 kj/(kg.k) 4.18 kj/(kg.k) 4.18 kj/(kg.k) Cp=specific heat of water 4.18 4.18

KW 0.1254 KW 0.1254 KW pi(kw)=(m*cp*p*trise)/n 17.58 storage tank capacity(Gallons)=Prob.Max.Demand*storage factor

Liters 4.56 Liters 4.56 Liters storage tank capacity(Litters)=Prob.Max.Demand*storage factor 1278.75

Heaters selection based on A.O.Smith catalogue

Model No.

Available storage tank capacity (Gallons)

Recovery rate (GPH)

Elemant Power

Dimensions (Diameter.Height) mm

Page 21: Cold and Hot Water Demand Calculation (Alfouzan)

FTCOAL-FOUZAN TRADING AND GENERAL CONSTRUCTION CO.Mechanical Department

PROJECT NAME :GRAIN SOILSPROJECT NO :PREPARED BY : ENGR. SALLAMCHECKED BY : ENGR. AHSAN ALI LOONA

TITLE : PLUMBING FIXTURE LOAD CALCULATION (W.SUPPLY&DRIANGE)

From UPC Table A-2&7-3 & CHART A-5 BUILDING NO. 62 ROOM All Building

NAME All BuildingFLUSH TANK FOR WWC & FLUSH VALVE FOR EWC S ROOM NO. TOTAL

Fixture CW D Fixture CW Dtype FU FU QTY FU FU

Estern WC 1 8 4 4 32Western WC 1 5.5 8 8 44

WASHING MACH. 4 4 8 32 32Lavatory 1 1 16 16 16Shower 2 2 12 24 24

Kitchen sink 1.5 2 4 6 8D.F. 0.75 0.75 4 3 3

SUB- TOTAL FU Total 90 156DEMAND GPM 65 80PIPE VELOCITY(FPS) 7PIPE FRICTION LOSS(psi/100) 3.5PIPE SIZE (mm) 50 100

TYPE OF FIXTURE PUBLIC & PRIVATE

Page 22: Cold and Hot Water Demand Calculation (Alfouzan)

Legend :

C WS = water supply D = Drain

CW = Cold Water

kj/(kg.k)

KW

Liters


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