SA COMUNALE 1399 OHLEN AVENUE COLUMBUS, OHIO

Transcription

1 SA COMUNALE 1399 OHLEN AVENUE COLUMBUS, OHIO Job Name : DREXEL DORMS CORRIDOR Drawing : 2 OF 2 Location : COSHOCTON ROAD Remote Area : 1 Contract : Data File : CORRIDOR A217.WXF

2 SA COMUNALE Page 1 DREXEL DORMS CORRIDOR Date 9/26/16 HYDRAULIC CALCULATIONS for Project name: DREXEL THRASH DORMS Location: COSHOCTON ROAD Drawing no: 2 OF 2 Date: 9/26/16 Design Remote area number: 1 Remote area location: CORRIDOR A217 Occupancy classification: LIGHT Density:.10 - Gpm/SqFt Area of application: SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: RELIABLE No. of sprinklers calculated: 5 In-rack demand: N/A - GPM Hose streams: 0 - GPM Total water required (including hose streams): Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: ONSITE PUMP TEST HEADED Source: SA COMUNALE PUMP TEST Name of contractor: SA COMUNALE Address: 1399 OHLEN AVENUE / / COLUMBUS, OHIO Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) HOSE ALLOWENCE NOT ADDED DUE TO SYSTEM BEING FED FROM POND

3 Fittings Used Summary SA COMUNALE Page 2 DREXEL DORMS CORRIDOR Date 9/26/16 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ B NFPA 13 Butterfly Valve E NFPA 13 90' Standard Elbow I 90' Grvd-Vic Elbow # S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA.

4 Pressure / Flow Summary - STANDARD SA COMUNALE Page 3 DREXEL DORMS CORRIDOR Date 9/26/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 6A na 7A na 8A na 9A na 10A na A na A na A na A na na na na na B na na na na na na B na B na B na B na B na A na A na A na A na A na TOR na BOR na PD na The maximum velocity is 11.8 and it occurs in the pipe between nodes B3 and B4

5 Final Calculations - Hazen-Williams SA COMUNALE Page 4 DREXEL DORMS CORRIDOR Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 6A T to Vel = K Factor = 0 7A to Vel = K Factor = 0 8A T to Vel = K Factor = 0 9A to Vel = K Factor = 0 10A T K Factor = 5.60 to Vel = K Factor = A T K Factor = 5.60 to Vel = K Factor = A T K Factor = 5.60 to Vel = K Factor = A T K Factor = 5.60 to Vel = K Factor = A T K Factor = 5.60 to Vel = K Factor = 5.40

6 Final Calculations - Hazen-Williams SA COMUNALE Page 5 DREXEL DORMS CORRIDOR Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to Vel = T to B Vel = K Factor = to Vel = T to B Vel = 4.36 B E to 12 T B Vel = K Factor = T to B Vel = K Factor = T to B Vel = K Factor = to Vel = to Vel = to Vel = E to 12 T B Vel = K Factor = E to 12 T B Vel = 4.36

7 Final Calculations - Hazen-Williams SA COMUNALE Page 6 DREXEL DORMS CORRIDOR Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B E to 12 T B Vel = B E to 12 T B Vel = B E to 12 T B Vel = 7.89 B E to B Vel = K Factor = 8.44 B T to 12 6E B Vel = 3.91 B to A Vel = 5.02 A to 12 A Vel = 5.02 A to 12 A Vel = 5.02 A T to A Vel = 5.02 A I to A Vel = 5.02 A I to TOR Vel = 3.25 TOR S to 12 B BOR Vel = 1.89 BOR E to 12 B PD S Vel = K Factor = 12

8 Flow Diagram SA COMUNALE Page 7 DREXEL DORMS CORRIDOR Date 9/26/16 0 6A A 7 0 8A A A A A A A B B1 B B B B B3 B4 B5 B6 B B5 B7 A1 A2 A3 A4 A5 TOR BOR PD

9 Water Supply Curve C SA COMUNALE Page 8 DREXEL DORMS CORRIDOR Date 9/26/16 City Water Supply: C1 - Static Pressure : 88 C2 - Residual Pressure: 79 C2 - Residual Flow : 502 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand ) : D3 - System Demand : Safety Margin : P 120 R 110 E 100 S 90 S 80 U 70 R 60 E C1 D2 D1 C FLOW ( N ^ 1.85 )

10 SA COMUNALE 1399 OHLEN AVENUE COLUMBUS, OHIO Job Name : DREXEL THRASH DORMS Drawing : 2 OF 2 Location : COSHOCTON ROAD Remote Area : 1 Contract : Data File : DORM A218.WXF

11 SA COMUNALE Page 1 DREXEL THRASH DORMS Date 9/26/16 HYDRAULIC CALCULATIONS for Project name: DREXEL THRASH DORMS Location: COSHOCTON ROAD Drawing no: 2 OF 2 Date: 9/26/16 Design Remote area number: 1 Remote area location: DORMS A218 & A221 Occupancy classification: Density:.10 - Gpm/SqFt Area of application: SqFt Coverage per sprinkler: SqFt Type of sprinklers calculated: RELIABLE No. of sprinklers calculated: 4 In-rack demand: N/A - GPM Hose streams: 0 - GPM Total water required (including hose streams): Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: ONSITE PUMP TEST HEADED Source: SA COMUNALE PUMP TEST Name of contractor: SA COMUNALE Address: 1399 OHLEN AVENUE / / COLUMBUS, OHIO Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) HOSE ALLOWENCE NOT ADDED DUE TO SYSTEM BEING FED FROM POND

12 Fittings Used Summary SA COMUNALE Page 2 DREXEL THRASH DORMS Date 9/26/16 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ B NFPA 13 Butterfly Valve E NFPA 13 90' Standard Elbow I 90' Grvd-Vic Elbow # S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA.

13 Pressure / Flow Summary - STANDARD SA COMUNALE Page 3 DREXEL THRASH DORMS Date 9/26/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 6A na A na A na A na A na 11A na 12A na 13A na 14A na na na na na B na na na na na na B na B na B na B na B na A na A na A na A na A na TOR na BOR na PD na The maximum velocity is 9.72 and it occurs in the pipe between nodes B3 and B4

14 Final Calculations - Hazen-Williams SA COMUNALE Page 4 DREXEL THRASH DORMS Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 6A T K Factor = 4.40 to Vel = K Factor = A K Factor = 3.00 to Vel = K Factor = A T K Factor = 4.40 to Vel = K Factor = A K Factor = 3.00 to Vel = K Factor = A T to Vel = K Factor = 0 11A T to Vel = K Factor = 0 12A T to Vel = K Factor = 0 13A T to Vel = K Factor = 0 14A T to Vel = K Factor = 0

15 Final Calculations - Hazen-Williams SA COMUNALE Page 5 DREXEL THRASH DORMS Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to Vel = T to B Vel = K Factor = to Vel = T to B Vel = 0.41 B E to 12 T B Vel = K Factor = T to B Vel = K Factor = T to B Vel = K Factor = to Vel = to Vel = to Vel = E to 12 T B Vel = K Factor = E to 12 T B Vel = 5.30

16 Final Calculations - Hazen-Williams SA COMUNALE Page 6 DREXEL THRASH DORMS Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B E to 12 T B Vel = 9.72 B E to 12 T B Vel = 9.72 B E to 12 T B Vel = 6.50 B E to B Vel = K Factor = 6.64 B T to 12 6E B Vel = 3.22 B to A Vel = 4.13 A to 12 A Vel = 4.13 A to 12 A Vel = 4.13 A T to A Vel = 4.13 A I to A Vel = 4.13 A I to TOR Vel = 2.68 TOR S to 12 B BOR Vel = 1.55 BOR E to 12 B PD S Vel = K Factor = 8.14

17 Flow Diagram SA COMUNALE Page 7 DREXEL THRASH DORMS Date 9/26/ A A A A A A A A A B B1 B B B B B3 B4 B5 B6 B B5 B7 A1 A2 A3 A4 A5 TOR BOR PD

18 Water Supply Curve C SA COMUNALE Page 8 DREXEL THRASH DORMS Date 9/26/16 City Water Supply: C1 - Static Pressure : 88 C2 - Residual Pressure: 79 C2 - Residual Flow : 502 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand ) : D3 - System Demand : Safety Margin : P 120 R 110 E 100 S 90 S 80 U 70 R 60 E C1 D2 D1 C FLOW ( N ^ 1.85 )

19 SA COMUNALE 1399 OHLEN AVENUE COLUMBUS, OHIO Job Name : DREXEL DORMS GAME ROOM Drawing : 1 OF 2 Location : COSHOCTON ROAD Remote Area : 3 Contract : Data File : GAME ROOM 135.WXF

20 SA COMUNALE Page 1 DREXEL DORMS GAME ROOM Date 9/26/16 HYDRAULIC CALCULATIONS for Project name: DREXEL THRASH DORMS Location: COSHOCTON ROAD Drawing no: 1 OF 2 Date: 9/26/16 Design Remote area number: 3 Remote area location: GAME ROOM B135 Occupancy classification: LIGHT Density:.10 - Gpm/SqFt Area of application: SqFt Coverage per sprinkler: SqFt Type of sprinklers calculated: RELIABLE EC 11.2 QR No. of sprinklers calculated: 5 In-rack demand: N/A - GPM Hose streams: 0 - GPM Total water required (including hose streams): Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: ONSITE PUMP TEST HEADED Source: SA COMUNALE PUMP TEST Name of contractor: SA COMUNALE Address: 1399 OHLEN AVENUE / / COLUMBUS, OHIO Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) HOSE ALLOWENCE NOT ADDED DUE TO SYSTEM BEING FED FROM POND

21 Fittings Used Summary SA COMUNALE Page 2 DREXEL DORMS GAME ROOM Date 9/26/16 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ B NFPA 13 Butterfly Valve E NFPA 13 90' Standard Elbow I 90' Grvd-Vic Elbow # S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA.

22 Pressure / Flow Summary - STANDARD SA COMUNALE Page 3 DREXEL DORMS GAME ROOM Date 9/26/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1A na A na A na A na A na na na na na na A na A na A na A na A na TOR na BOR na PD na The maximum velocity is and it occurs in the pipe between nodes 3 and A1

23 Final Calculations - Hazen-Williams SA COMUNALE Page 4 DREXEL DORMS GAME ROOM Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1A E K Factor = to 12 T Vel = K Factor = A E K Factor = to 12 T Vel = K Factor = A E K Factor = to 12 T Vel = K Factor = A E K Factor = to 12 T Vel = K Factor = A E K Factor = to 12 T Vel = K Factor = to Vel = to Vel = T to A Vel = K Factor = to Vel = T to A Vel = K Factor = A to 12 A Vel = 6.96

24 Final Calculations - Hazen-Williams SA COMUNALE Page 5 DREXEL DORMS GAME ROOM Date 9/26/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A to 12 A Vel = A T to A Vel = A I to A Vel = A I to TOR Vel = 8.05 TOR S to 12 B BOR Vel = 4.67 BOR E to 12 B PD S Vel = K Factor = 22.76

25 Flow Diagram SA COMUNALE Page 6 DREXEL DORMS GAME ROOM Date 9/26/ A A A A A A A A1 A2 A3 A4 A5 TOR BOR PD

26 Water Supply Curve C SA COMUNALE Page 7 DREXEL DORMS GAME ROOM Date 9/26/16 City Water Supply: C1 - Static Pressure : 88 C2 - Residual Pressure: 79 C2 - Residual Flow : 502 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand ) : D3 - System Demand : Safety Margin : P 120 R 110 E 100 S 90 S 80 U 70 R 60 E C1 D2 C D FLOW ( N ^ 1.85 )

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