IFB 19-16 Oak & Laurel Fire Protection System Upgrades Addendum #1

Page 1 of 1

ADDENDUM #1 & ACKNOWLEDGEMENT

To: All Vendors Date: September 21, 2018

Changes to Specifications

# Item Description

1 New Oak & Laurel Drawings and Project Information

New Oak & Laurel Drawings and Project Information.

2 Modified Submission Due Date

Original Submission Due date was September 27th, 2018 (see page 2 of 14 of the IFB Document as reference). The updated Submission Due Date is now September 28th, at 2:00 p.m.

The information contained herein revises, supplements and/or supersedes the specific parts of the documents referred to and shall be attached to and become part of those documents as if originally forming a part thereof. Except herein as modified, all other provisions of the documents shall remain in full force and, unless otherwise described in this Addendum, shall comply with the requirements originally specified. All other conditions of this IFB will remain in effect.

Please direct any questions to bids@rowan.edu

ADDENDUM #1 & ACKNOWLEDGEMENT

(This acknowledgement is required with bid submission)

I acknowledge that I have received and reviewed Addendum #1.

Company Name (please print)

Name (please print)

Signature

Date

This acknowledgement is required with bid submission.

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Laurel Hall Drawing : FP-1 Location : 541 Summit Ln, Glassboro, NJ 08028 Remote : 1 Contract : n/a Data File : Rowan - Laurel - Basement OH.WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Laurel Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Laurel Hall Location: 541 Summit Ln, Glassboro, NJ 08028 Drawing no: FP-1 Date: 9-19-2018

Design

Remote area number: 1 Remote area location: Basement Occupancy classification: Ordinary Hazard I Density: 0.15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 max - SqFt Type of sprinklers calculated: Reliable F1FR LO QR UPR 155 Deg F R3622 No. of sprinklers calculated: 15 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 620.9 - GPM @ 21.1 - Psi Type of system: wet Volume of dry or preaction system: n/a - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #8, across from Laurel Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Laurel Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 46 C2 - Residual Pressure: 39 C2 - Residual Flow : 830

D1 - Elevation : 1.732 D2 - System Flow : 370.851 D2 - System Pressure : 21.054 Hose ( Demand ) : 250 D3 - System Demand : 620.851 Safety Margin : 20.855

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Laurel Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Laurel Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 46.0 39 830.0 41.909 620.85 21.054

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

BS27 -1.0 8 10.6 26.05 BS26 -1.0 8 8.18 22.88 BS25 -1.0 8 7.76 22.28 BS24 -1.0 8 7.26 21.56 BS23 -1.0 8 7.38 21.73 BS22 -1.0 8 7.0 21.17 BS21 -1.0 8 10.42 25.83 BS20 -1.0 8 10.91 26.42 BS19 -1.0 8 10.42 25.83 BS18 -1.0 8 10.9 26.42 BS16 -1.0 8 10.45 25.87 BS15 -1.0 8 10.9 26.41 BS14 -1.0 8 10.51 25.94 BS13 -1.0 8 10.47 25.88 MN17 -1.0 9.35 MN18 -1.0 8.44 BS12 -1.0 8 11.05 26.59 3TOR 27.0 1.71 2TOR 18.0 5.65 1TOR 9.0 9.69 0M1 -1.0 14.52 BM4 -1.0 11.46 BM3 -1.0 11.36 BM2 -1.0 11.3 BM1 -1.0 11.29 MN13 -1.0 11.27 MN14 -1.0 11.28 MN15 -1.0 11.44 MN16 -1.0 11.45 0LPM -1.0 12.16 3LPM 27.0 0.56 2LPM 18.0 4.42 1LPM 9.0 8.18 0TOR -1.0 14.37 BKFL -7.0 18.73 UG1 -5.0 20.55 UG2 -5.0 21.05 TEST -5.0 21.05 250.0

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*SPRINKLERS

BS27 26.05 1.38 T 6.0 21.542 10.604 K Factor = 8.00 to 120.0 0.0 6.000 -0.433 MN19 26.05 0.0558 0.0 27.542 1.537 Vel = 5.59

0.0 26.05 11.708 K Factor = 7.61

BS26 22.88 1.049 T 5.0 2.000 8.180 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN17 22.88 0.1669 0.0 7.000 1.168 Vel = 8.49

0.0 22.88 9.348 K Factor = 7.48

BS25 22.28 1.049 T 5.0 5.000 7.758 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN17 22.28 0.1590 0.0 10.000 1.590 Vel = 8.27

0.0 22.28 9.348 K Factor = 7.29

BS24 21.56 1.049 T 5.0 2.917 7.261 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN18 21.56 0.1496 0.0 7.917 1.184 Vel = 8.00

0.0 21.56 8.445 K Factor = 7.42

BS23 42.90 1.38 0.0 7.583 7.380 K Factor = 8.00 to 120.0 0.0 0.0 0.0 MN18 42.9 0.1404 0.0 7.583 1.065 Vel = 9.20

0.0 42.90 8.445 K Factor = 14.76

BS22 21.17 1.38 0.0 10.000 7.000 K Factor = 8.00 to 120.0 0.0 0.0 0.0 BS23 21.17 0.0380 0.0 10.000 0.380 Vel = 4.54

0.0 21.17 7.380 K Factor = 7.79

BS21 25.83 1.38 T 6.0 9.542 10.422 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN14 25.83 0.0549 0.0 15.542 0.853 Vel = 5.54

0.0 25.83 11.275 K Factor = 7.69

BS20 26.42 1.38 T 6.0 0.458 10.906 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN14 26.42 0.0571 0.0 6.458 0.369 Vel = 5.67

0.0 26.42 11.275 K Factor = 7.87

BS19 25.83 1.38 T 6.0 9.542 10.421 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN13 25.83 0.0549 0.0 15.542 0.854 Vel = 5.54

0.0 25.83 11.275 K Factor = 7.69

BS18 26.42 1.38 T 6.0 0.458 10.905 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN13 26.42 0.0573 0.0 6.458 0.370 Vel = 5.67

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 6 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 26.42 11.275 K Factor = 7.87

BS16 25.87 1.38 T 6.0 9.208 10.455 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM1 25.87 0.0550 0.0 15.208 0.837 Vel = 5.55

0.0 25.87 11.292 K Factor = 7.70

BS15 26.41 1.38 T 6.0 1.083 10.898 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM2 26.41 0.0573 0.0 7.083 0.406 Vel = 5.66

0.0 26.41 11.304 K Factor = 7.86

BS14 25.94 1.38 T 6.0 9.208 10.515 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM3 25.94 0.0554 0.0 15.208 0.842 Vel = 5.56

0.0 25.94 11.357 K Factor = 7.70

BS13 25.88 1.38 T 6.0 11.917 10.469 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM4 25.88 0.0551 0.0 17.917 0.988 Vel = 5.55

0.0 25.88 11.457 K Factor = 7.65

MN17 45.16 1.38 T 6.0 7.542 9.348 to 120.0 0.0 6.000 0.0 MN15 45.16 0.1545 0.0 13.542 2.092 Vel = 9.69

0.0 45.16 11.440 K Factor = 13.35

MN18 64.46 1.38 T 6.0 4.083 8.445 to 120.0 0.0 6.000 0.0 MN16 64.46 0.2982 0.0 10.083 3.007 Vel = 13.83

0.0 64.46 11.452 K Factor = 19.05

BS12 26.59 1.38 T 6.0 1.083 11.047 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM4 26.59 0.0579 0.0 7.083 0.410 Vel = 5.70

0.0 26.59 11.457 K Factor = 7.86

*MAIN LEVEL 3

3TOR -59.20 3.26 2T 40.319 180.791 1.713 to 120.0 8E 75.261 115.580 0.0 3LPM -59.2 -0.0039 0.0 296.371 -1.148 Vel = 2.28

0.0 -59.20 0.565 K Factor = -78.76

*MAIN LEVEL 2

2TOR -61.33 3.26 2T 40.319 180.791 5.649 to 120.0 8E 75.261 115.580 0.0 2LPM -61.33 -0.0041 0.0 296.371 -1.225 Vel = 2.36

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 -61.33 4.424 K Factor = -29.16

*MAIN LEVEL 1

1TOR -74.02 3.26 2T 40.319 180.666 9.692 to 120.0 4E 37.631 77.950 0.0 1LPM -74.02 -0.0059 0.0 258.616 -1.515 Vel = 2.85

0.0 -74.02 8.177 K Factor = -25.89

*MAIN LEVEL 0

0M1 -176.30 3.26 0.0 104.958 14.518 to 120.0 0.0 0.0 0.0 BM4 -176.3 -0.0292 0.0 104.958 -3.061 Vel = 6.78

BM4 52.47 3.26 0.0 6.625 11.457 to 120.0 0.0 0.0 0.0 BM3 -123.83 -0.0151 0.0 6.625 -0.100 Vel = 4.76

BM3 25.95 3.26 0.0 5.375 11.357 to 120.0 0.0 0.0 0.0 BM2 -97.88 -0.0099 0.0 5.375 -0.053 Vel = 3.76

BM2 26.41 3.26 0.0 2.083 11.304 to 120.0 0.0 0.0 0.0 BM1 -71.47 -0.0058 0.0 2.083 -0.012 Vel = 2.75

BM1 25.86 3.26 0.0 7.500 11.292 to 120.0 0.0 0.0 0.0 MN13 -45.61 -0.0023 0.0 7.500 -0.017 Vel = 1.75

MN13 52.25 3.26 0.0 13.000 11.275 to 120.0 0.0 0.0 0.0 MN14 6.64 0.0 0.0 13.000 0.0 Vel = 0.26

MN14 52.24 3.26 2E 18.815 23.958 11.275 to 120.0 0.0 18.815 0.0 MN15 58.88 0.0039 0.0 42.773 0.165 Vel = 2.26

MN15 45.16 3.26 0.0 1.167 11.440 to 120.0 0.0 0.0 0.0 MN16 104.04 0.0103 0.0 1.167 0.012 Vel = 4.00

MN16 64.46 3.26 T 20.159 6.167 11.452 to 120.0 0.0 20.159 0.0 0LPM 168.5 0.0268 0.0 26.326 0.706 Vel = 6.48

0LPM -194.55 3.26 T 20.159 0.583 12.158 to 120.0 0.0 20.159 -0.433 MN19 -26.05 -0.0008 0.0 20.742 -0.017 Vel = 1.00

0.0 -26.05 11.708 K Factor = -7.61

*PRIMARY RISER

3TOR 59.20 3.26 0.0 10.000 1.713 to 120.0 0.0 0.0 3.898 2TOR 59.2 0.0038 0.0 10.000 0.038 Vel = 2.28

2TOR 61.34 3.26 0.0 10.000 5.649 to 120.0 0.0 0.0 3.898 1TOR 120.54 0.0145 0.0 10.000 0.145 Vel = 4.63

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 8 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

1TOR 74.01 3.26 0.0 10.000 9.692 to 120.0 0.0 0.0 4.331 0TOR 194.55 0.0349 0.0 10.000 0.349 Vel = 7.48

0.0 194.55 14.372 K Factor = 51.32

*SECONDARY RISER

3LPM -59.20 3.26 0.0 10.000 0.565 to 120.0 0.0 0.0 3.898 2LPM -59.2 -0.0039 0.0 10.000 -0.039 Vel = 2.28

2LPM -61.34 3.26 0.0 10.000 4.424 to 120.0 0.0 0.0 3.898 1LPM -120.54 -0.0145 0.0 10.000 -0.145 Vel = 4.63

1LPM -74.01 3.26 0.0 10.000 8.177 to 120.0 0.0 0.0 4.331 0LPM -194.55 -0.0350 0.0 10.000 -0.350 Vel = 7.48

0.0 -194.55 12.158 K Factor = -55.80

*RISER

0TOR 194.55 6.357 E 17.603 14.583 14.372 to 120.0 2T 75.44 93.043 0.0 0M1 194.55 0.0014 0.0 107.626 0.146 Vel = 1.97

0M1 176.30 6.357 S 40.235 11.042 14.518 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 370.85 0.0045 Fsp 0.0 136.775 0.611 Vel = 3.75

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 18.728 to 120.0 0.0 0.0 1.792 * * Fixed Loss = 2.658 UG1 370.85 0.0043 0.0 7.875 0.034 Vel = 3.75

UG1 0.0 6.16 G 4.304 58.000 20.554 to 140.0 T 43.037 67.425 0.0 UG2 370.85 0.0039 E 20.084 125.425 0.491 Vel = 3.99

UG2 0.0 12.34 0.0 65.000 21.045 to 140.0 0.0 0.0 0.0 TEST 370.85 0.0001 0.0 65.000 0.009 Vel = 0.99

250.00 Qa = 250.00 620.85 21.054 K Factor = 135.31

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Laurel Hall Drawing : FP-4 Location : 541 Summit Ln, Glassboro, NJ 08028 Remote : 2 Contract : n/a Data File : Rowan - Laurel - Level 3.WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Laurel Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Laurel Hall Location: 541 Summit Ln, Glassboro, NJ 08028 Drawing no: FP-4 Date: 9-19-2018

Design

Remote area number: 2 Remote area location: Level 3 Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 225 max - SqFt Type of sprinklers calculated: Reliable F1FR QR PEN&HZSW 155 Deg F RA1414 No. of sprinklers calculated: 17 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 570.1 - GPM @ 35.3 - Psi Type of system: wet Volume of dry or preaction system: n/a - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #8, across from Laurel Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) &RA1435

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Laurel Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 46 C2 - Residual Pressure: 39 C2 - Residual Flow : 830

D1 - Elevation : 13.426 D2 - System Flow : 320.096 D2 - System Pressure : 35.306 Hose ( Demand ) : 250 D3 - System Demand : 570.096 Safety Margin : 7.200

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Laurel Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Laurel Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 46.0 39 830.0 42.506 570.1 35.306

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

3S24 26.0 5.6 11.52 19.0 3S23 26.0 5.6 11.52 19.01 3S22 26.0 5.6 11.63 19.1 3S21 26.0 5.6 11.19 18.73 3S20 26.0 5.6 10.6 18.23 3S19 26.0 5.6 11.89 19.31 3S1 26.0 5.6 10.33 18.0 3S2 26.0 5.6 11.16 18.71 3S3 26.0 5.6 11.71 19.16 3S4 26.0 5.6 11.21 18.75 3S5 26.0 5.6 10.03 17.74 3S6 26.0 5.6 11.03 18.6 3S7 26.0 5.6 11.46 18.96 3S8 26.0 5.6 11.77 19.21 3S9 26.0 5.6 11.64 19.11 3S10 26.0 5.6 11.96 19.37 3S11 26.0 5.6 11.65 19.12 3S12 0.0 23.99 3S13 0.0 21.59 3S14 0.0 21.59 3A23 27.0 12.03 3A20 27.0 11.13 3A21 27.0 11.44 3A1 27.0 11.12 3A2 27.0 11.42 3A4 27.0 11.47 3A6 27.0 10.94 3A5 27.0 10.95 3A7 27.0 11.38 3A8 27.0 11.7 3A9 27.0 11.57 3A10 27.0 11.89 3A11 27.0 12.3 3A12 27.0 12.3 3TOR 27.0 15.49 3A24 27.0 12.54 3M8 27.0 12.46 3M7 27.0 12.33 3A19 27.0 12.32 3A22 27.0 12.3 3A3 27.0 12.29 3M1 27.0 12.29

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Laurel Hall Date 9-19-2018

NODE ANALYSIS (cont.)

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

3M2 27.0 12.32 3M3 27.0 12.61 3M4 27.0 12.82 2TOR 18.0 19.6 1TOR 9.0 23.85 0M1 -1.0 28.94 3LPM 27.0 14.8 2LPM 18.0 18.97 1LPM 9.0 23.03 0TOR -1.0 28.72 BKFL -7.0 33.01 UG1 -5.0 34.93 UG2 -5.0 35.3 TEST -5.0 35.31 250.0

Flow Summary - NFPA 2007

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AMC FIRE PROTECTION Page 6 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*SPRINKLERS

3S24 19.00 1.049 2E 4.0 3.333 11.516 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A24 19.0 0.1183 0.0 12.333 1.459 Vel = 7.05

0.0 19.00 12.542 K Factor = 5.37

3S23 19.01 1.049 E 2.0 1.000 11.518 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A23 19.01 0.1184 0.0 8.000 0.947 Vel = 7.06

0.0 19.01 12.032 K Factor = 5.48

3S22 19.10 1.049 E 2.0 2.208 11.634 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A22 19.1 0.1196 0.0 9.208 1.101 Vel = 7.09

0.0 19.10 12.302 K Factor = 5.45

3S21 18.73 1.049 T 5.0 1.000 11.186 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A21 18.73 0.1152 0.0 6.000 0.691 Vel = 6.95

0.0 18.73 11.444 K Factor = 5.54

3S20 18.23 1.049 E 2.0 1.833 10.596 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A20 18.23 0.1097 0.0 8.833 0.969 Vel = 6.77

0.0 18.23 11.132 K Factor = 5.46

3S19 19.31 1.049 R 1.0 1.000 11.895 K Factor = 5.60 to 120.0 T 5.0 6.000 -0.433 3A19 19.31 0.1220 0.0 7.000 0.854 Vel = 7.17

0.0 19.31 12.316 K Factor = 5.50

3S1 18.00 1.049 2E 4.0 2.417 10.332 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A1 18.0 0.1070 0.0 11.417 1.222 Vel = 6.68

0.0 18.00 11.121 K Factor = 5.40

3S2 18.71 1.049 T 5.0 1.000 11.160 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A2 18.71 0.1150 0.0 6.000 0.690 Vel = 6.95

0.0 18.71 11.417 K Factor = 5.54

3S3 19.16 1.049 E 2.0 1.500 11.705 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A3 19.16 0.1202 0.0 8.500 1.022 Vel = 7.11

0.0 19.16 12.294 K Factor = 5.46

3S4 18.75 1.049 T 5.0 1.000 11.213 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A4 18.75 0.1155 0.0 6.000 0.693 Vel = 6.96

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 18.75 11.473 K Factor = 5.54

3S5 17.74 1.049 2E 4.0 4.000 10.030 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A5 17.74 0.1042 0.0 13.000 1.355 Vel = 6.59

0.0 17.74 10.952 K Factor = 5.36

3S6 18.60 1.049 E 2.0 1.000 11.031 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A6 18.6 0.1137 0.0 3.000 0.341 Vel = 6.90

0.0 18.60 10.939 K Factor = 5.62

3S7 18.96 1.049 E 2.0 1.000 11.461 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A7 18.96 0.1177 0.0 3.000 0.353 Vel = 7.04

0.0 18.96 11.381 K Factor = 5.62

3S8 19.21 1.049 E 2.0 1.000 11.773 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A8 19.21 0.1210 0.0 3.000 0.363 Vel = 7.13

0.0 19.21 11.703 K Factor = 5.62

3S9 19.11 1.049 E 2.0 1.000 11.642 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A9 19.11 0.1193 0.0 3.000 0.358 Vel = 7.09

0.0 19.11 11.567 K Factor = 5.62

3S10 19.37 1.049 E 2.0 1.000 11.959 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A10 19.37 0.1227 0.0 3.000 0.368 Vel = 7.19

0.0 19.37 11.894 K Factor = 5.62

3S11 19.12 1.049 E 2.0 2.000 11.652 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A11 19.12 0.1197 0.0 9.000 1.077 Vel = 7.10

0.0 19.12 12.296 K Factor = 5.45

3S12 0.0 1.049 E 2.0 1.000 23.989 to 120.0 0.0 2.000 -11.694 3A12 0.0 0.0003 0.0 3.000 0.001 Vel = 0

0.0 0.0 12.296 K Factor = 0

3S13 0.0 1.049 2E 4.0 4.125 21.592 to 120.0 T 5.0 9.000 0.0 3B1 0.0 0.0 0.0 13.125 0.0 Vel = 0

0.0 0.0 21.592 K Factor = 0

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 8 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

3S14 0.0 1.049 2E 4.0 5.875 21.592 to 120.0 T 5.0 9.000 0.0 3B1 0.0 0.0 0.0 14.875 0.0 Vel = 0

0.0 0.0 21.592 K Factor = 0

*BRANCH LINES

3A23 19.01 1.38 T 6.0 7.625 12.032 to 120.0 0.0 6.000 0.0 3M8 19.01 0.0311 0.0 13.625 0.424 Vel = 4.08

0.0 19.01 12.456 K Factor = 5.39

3A20 18.23 1.38 0.0 10.833 11.132 to 120.0 0.0 0.0 0.0 3A21 18.23 0.0288 0.0 10.833 0.312 Vel = 3.91

3A21 18.73 1.38 T 6.0 2.333 11.444 to 120.0 0.0 6.000 0.0 3M7 36.96 0.1066 0.0 8.333 0.888 Vel = 7.93

0.0 36.96 12.332 K Factor = 10.52

3A1 18.00 1.38 0.0 10.500 11.121 to 120.0 0.0 0.0 0.0 3A2 18.0 0.0282 0.0 10.500 0.296 Vel = 3.86

3A2 18.71 1.38 T 6.0 2.333 11.417 to 120.0 0.0 6.000 0.0 3M1 36.71 0.1052 0.0 8.333 0.877 Vel = 7.87

0.0 36.71 12.294 K Factor = 10.47

3A4 18.75 1.049 T 5.0 2.333 11.473 to 120.0 0.0 5.000 0.0 3M2 18.75 0.1155 0.0 7.333 0.847 Vel = 6.96

0.0 18.75 12.320 K Factor = 5.34

3A6 18.60 1.38 0.0 0.417 10.939 to 120.0 0.0 0.0 0.0 3A5 18.6 0.0312 0.0 0.417 0.013 Vel = 3.99

3A5 17.73 1.38 T 6.0 7.250 10.952 to 120.0 0.0 6.000 0.0 3M2 36.33 0.1032 0.0 13.250 1.368 Vel = 7.79

0.0 36.33 12.320 K Factor = 10.35

3A7 18.96 1.049 T 5.0 5.458 11.381 to 120.0 0.0 5.000 0.0 3M3 18.96 0.1179 0.0 10.458 1.233 Vel = 7.04

0.0 18.96 12.614 K Factor = 5.34

3A8 19.21 1.049 T 5.0 2.542 11.703 to 120.0 0.0 5.000 0.0 3M3 19.21 0.1208 0.0 7.542 0.911 Vel = 7.13

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 9 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 19.21 12.614 K Factor = 5.41

3A9 19.11 1.049 T 5.0 5.458 11.567 to 120.0 0.0 5.000 0.0 3M4 19.11 0.1196 0.0 10.458 1.251 Vel = 7.09

0.0 19.11 12.818 K Factor = 5.34

3A10 19.37 1.049 T 5.0 2.542 11.894 to 120.0 0.0 5.000 0.0 3M4 19.37 0.1225 0.0 7.542 0.924 Vel = 7.19

0.0 19.37 12.818 K Factor = 5.41

3A11 0.0 1.049 T 5.0 5.458 12.296 to 120.0 0.0 5.000 11.694 3M5 0.0 -0.0001 0.0 10.458 -0.001 Vel = 0

0.0 0.0 23.989 K Factor = 0

3A12 0.0 1.049 T 5.0 2.542 12.296 to 120.0 0.0 5.000 11.694 3M5 0.0 -0.0001 0.0 7.542 -0.001 Vel = 0

0.0 0.0 23.989 K Factor = 0

*MAIN LEVEL 3

3TOR -149.92 3.26 2E 18.815 77.291 15.490 to 120.0 2T 40.319 59.134 0.0 3A24 -149.92 -0.0216 0.0 136.425 -2.948 Vel = 5.76

3A24 19.01 3.26 0.0 5.125 12.542 to 120.0 0.0 0.0 0.0 3M8 -130.91 -0.0168 0.0 5.125 -0.086 Vel = 5.03

3M8 19.00 3.26 0.0 9.875 12.456 to 120.0 0.0 0.0 0.0 3M7 -111.91 -0.0126 0.0 9.875 -0.124 Vel = 4.30

3M7 36.96 3.26 0.0 2.750 12.332 to 120.0 0.0 0.0 0.0 3A19 -74.95 -0.0058 0.0 2.750 -0.016 Vel = 2.88

3A19 19.31 3.26 0.0 4.042 12.316 to 120.0 0.0 0.0 0.0 3A22 -55.64 -0.0035 0.0 4.042 -0.014 Vel = 2.14

3A22 19.10 3.26 0.0 3.833 12.302 to 120.0 0.0 0.0 0.0 3A11 -36.54 -0.0016 0.0 3.833 -0.006 Vel = 1.40

3A11 19.12 3.26 0.0 4.042 12.296 to 120.0 0.0 0.0 0.0 3A3 -17.42 -0.0005 0.0 4.042 -0.002 Vel = 0.67

3A3 19.16 3.26 0.0 0.333 12.294 to 120.0 0.0 0.0 0.0 3M1 1.74 0.0 0.0 0.333 0.0 Vel = 0.07

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 10 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

3M1 36.71 3.26 0.0 15.000 12.294 to 120.0 0.0 0.0 0.0 3M2 38.45 0.0017 0.0 15.000 0.026 Vel = 1.48

3M2 55.08 3.26 2E 18.815 13.750 12.320 to 120.0 0.0 18.815 0.0 3M3 93.53 0.0090 0.0 32.565 0.294 Vel = 3.60

3M3 38.18 3.26 0.0 12.000 12.614 to 120.0 0.0 0.0 0.0 3M4 131.71 0.0170 0.0 12.000 0.204 Vel = 5.06

3M4 38.47 3.26 2E 18.815 53.750 12.818 to 120.0 0.0 18.815 0.0 3LPM 170.18 0.0273 0.0 72.565 1.982 Vel = 6.54

0.0 170.18 14.800 K Factor = 44.24

*MAIN LEVEL 2

2TOR -42.90 3.26 2T 40.319 180.791 19.604 to 120.0 8E 75.261 115.580 0.0 2LPM -42.9 -0.0021 0.0 296.371 -0.632 Vel = 1.65

0.0 -42.90 18.972 K Factor = -9.85

*MAIN LEVEL 1

1TOR -53.04 3.26 2T 40.319 180.666 23.846 to 120.0 4E 37.631 77.950 0.0 1LPM -53.04 -0.0032 0.0 258.616 -0.817 Vel = 2.04

0.0 -53.04 23.029 K Factor = -11.05

*MAIN LEVEL 0

0M1 -74.24 3.26 2T 40.319 180.666 28.942 to 120.0 4E 37.631 77.950 -0.433 0LPM -74.24 -0.0059 0.0 258.616 -1.523 Vel = 2.85

0.0 -74.24 26.986 K Factor = -14.29

*PRIMARY RISER

3TOR 149.92 3.26 0.0 10.000 15.490 to 120.0 0.0 0.0 3.898 2TOR 149.92 0.0216 0.0 10.000 0.216 Vel = 5.76

2TOR 42.90 3.26 0.0 10.000 19.604 to 120.0 0.0 0.0 3.898 1TOR 192.82 0.0344 0.0 10.000 0.344 Vel = 7.41

1TOR 53.04 3.26 0.0 10.000 23.846 to 120.0 0.0 0.0 4.331 0TOR 245.86 0.0540 0.0 10.000 0.540 Vel = 9.45

0.0 245.86 28.717 K Factor = 45.88

*SECONDARY RISER

3LPM 170.18 3.26 0.0 10.000 14.800 to 120.0 0.0 0.0 3.898 2LPM 170.18 0.0274 0.0 10.000 0.274 Vel = 6.54

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 11 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

2LPM -42.90 3.26 0.0 10.000 18.972 to 120.0 0.0 0.0 3.898 1LPM 127.28 0.0159 0.0 10.000 0.159 Vel = 4.89

1LPM -53.04 3.26 0.0 10.000 23.029 to 120.0 0.0 0.0 3.898 0LPM 74.24 0.0059 0.0 10.000 0.059 Vel = 2.85

0.0 74.24 26.986 K Factor = 14.29

*RISER

0TOR 245.86 6.357 E 17.603 14.583 28.717 to 120.0 2T 75.44 93.043 0.0 0M1 245.86 0.0021 0.0 107.626 0.225 Vel = 2.49

0M1 74.24 6.357 S 40.235 11.042 28.942 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 320.1 0.0034 Fsp 0.0 136.775 0.464 Vel = 3.24

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 33.005 to 120.0 0.0 0.0 1.894 * * Fixed Loss = 2.76 UG1 320.1 0.0034 0.0 7.875 0.027 Vel = 3.24

UG1 0.0 6.16 G 4.304 58.000 34.926 to 140.0 T 43.037 67.425 0.0 UG2 320.1 0.0030 E 20.084 125.425 0.374 Vel = 3.45

UG2 0.0 12.34 0.0 65.000 35.300 to 140.0 0.0 0.0 0.0 TEST 320.1 0.0001 0.0 65.000 0.006 Vel = 0.86

250.00 Qa = 250.00 570.10 35.306 K Factor = 95.95

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Laurel Hall Drawing : FP-5 Location : 541 Summit Ln, Glassboro, NJ 08028 Remote : 3 Contract : n/a Data File : Rowan - Laurel- Level 4 (Attic).WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Laurel Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Laurel Hall Location: 541 Summit Ln, Glassboro, NJ 08028 Drawing no: FP-5 Date: 9-19-2018

Design

Remote area number: 3 Remote area location: Attic Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 7 Sprinklers - SqFt Coverage per sprinkler: 8 liner ft - SqFt Type of sprinklers calculated: Reliable F1FR QR UPR 200 Deg F RA1425 No. of sprinklers calculated: 7 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 355.4 - GPM @ 39.1 - Psi Type of system: dry Volume of dry or preaction system: 252.3 - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #8, across from Laurel Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Laurel Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 46 C2 - Residual Pressure: 39 C2 - Residual Flow : 830

D1 - Elevation : 14.942 D2 - System Flow : 105.413 D2 - System Pressure : 39.100 Hose ( Demand ) : 250 D3 - System Demand : 355.413 Safety Margin : 5.442

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Laurel Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Laurel Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 46.0 39 830.0 44.542 355.41 39.1

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

4S1 29.5 5.6 7.0 14.82 4S2 29.5 5.6 7.02 14.83 4S3 29.5 5.6 7.1 14.92 4S4 29.5 5.6 7.19 15.02 4S5 29.5 5.6 7.17 15.0 4S6 29.5 5.6 7.27 15.1 4S7 29.5 5.6 7.89 15.73 4B2 29.5 15.95 4B1 29.5 7.26 4TOR 29.5 16.83 DYVL 17.5 23.24 2M9 18.0 23.41 1TOR 9.0 27.68 0M1 -1.0 32.12 3TOR 27.0 19.82 2TOR 18.0 23.72 3LPM 27.0 19.83 2LPM 18.0 23.73 1LPM 9.0 27.64 0TOR -1.0 32.08 BKFL -7.0 35.77 UG1 -5.0 39.05 UG2 -5.0 39.1 TEST -5.0 39.1 250.0

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*DRY SPRINKLERS

4S1 14.82 2.635 E 5.879 7.000 7.000 K Factor = 5.60 to 100.0 0.0 5.879 0.0 4S2 14.82 0.0012 0.0 12.879 0.015 Vel = 0.87

4S2 14.83 2.635 T 11.758 7.000 7.015 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S3 29.65 0.0043 0.0 18.757 0.080 Vel = 1.74

4S3 14.91 2.635 T 11.758 6.417 7.095 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4B1 44.56 0.0091 0.0 18.174 0.165 Vel = 2.62

0.0 44.56 7.260 K Factor = 16.54

4S4 30.01 2.635 T 11.758 3.583 7.193 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4B1 30.01 0.0044 0.0 15.340 0.067 Vel = 1.77

0.0 30.01 7.260 K Factor = 11.14

4S5 15.00 2.635 T 11.758 7.000 7.170 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S4 15.0 0.0012 0.0 18.757 0.023 Vel = 0.88

0.0 15.00 7.193 K Factor = 5.59

4S6 89.68 2.635 T 11.758 7.000 7.273 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S7 89.68 0.0330 0.0 18.757 0.619 Vel = 5.28

4S7 15.73 2.635 2E 11.758 157.667 7.892 K Factor = 5.60 to 100.0 T 11.758 23.514 0.0 4B2 105.41 0.0445 0.0 181.181 8.061 Vel = 6.20

0.0 105.41 15.953 K Factor = 26.39

*MAIN

4B2 105.41 2.635 E 5.879 2.000 15.953 to 100.0 T 11.758 17.636 0.0 4TOR 105.41 0.0445 0.0 19.636 0.874 Vel = 6.20

0.0 105.41 16.827 K Factor = 25.70

*BRANCH

4B1 74.58 2.635 0.0 0.583 7.260 to 100.0 0.0 0.0 0.0 4S6 74.58 0.0223 0.0 0.583 0.013 Vel = 4.39

0.0 74.58 7.273 K Factor = 27.65

*DRY RISER

4TOR 105.41 3.26 5E 33.571 26.959 16.827 to 100.0 Dvc 16.306 49.877 5.197 DYVL 105.41 0.0158 0.0 76.836 1.213 Vel = 4.05

0.0

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 6 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

105.41 23.237 K Factor = 21.87

*MAIN LEVEL 3

DYVL 105.41 3.26 2E 18.815 2.042 23.237 to 120.0 B 13.44 32.255 -0.217 2M9 105.41 0.0113 0.0 34.297 0.386 Vel = 4.05

2M9 -31.07 3.26 E 9.408 23.749 23.406 to 120.0 T 20.159 29.567 0.0 2TOR 74.34 0.0059 0.0 53.316 0.315 Vel = 2.86

0.0 74.34 23.721 K Factor = 15.26

*MAIN LEVEL 2

2M9 31.07 3.26 2T 40.319 157.791 23.406 to 120.0 8E 75.261 115.580 0.0 2LPM 31.07 0.0012 0.0 273.371 0.322 Vel = 1.19

0.0 31.07 23.728 K Factor = 6.38

*MAIN LEVEL 1

1TOR -10.48 3.26 2T 40.319 180.666 27.678 to 120.0 4E 37.631 77.950 0.0 1LPM -10.48 -0.0002 0.0 258.616 -0.041 Vel = 0.40

0.0 -10.48 27.637 K Factor = -1.99

*MAIN LEVEL 0

0M1 -20.59 3.26 2T 40.319 180.666 32.116 to 120.0 4E 37.631 77.950 -0.433 0LPM -20.59 -0.0005 0.0 258.616 -0.142 Vel = 0.79

0.0 -20.59 31.541 K Factor = -3.67

*PRIMARY RISER

3TOR 0.0 3.26 0.0 10.000 19.823 to 120.0 0.0 0.0 3.898 2TOR 0.0 0.0 0.0 10.000 0.0 Vel = 0

2TOR 74.34 3.26 0.0 10.000 23.721 to 120.0 0.0 0.0 3.898 1TOR 74.34 0.0059 0.0 10.000 0.059 Vel = 2.86

1TOR 10.49 3.26 0.0 10.000 27.678 to 120.0 0.0 0.0 4.331 0TOR 84.83 0.0075 0.0 10.000 0.075 Vel = 3.26

0.0 84.83 32.084 K Factor = 14.98

*SECONDARY RISER

3LPM 0.0 3.26 0.0 10.000 19.830 to 120.0 0.0 0.0 3.898 2LPM 0.0 0.0 0.0 10.000 0.0 Vel = 0

2LPM 31.07 3.26 0.0 10.000 23.728 to 120.0 0.0 0.0 3.898 1LPM 31.07 0.0011 0.0 10.000 0.011 Vel = 1.19

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Laurel Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

1LPM -10.48 3.26 0.0 10.000 27.637 to 120.0 0.0 0.0 3.898 0LPM 20.59 0.0006 0.0 10.000 0.006 Vel = 0.79

0.0 20.59 31.541 K Factor = 3.67

*RISER

0TOR 84.83 6.357 E 17.603 14.583 32.084 to 120.0 2T 75.44 93.043 0.0 0M1 84.83 0.0003 0.0 107.626 0.032 Vel = 0.86

0M1 20.58 6.357 S 40.235 11.042 32.116 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 105.41 0.0004 Fsp 0.0 136.775 0.059 Vel = 1.07

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 35.774 to 120.0 0.0 0.0 3.274 * * Fixed Loss = 4.14 UG1 105.41 0.0004 0.0 7.875 0.003 Vel = 1.07

UG1 0.0 6.16 G 4.304 58.000 39.051 to 140.0 T 43.037 67.425 0.0 UG2 105.41 0.0004 E 20.084 125.425 0.048 Vel = 1.13

UG2 0.0 12.34 0.0 65.000 39.099 to 140.0 0.0 0.0 0.0 TEST 105.41 0.0 0.0 65.000 0.001 Vel = 0.28

250.00 Qa = 250.00 355.41 39.100 K Factor = 56.84

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

BASEMENT TO BE USED FOR DEPARTMENT STORAGE NO OTHERPROGRAM IS TO BE PUT IN THIS LOCATION

1 32 4 5 6 7 8 9 10 11 12 13 14 1615 170

A

B2

C

D

E

F

B1

F9

F6

F6

F9

F9

F9

STORAGE001

Room002

Room003

VESTIBULEV001

STORAGE004

STORAGE005

RoomS3

Room006

Room007Room

008

CIRCH001

Room009

RedundantRoom

CIRCH002

RoomS2

1 32 4 5 6 7 8 90

BASEMENT TO BE USED FOR DEPARTMENT STORAGE NO OTHER

F9

F9

STORAGE001

Room002

Room003

VESTIBULEV001

STORAGE004

RoomS3

RedundantRoom

CIRCH002

9 10 11 12 13 14 1615 17

F9

F6

F6

F9

STORAGE005

Room006

Room007Room

008

CIRCH001

Room009

RedundantRoom

CIRCH002

RoomS2

A

B2

C

D

E

F

B1

A

B2

C

D

E

F

B1

1 32 4 5 6 7 8 90

9 10 11 12 13 14 1615 17

DN

2

2

22

2

2

2

2

2

2

2

2

2

22

2

2

W W

WOMEN'S ADABathroom

111

SPCL. ASSTREGISTRAR

110

RECEPTION DESK107

UNIVERSITYREGISTRAR

109

MDF ROOM112

RES DESKSUPPORT

107A

CORRIDORH101

VESTIBULEV104

OPEN OFFICE112

ASSOCIATEREGISTRAR

108

ASSISTANTREGISTRAR &

RECORDS107B

STAIRS4

OPEN WS 117108A

OPEN WS 118110A

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

F6

F6

F6

F6

F6

F6

F6

F6 F6

F6

F6F6F6F6F6F6

F6

F6

F6

CEILING MOUNTED 3FORM, BACKLIT .

COMPRABLE LED

F6 F6

F6F6

F6

F6F6

F8

F9

F9

F9

DN

22

2

2

2

2

2

2

2

22

2

2

4

2

W W

W

2

RECEPTION DESK107

STUDENT LOBBY100

ASST. REGISTRARGRAD AND DEGREE

AUD104

MEN'S ADABATHROOM

103

VESTIBULEV100

CORRIDORH102

CONFERENCEROOM

101

VESTIBULEV101

SENIOR ASST.REGISTRAR

105

ASSISTANTREGISTRAR &

RECORDS107B

106

JAN. CLOSET103A

OPENWORKSTATION

102

OPENWORKSTATION

106A

OPENWORKSTATION

104A

STAIRS1

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

F6

F6

F6

F6

F6

F6 F6 F6

F6

F6

F6 F6

F6

F6

A.F.F.

3A

3A

3B

3A

3A

3B F7

F6

F6 F6

F6 F6

F8

F9

F9

F9

A

B2

C

D

E

F

B1

EXISTING TO BE REPLACED WITHCOMPRABLE LED FIXTURES

EXISTING TO BE REPLACED WITHCOMPRABLE LED FIXTURES

A

B2

C

D

E

F

B1

1 32 4 5 6 7 8 90

9 10 11 12 13 14 1615 17

NO SCOPE IN LOCATIONW W

NO CEILING WORK ON LEVEL 2

F6

F8

F8

VACANT ROOM213

?

??

VACANT ROOM211

VACANT EXISTINGRESTROOM

225

VACANT ROOM214

VACANT EXISTINGRESTROOM

220

VACANT ROOM208

CIRCH201

VACANT ROOM210

STAIR218

VACANT ROOM209

RESTROOM CLOSET217

W

W

F8

F7

F6

F8

F8

VACANT ROOM216

VACANT ROOM204

VACANT ROOM203

VACANT EXISTINGRESTROOM

224VACANT ROOM

206

VACANT EXISTINGRESTROOM

202

VACANT ROOM205

VACANT ROOM206

CIRCH202

VACANT ROOM201

VACANT ROOM207

CIRCH202

A

B2

C

D

E

F

B1

A

B2

C

D

E

F

B1

W

W W

NO CEILING WORK ON LEVEL 3

VACANT EXISTINGLOUNGE

301

VACANT ROOM314

VACANT ROOM309

VACANT ROOM308

EXISTINGRESTROOM

310

VACANT EXISTINGRESTROOM

312

VACANT ROOM313

VACANT ROOM318

RESTROOM CLST100B

W

W W

VACANT EXISTINGLOUNGE

300

VACANT ROOM302

VACANT ROOM307

VACANT ROOM306

VACANT ROOM309

VACANT ROOM308

VACANT EXISTINGRESTROOM

304

VACANT EXISTINGRESTROOM

303

JAN. CLST319

VACANT ROOM315

1 32 4 5 6 7 8 90

A

B2

C

D

E

F

B1

9 10 11 12 13 14 1615 17

A

B2

C

D

E

F

B1

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Oak Hall Drawing : FP-1 Location : 201 Mulica Hill Rd, Glassboro, NJ 08028 Remote : 1 Contract : n/a Data File : Rowan - Oak - Basement OH.WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Oak Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Oak Hall Location: 201 Mulica Hill Rd, Glassboro, NJ 08028 Drawing no: FP-1 Date: 9-19-2018

Design

Remote area number: 1 Remote area location: Basement Occupancy classification: Ordinary Hazard I Density: 0.15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 max - SqFt Type of sprinklers calculated: Reliable F1FR LO QR UPR 155 Deg F R3622 No. of sprinklers calculated: 15 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 620.9 - GPM @ 21.1 - Psi Type of system: wet Volume of dry or preaction system: n/a - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #9, across from Oak Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Oak Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 48 C2 - Residual Pressure: 36 C2 - Residual Flow : 1150

D1 - Elevation : 1.732 D2 - System Flow : 370.851 D2 - System Pressure : 21.107 Hose ( Demand ) : 250 D3 - System Demand : 620.851 Safety Margin : 23.056

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Oak Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Oak Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 48.0 36 1150.0 44.164 620.85 21.107

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

BS27 -1.0 8 10.6 26.05 BS26 -1.0 8 8.18 22.88 BS25 -1.0 8 7.76 22.28 BS24 -1.0 8 7.26 21.56 BS23 -1.0 8 7.38 21.73 BS22 -1.0 8 7.0 21.17 BS21 -1.0 8 10.42 25.83 BS20 -1.0 8 10.91 26.42 BS19 -1.0 8 10.42 25.83 BS18 -1.0 8 10.9 26.42 BS16 -1.0 8 10.45 25.87 BS15 -1.0 8 10.9 26.41 BS14 -1.0 8 10.51 25.94 BS13 -1.0 8 10.47 25.88 MN17 -1.0 9.35 MN18 -1.0 8.44 BS12 -1.0 8 11.05 26.59 3TOR 27.0 1.71 2TOR 18.0 5.65 1TOR 9.0 9.69 0M1 -1.0 14.52 BM4 -1.0 11.46 BM3 -1.0 11.36 BM2 -1.0 11.3 BM1 -1.0 11.29 MN13 -1.0 11.27 MN14 -1.0 11.28 MN15 -1.0 11.44 MN16 -1.0 11.45 0LPM -1.0 12.16 3LPM 27.0 0.56 2LPM 18.0 4.42 1LPM 9.0 8.18 0TOR -1.0 14.37 BKFL -7.0 18.73 UG1 -5.0 20.55 UG2 -5.0 21.1 TEST -5.0 21.11 250.0

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*SPRINKLERS

BS27 26.05 1.38 T 6.0 21.542 10.604 K Factor = 8.00 to 120.0 0.0 6.000 -0.433 MN19 26.05 0.0558 0.0 27.542 1.537 Vel = 5.59

0.0 26.05 11.708 K Factor = 7.61

BS26 22.88 1.049 T 5.0 2.000 8.180 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN17 22.88 0.1669 0.0 7.000 1.168 Vel = 8.49

0.0 22.88 9.348 K Factor = 7.48

BS25 22.28 1.049 T 5.0 5.000 7.758 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN17 22.28 0.1590 0.0 10.000 1.590 Vel = 8.27

0.0 22.28 9.348 K Factor = 7.29

BS24 21.56 1.049 T 5.0 2.917 7.261 K Factor = 8.00 to 120.0 0.0 5.000 0.0 MN18 21.56 0.1496 0.0 7.917 1.184 Vel = 8.00

0.0 21.56 8.445 K Factor = 7.42

BS23 42.90 1.38 0.0 7.583 7.380 K Factor = 8.00 to 120.0 0.0 0.0 0.0 MN18 42.9 0.1404 0.0 7.583 1.065 Vel = 9.20

0.0 42.90 8.445 K Factor = 14.76

BS22 21.17 1.38 0.0 10.000 7.000 K Factor = 8.00 to 120.0 0.0 0.0 0.0 BS23 21.17 0.0380 0.0 10.000 0.380 Vel = 4.54

0.0 21.17 7.380 K Factor = 7.79

BS21 25.83 1.38 T 6.0 9.542 10.422 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN14 25.83 0.0549 0.0 15.542 0.853 Vel = 5.54

0.0 25.83 11.275 K Factor = 7.69

BS20 26.42 1.38 T 6.0 0.458 10.906 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN14 26.42 0.0571 0.0 6.458 0.369 Vel = 5.67

0.0 26.42 11.275 K Factor = 7.87

BS19 25.83 1.38 T 6.0 9.542 10.421 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN13 25.83 0.0549 0.0 15.542 0.854 Vel = 5.54

0.0 25.83 11.275 K Factor = 7.69

BS18 26.42 1.38 T 6.0 0.458 10.905 K Factor = 8.00 to 120.0 0.0 6.000 0.0 MN13 26.42 0.0573 0.0 6.458 0.370 Vel = 5.67

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 6 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 26.42 11.275 K Factor = 7.87

BS16 25.87 1.38 T 6.0 9.208 10.455 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM1 25.87 0.0550 0.0 15.208 0.837 Vel = 5.55

0.0 25.87 11.292 K Factor = 7.70

BS15 26.41 1.38 T 6.0 1.083 10.898 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM2 26.41 0.0573 0.0 7.083 0.406 Vel = 5.66

0.0 26.41 11.304 K Factor = 7.86

BS14 25.94 1.38 T 6.0 9.208 10.515 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM3 25.94 0.0554 0.0 15.208 0.842 Vel = 5.56

0.0 25.94 11.357 K Factor = 7.70

BS13 25.88 1.38 T 6.0 11.917 10.469 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM4 25.88 0.0551 0.0 17.917 0.988 Vel = 5.55

0.0 25.88 11.457 K Factor = 7.65

MN17 45.16 1.38 T 6.0 7.542 9.348 to 120.0 0.0 6.000 0.0 MN15 45.16 0.1545 0.0 13.542 2.092 Vel = 9.69

0.0 45.16 11.440 K Factor = 13.35

MN18 64.46 1.38 T 6.0 4.083 8.445 to 120.0 0.0 6.000 0.0 MN16 64.46 0.2982 0.0 10.083 3.007 Vel = 13.83

0.0 64.46 11.452 K Factor = 19.05

BS12 26.59 1.38 T 6.0 1.083 11.047 K Factor = 8.00 to 120.0 0.0 6.000 0.0 BM4 26.59 0.0579 0.0 7.083 0.410 Vel = 5.70

0.0 26.59 11.457 K Factor = 7.86

*MAIN LEVEL 3

3TOR -59.20 3.26 2T 40.319 180.791 1.713 to 120.0 8E 75.261 115.580 0.0 3LPM -59.2 -0.0039 0.0 296.371 -1.148 Vel = 2.28

0.0 -59.20 0.565 K Factor = -78.76

*MAIN LEVEL 2

2TOR -61.33 3.26 2T 40.319 180.791 5.649 to 120.0 8E 75.261 115.580 0.0 2LPM -61.33 -0.0041 0.0 296.371 -1.225 Vel = 2.36

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 -61.33 4.424 K Factor = -29.16

*MAIN LEVEL 1

1TOR -74.02 3.26 2T 40.319 180.666 9.692 to 120.0 4E 37.631 77.950 0.0 1LPM -74.02 -0.0059 0.0 258.616 -1.515 Vel = 2.85

0.0 -74.02 8.177 K Factor = -25.89

*MAIN LEVEL 0

0M1 -176.30 3.26 0.0 104.958 14.518 to 120.0 0.0 0.0 0.0 BM4 -176.3 -0.0292 0.0 104.958 -3.061 Vel = 6.78

BM4 52.47 3.26 0.0 6.625 11.457 to 120.0 0.0 0.0 0.0 BM3 -123.83 -0.0151 0.0 6.625 -0.100 Vel = 4.76

BM3 25.95 3.26 0.0 5.375 11.357 to 120.0 0.0 0.0 0.0 BM2 -97.88 -0.0099 0.0 5.375 -0.053 Vel = 3.76

BM2 26.41 3.26 0.0 2.083 11.304 to 120.0 0.0 0.0 0.0 BM1 -71.47 -0.0058 0.0 2.083 -0.012 Vel = 2.75

BM1 25.86 3.26 0.0 7.500 11.292 to 120.0 0.0 0.0 0.0 MN13 -45.61 -0.0023 0.0 7.500 -0.017 Vel = 1.75

MN13 52.25 3.26 0.0 13.000 11.275 to 120.0 0.0 0.0 0.0 MN14 6.64 0.0 0.0 13.000 0.0 Vel = 0.26

MN14 52.24 3.26 2E 18.815 23.958 11.275 to 120.0 0.0 18.815 0.0 MN15 58.88 0.0039 0.0 42.773 0.165 Vel = 2.26

MN15 45.16 3.26 0.0 1.167 11.440 to 120.0 0.0 0.0 0.0 MN16 104.04 0.0103 0.0 1.167 0.012 Vel = 4.00

MN16 64.46 3.26 T 20.159 6.167 11.452 to 120.0 0.0 20.159 0.0 0LPM 168.5 0.0268 0.0 26.326 0.706 Vel = 6.48

0LPM -194.55 3.26 T 20.159 0.583 12.158 to 120.0 0.0 20.159 -0.433 MN19 -26.05 -0.0008 0.0 20.742 -0.017 Vel = 1.00

0.0 -26.05 11.708 K Factor = -7.61

*PRIMARY RISER

3TOR 59.20 3.26 0.0 10.000 1.713 to 120.0 0.0 0.0 3.898 2TOR 59.2 0.0038 0.0 10.000 0.038 Vel = 2.28

2TOR 61.34 3.26 0.0 10.000 5.649 to 120.0 0.0 0.0 3.898 1TOR 120.54 0.0145 0.0 10.000 0.145 Vel = 4.63

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 8 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

1TOR 74.01 3.26 0.0 10.000 9.692 to 120.0 0.0 0.0 4.331 0TOR 194.55 0.0349 0.0 10.000 0.349 Vel = 7.48

0.0 194.55 14.372 K Factor = 51.32

*SECONDARY RISER

3LPM -59.20 3.26 0.0 10.000 0.565 to 120.0 0.0 0.0 3.898 2LPM -59.2 -0.0039 0.0 10.000 -0.039 Vel = 2.28

2LPM -61.34 3.26 0.0 10.000 4.424 to 120.0 0.0 0.0 3.898 1LPM -120.54 -0.0145 0.0 10.000 -0.145 Vel = 4.63

1LPM -74.01 3.26 0.0 10.000 8.177 to 120.0 0.0 0.0 4.331 0LPM -194.55 -0.0350 0.0 10.000 -0.350 Vel = 7.48

0.0 -194.55 12.158 K Factor = -55.80

*RISER

0TOR 194.55 6.357 E 17.603 14.583 14.372 to 120.0 2T 75.44 93.043 0.0 0M1 194.55 0.0014 0.0 107.626 0.146 Vel = 1.97

0M1 176.30 6.357 S 40.235 11.042 14.518 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 370.85 0.0045 Fsp 0.0 136.775 0.611 Vel = 3.75

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 18.728 to 120.0 0.0 0.0 1.792 * * Fixed Loss = 2.658 UG1 370.85 0.0043 0.0 7.875 0.034 Vel = 3.75

UG1 0.0 6.16 G 4.304 71.000 20.554 to 140.0 T 43.037 67.425 0.0 UG2 370.85 0.0039 E 20.084 138.425 0.542 Vel = 3.99

UG2 0.0 12.34 0.0 82.625 21.096 to 140.0 0.0 0.0 0.0 TEST 370.85 0.0001 0.0 82.625 0.011 Vel = 0.99

250.00 Qa = 250.00 620.85 21.107 K Factor = 135.14

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Oak Hall Drawing : FP-5 Location : 201 Mulica Hill Rd, Glassboro, NJ 08028 Remote : 3 Contract : n/a Data File : Rowan - Oak - Level 4 (Attic).WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Oak Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Oak Hall Location: 201 Mulica Hill Rd, Glassboro, NJ 08028 Drawing no: FP-5 Date: 9-19-2018

Design

Remote area number: 3 Remote area location: Attic Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 7 Sprinklers - SqFt Coverage per sprinkler: 8 liner ft - SqFt Type of sprinklers calculated: Reliable F1FR QR UPR 200 Deg F RA1425 No. of sprinklers calculated: 7 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 355.4 - GPM @ 41.8 - Psi Type of system: dry Volume of dry or preaction system: 267.2 - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #9, across from Oak Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Oak Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 48 C2 - Residual Pressure: 36 C2 - Residual Flow : 1150

D1 - Elevation : 14.942 D2 - System Flow : 105.413 D2 - System Pressure : 41.745 Hose ( Demand ) : 250 D3 - System Demand : 355.413 Safety Margin : 4.888

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Oak Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Oak Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 48.0 36 1150.0 46.633 355.41 41.745

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

4S1 29.5 5.6 7.0 14.82 4S2 29.5 5.6 7.02 14.83 4S3 29.5 5.6 7.1 14.92 4S4 29.5 5.6 7.19 15.02 4S5 29.5 5.6 7.17 15.0 4S6 29.5 5.6 7.27 15.1 4S7 29.5 5.6 7.89 15.73 4B2 29.5 16.44 4B1 29.5 7.26 4TOR 29.5 17.32 DYVL 17.5 25.37 2M9 18.0 26.05 3TOR 27.0 22.46 1TOR 9.0 30.32 0M1 -1.0 34.76 2TOR 18.0 26.36 3LPM 27.0 22.47 2LPM 18.0 26.36 1LPM 9.0 30.27 0TOR -1.0 34.72 BKFL -7.0 38.41 UG1 -5.0 41.69 UG2 -5.0 41.74 TEST -5.0 41.74 250.0

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*DRY SPRINKLERS

4S1 14.82 2.635 E 5.879 7.000 7.000 K Factor = 5.60 to 100.0 0.0 5.879 0.0 4S2 14.82 0.0012 0.0 12.879 0.015 Vel = 0.87

4S2 14.83 2.635 T 11.758 7.000 7.015 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S3 29.65 0.0043 0.0 18.757 0.080 Vel = 1.74

4S3 14.91 2.635 T 11.758 6.417 7.095 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4B1 44.56 0.0091 0.0 18.174 0.165 Vel = 2.62

0.0 44.56 7.260 K Factor = 16.54

4S4 30.01 2.635 T 11.758 3.583 7.193 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4B1 30.01 0.0044 0.0 15.340 0.067 Vel = 1.77

0.0 30.01 7.260 K Factor = 11.14

4S5 15.00 2.635 T 11.758 7.000 7.170 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S4 15.0 0.0012 0.0 18.757 0.023 Vel = 0.88

0.0 15.00 7.193 K Factor = 5.59

4S6 89.68 2.635 T 11.758 7.000 7.273 K Factor = 5.60 to 100.0 0.0 11.757 0.0 4S7 89.68 0.0330 0.0 18.757 0.619 Vel = 5.28

4S7 15.73 2.635 2E 11.758 168.667 7.892 K Factor = 5.60 to 100.0 T 11.758 23.514 0.0 4B2 105.41 0.0445 0.0 192.181 8.551 Vel = 6.20

0.0 105.41 16.443 K Factor = 26.00

*MAIN

4B2 105.41 2.635 E 5.879 2.000 16.443 to 100.0 T 11.758 17.636 0.0 4TOR 105.41 0.0445 0.0 19.636 0.873 Vel = 6.20

0.0 105.41 17.316 K Factor = 25.33

*BRANCH

4B1 74.58 2.635 0.0 0.583 7.260 to 100.0 0.0 0.0 0.0 4S6 74.58 0.0223 0.0 0.583 0.013 Vel = 4.39

0.0 74.58 7.273 K Factor = 27.65

*DRY RISER

4TOR 105.41 2.635 5E 29.394 26.959 17.316 to 100.0 Dvc 7.838 37.233 5.197 DYVL 105.41 0.0445 0.0 64.192 2.857 Vel = 6.20

0.0

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 6 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

105.41 25.370 K Factor = 20.93

*MAIN LEVEL 3

DYVL 105.41 2.635 2E 16.474 2.042 25.370 to 120.0 B 9.61 26.084 -0.217 2M9 105.41 0.0317 0.0 28.126 0.893 Vel = 6.20

2M9 -30.89 3.26 E 9.408 23.749 26.046 to 120.0 T 20.159 29.567 0.0 2TOR 74.52 0.0059 0.0 53.316 0.316 Vel = 2.86

0.0 74.52 26.362 K Factor = 14.51

*MAIN LEVEL 3

3TOR 1.00 3.26 2T 40.319 180.791 22.465 to 120.0 8E 75.261 115.580 0.0 3LPM 1.0 0.0 0.0 296.371 0.0 Vel = 0.04

0.0 1.00 22.465 K Factor = 0.21

*MAIN LEVEL 2

2M9 30.89 3.26 2T 40.319 156.791 26.046 to 120.0 8E 75.261 115.580 0.0 2LPM 30.89 0.0012 0.0 272.371 0.317 Vel = 1.19

0.0 30.89 26.363 K Factor = 6.02

*MAIN LEVEL 1

1TOR -11.04 3.26 2T 40.319 180.666 30.318 to 120.0 4E 37.631 77.950 0.0 1LPM -11.04 -0.0002 0.0 258.616 -0.045 Vel = 0.42

0.0 -11.04 30.273 K Factor = -2.01

*MAIN LEVEL 0

0M1 -20.85 3.26 2T 40.319 180.666 34.755 to 120.0 4E 37.631 77.950 -0.433 0LPM -20.85 -0.0006 0.0 258.616 -0.145 Vel = 0.80

0.0 -20.85 34.177 K Factor = -3.57

*PRIMARY RISER

3TOR -1.00 3.26 0.0 10.000 22.465 to 120.0 0.0 0.0 3.898 2TOR -1.0 -0.0001 0.0 10.000 -0.001 Vel = 0.04

2TOR 74.52 3.26 0.0 10.000 26.362 to 120.0 0.0 0.0 3.898 1TOR 73.52 0.0058 0.0 10.000 0.058 Vel = 2.83

1TOR 11.04 3.26 0.0 10.000 30.318 to 120.0 0.0 0.0 4.331 0TOR 84.56 0.0075 0.0 10.000 0.075 Vel = 3.25

0.0 84.56 34.724 K Factor = 14.35

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*SECONDARY RISER

3LPM 1.00 3.26 0.0 10.000 22.465 to 120.0 0.0 0.0 3.898 2LPM 1.0 0.0 0.0 10.000 0.0 Vel = 0.04

2LPM 30.90 3.26 0.0 10.000 26.363 to 120.0 0.0 0.0 3.898 1LPM 31.9 0.0012 0.0 10.000 0.012 Vel = 1.23

1LPM -11.05 3.26 0.0 10.000 30.273 to 120.0 0.0 0.0 3.898 0LPM 20.85 0.0006 0.0 10.000 0.006 Vel = 0.80

0.0 20.85 34.177 K Factor = 3.57

*RISER

0TOR 84.56 6.357 E 17.603 14.583 34.724 to 120.0 2T 75.44 93.043 0.0 0M1 84.56 0.0003 0.0 107.626 0.031 Vel = 0.85

0M1 20.85 6.357 S 40.235 11.042 34.755 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 105.41 0.0004 Fsp 0.0 136.775 0.060 Vel = 1.07

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 38.414 to 120.0 0.0 0.0 3.274 * * Fixed Loss = 4.14 UG1 105.41 0.0004 0.0 7.875 0.003 Vel = 1.07

UG1 0.0 6.16 G 4.304 71.000 41.691 to 140.0 T 43.037 67.425 0.0 UG2 105.41 0.0004 E 20.084 138.425 0.053 Vel = 1.13

UG2 0.0 12.34 0.0 82.625 41.744 to 140.0 0.0 0.0 0.0 TEST 105.41 0.0 0.0 82.625 0.001 Vel = 0.28

250.00 Qa = 250.00 355.41 41.745 K Factor = 55.01

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION 1803 UNDERWOOD BLVD DELRAN, NJ 08075 (856) 608-7878

Job Name : Rowan Oak Hall Drawing : FP-4 Location : 201 Mulica Hill Rd, Glassboro, NJ 08028 Remote : 2 Contract : n/a Data File : Rowan - Oak - Level 3.WXF

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 1 Rowan Oak Hall Date 9-19-2018

HYDRAULIC CALCULATIONS for

Project name: Rowan Oak Hall Location: 201 Mulica Hill Rd, Glassboro, NJ 08028 Drawing no: FP-4 Date: 9-19-2018

Design

Remote area number: 2 Remote area location: Level 3 Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 225 max - SqFt Type of sprinklers calculated: Reliable F1FR QR PEN&HZSW 155 Deg F RA1414 No. of sprinklers calculated: 16 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 558.6 - GPM @ 35.7 - Psi Type of system: wet Volume of dry or preaction system: n/a - Gal

Water supply information

Date: 7-6-2018 Location: Hydrant #9, across from Oak Hall Source: Pennoni Associates Inc.

Name of contractor: AMC FIRE PROTECTION Address: 1803 UNDERWOOD BLVD / / DELRAN, NJ 08075 Phone number: (856) 608-7878 Name of designer: Tyler Mayer Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) &RA1435

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 2 Rowan Oak Hall Date 9-19-2018

10

20

30

40

E 50

R 60

U 70

S 80

S 90

E 100

R 110

P 120

130

140

150

200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )

City Water Supply: Demand:

C1

C2

C1 - Static Pressure : 48 C2 - Residual Pressure: 36 C2 - Residual Flow : 1150

D1 - Elevation : 13.426 D2 - System Flow : 308.575 D2 - System Pressure : 35.647 Hose ( Demand ) : 250 D3 - System Demand : 558.575 Safety Margin : 9.198

D1

D2

D3

Water Supply Curve C

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 3 Rowan Oak Hall Date 9-19-2018 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24

B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow

Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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.

Fittings Used Summary

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 4 Rowan Oak Hall Date 9-19-2018

SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure

TEST 48.0 36 1150.0 44.845 558.58 35.647

NODE ANALYSIS

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

3S24 26.0 5.6 12.07 19.45 3S23 26.0 5.6 12.08 19.46 3S22 26.0 5.6 12.31 19.65 3S21 26.0 5.6 11.77 19.21 3S20 26.0 5.6 11.15 18.7 3S19 26.0 5.6 12.52 19.81 3S1 26.0 5.6 10.89 18.48 3S2 26.0 5.6 11.76 19.2 3S3 26.0 5.6 12.33 19.66 3S4 26.0 5.6 11.8 19.24 3S5 26.0 5.6 10.56 18.2 3S6 26.0 5.6 11.61 19.08 3S7 26.0 5.6 12.01 19.41 3S8 26.0 5.6 12.34 19.67 3S9 26.0 5.6 12.18 19.54 3S10 26.0 5.6 12.51 19.8 3S11 0.0 21.82 3S12 0.0 21.82 3S13 0.0 21.82 3S14 0.0 21.82 3A23 27.0 12.64 3A20 27.0 11.73 3A21 27.0 12.06 3A1 27.0 11.74 3A2 27.0 12.05 3A4 27.0 12.1 3A6 27.0 11.54 3A5 27.0 11.55 3A7 27.0 11.95 3A8 27.0 12.28 3A9 27.0 12.12 3A10 27.0 12.46 3A11 27.0 10.13 3A12 27.0 10.13 3TOR 27.0 15.92 3A24 27.0 13.16 3M8 27.0 13.08 3A22 27.0 13.03 3M7 27.0 12.99 3A19 27.0 12.98 3A3 27.0 12.97 3M1 27.0 12.97

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 5 Rowan Oak Hall Date 9-19-2018

NODE ANALYSIS (cont.)

Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes

3M2 27.0 12.99 3M3 27.0 13.24 3M4 27.0 13.42 2TOR 18.0 20.02 1TOR 9.0 24.23 0M1 -1.0 29.28 3LPM 27.0 15.27 2LPM 18.0 19.42 1LPM 9.0 23.47 0TOR -1.0 29.07 BKFL -7.0 33.31 UG1 -5.0 35.25 UG2 -5.0 35.64 TEST -5.0 35.65 250.0

Flow Summary - NFPA 2007

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 6 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

*SPRINKLERS

3S24 19.45 1.049 2E 4.0 3.333 12.068 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A24 19.45 0.1237 0.0 12.333 1.525 Vel = 7.22

0.0 19.45 13.160 K Factor = 5.36

3S23 19.46 1.049 E 2.0 1.000 12.080 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A23 19.46 0.1238 0.0 8.000 0.990 Vel = 7.22

0.0 19.46 12.637 K Factor = 5.47

3S22 19.65 1.049 E 2.0 2.208 12.306 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A22 19.65 0.1260 0.0 9.208 1.160 Vel = 7.29

0.0 19.65 13.033 K Factor = 5.44

3S21 19.21 1.049 T 5.0 1.000 11.766 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A21 19.21 0.1208 0.0 6.000 0.725 Vel = 7.13

0.0 19.21 12.058 K Factor = 5.53

3S20 18.70 1.049 E 2.0 1.833 11.149 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A20 18.7 0.1149 0.0 8.833 1.015 Vel = 6.94

0.0 18.70 11.731 K Factor = 5.46

3S19 19.81 1.049 R 1.0 1.000 12.519 K Factor = 5.60 to 120.0 T 5.0 6.000 -0.433 3A19 19.81 0.1280 0.0 7.000 0.896 Vel = 7.35

0.0 19.81 12.982 K Factor = 5.50

3S1 18.48 1.049 2E 4.0 2.417 10.889 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A1 18.48 0.1124 0.0 11.417 1.283 Vel = 6.86

0.0 18.48 11.739 K Factor = 5.39

3S2 19.20 1.049 T 5.0 1.000 11.758 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A2 19.2 0.1207 0.0 6.000 0.724 Vel = 7.13

0.0 19.20 12.049 K Factor = 5.53

3S3 19.66 1.049 E 2.0 1.500 12.331 K Factor = 5.60 to 120.0 T 5.0 7.000 -0.433 3A3 19.66 0.1261 0.0 8.500 1.072 Vel = 7.30

0.0 19.66 12.970 K Factor = 5.46

3S4 19.24 1.049 T 5.0 1.000 11.804 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 3A4 19.24 0.1210 0.0 6.000 0.726 Vel = 7.14

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 7 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 19.24 12.097 K Factor = 5.53

3S5 18.20 1.049 2E 4.0 4.000 10.562 K Factor = 5.60 to 120.0 T 5.0 9.000 -0.433 3A5 18.2 0.1093 0.0 13.000 1.421 Vel = 6.76

0.0 18.20 11.550 K Factor = 5.36

3S6 19.08 1.049 E 2.0 1.000 11.612 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A6 19.08 0.1193 0.0 3.000 0.358 Vel = 7.08

0.0 19.08 11.537 K Factor = 5.62

3S7 19.41 1.049 E 2.0 1.000 12.012 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A7 19.41 0.1230 0.0 3.000 0.369 Vel = 7.21

0.0 19.41 11.948 K Factor = 5.62

3S8 19.67 1.049 E 2.0 1.000 12.338 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A8 19.67 0.1260 0.0 3.000 0.378 Vel = 7.30

0.0 19.67 12.283 K Factor = 5.61

3S9 19.54 1.049 E 2.0 1.000 12.175 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A9 19.54 0.1247 0.0 3.000 0.374 Vel = 7.25

0.0 19.54 12.116 K Factor = 5.61

3S10 19.80 1.049 E 2.0 1.000 12.506 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 3A10 19.8 0.1277 0.0 3.000 0.383 Vel = 7.35

0.0 19.80 12.456 K Factor = 5.61

3S11 0.0 1.049 E 2.0 1.000 21.823 to 120.0 0.0 2.000 -11.694 3A11 0.0 0.0 0.0 3.000 0.0 Vel = 0

0.0 0.0 10.129 K Factor = 0

3S12 0.0 1.049 E 2.0 1.000 21.823 to 120.0 0.0 2.000 -11.694 3A12 0.0 0.0 0.0 3.000 0.0 Vel = 0

0.0 0.0 10.129 K Factor = 0

3S13 0.0 1.049 2E 4.0 4.125 21.823 to 120.0 T 5.0 9.000 0.0 3B1 0.0 0.0 0.0 13.125 0.0 Vel = 0

0.0 0.0 21.823 K Factor = 0

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 8 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

3S14 0.0 1.049 2E 4.0 5.875 21.823 to 120.0 T 5.0 9.000 0.0 3B1 0.0 0.0 0.0 14.875 0.0 Vel = 0

0.0 0.0 21.823 K Factor = 0

*BRANCH LINES

3A23 19.46 1.38 T 6.0 7.625 12.637 to 120.0 0.0 6.000 0.0 3M8 19.46 0.0325 0.0 13.625 0.443 Vel = 4.17

0.0 19.46 13.080 K Factor = 5.38

3A20 18.70 1.38 0.0 10.833 11.731 to 120.0 0.0 0.0 0.0 3A21 18.7 0.0302 0.0 10.833 0.327 Vel = 4.01

3A21 19.21 1.38 T 6.0 2.333 12.058 to 120.0 0.0 6.000 0.0 3M7 37.91 0.1117 0.0 8.333 0.931 Vel = 8.13

0.0 37.91 12.989 K Factor = 10.52

3A1 18.48 1.38 0.0 10.500 11.739 to 120.0 0.0 0.0 0.0 3A2 18.48 0.0295 0.0 10.500 0.310 Vel = 3.96

3A2 19.20 1.38 T 6.0 2.333 12.049 to 120.0 0.0 6.000 0.0 3M1 37.68 0.1105 0.0 8.333 0.921 Vel = 8.08

0.0 37.68 12.970 K Factor = 10.46

3A4 19.24 1.049 T 5.0 2.333 12.097 to 120.0 0.0 5.000 0.0 3M2 19.24 0.1212 0.0 7.333 0.889 Vel = 7.14

0.0 19.24 12.986 K Factor = 5.34

3A6 19.08 1.38 0.0 0.417 11.537 to 120.0 0.0 0.0 0.0 3A5 19.08 0.0312 0.0 0.417 0.013 Vel = 4.09

3A5 18.20 1.38 T 6.0 7.250 11.550 to 120.0 0.0 6.000 0.0 3M2 37.28 0.1084 0.0 13.250 1.436 Vel = 8.00

0.0 37.28 12.986 K Factor = 10.35

3A7 19.41 1.049 T 5.0 5.458 11.948 to 120.0 0.0 5.000 0.0 3M3 19.41 0.1231 0.0 10.458 1.287 Vel = 7.21

0.0 19.41 13.235 K Factor = 5.34

3A8 19.67 1.049 T 5.0 2.542 12.283 to 120.0 0.0 5.000 0.0 3M3 19.67 0.1262 0.0 7.542 0.952 Vel = 7.30

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 9 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

0.0 19.67 13.235 K Factor = 5.41

3A9 19.54 1.049 T 5.0 5.458 12.116 to 120.0 0.0 5.000 0.0 3M4 19.54 0.1247 0.0 10.458 1.304 Vel = 7.25

0.0 19.54 13.420 K Factor = 5.33

3A10 19.80 1.049 T 5.0 2.542 12.456 to 120.0 0.0 5.000 0.0 3M4 19.8 0.1278 0.0 7.542 0.964 Vel = 7.35

0.0 19.80 13.420 K Factor = 5.40

3A11 0.0 1.049 T 5.0 5.458 10.129 to 120.0 0.0 5.000 11.694 3M5 0.0 0.0 0.0 10.458 0.0 Vel = 0

0.0 0.0 21.823 K Factor = 0

3A12 0.0 1.049 T 5.0 2.542 10.129 to 120.0 0.0 5.000 11.694 3M5 0.0 0.0 0.0 7.542 0.0 Vel = 0

0.0 0.0 21.823 K Factor = 0

*MAIN LEVEL 3

3TOR -144.56 3.26 2E 18.815 77.291 15.915 to 120.0 2T 40.319 59.134 0.0 3A24 -144.56 -0.0202 0.0 136.425 -2.755 Vel = 5.56

3A24 19.46 3.26 0.0 5.125 13.160 to 120.0 0.0 0.0 0.0 3M8 -125.1 -0.0156 0.0 5.125 -0.080 Vel = 4.81

3M8 19.46 3.26 0.0 4.208 13.080 to 120.0 0.0 0.0 0.0 3A22 -105.64 -0.0112 0.0 4.208 -0.047 Vel = 4.06

3A22 19.65 3.26 0.0 5.667 13.033 to 120.0 0.0 0.0 0.0 3M7 -85.99 -0.0078 0.0 5.667 -0.044 Vel = 3.31

3M7 37.91 3.26 0.0 2.750 12.989 to 120.0 0.0 0.0 0.0 3A19 -48.08 -0.0025 0.0 2.750 -0.007 Vel = 1.85

3A19 19.81 3.26 0.0 11.708 12.982 to 120.0 0.0 0.0 0.0 3A3 -28.27 -0.0010 0.0 11.708 -0.012 Vel = 1.09

3A3 19.66 3.26 0.0 0.542 12.970 to 120.0 0.0 0.0 0.0 3M1 -8.61 0.0 0.0 0.542 0.0 Vel = 0.33

3M1 37.69 3.26 0.0 15.000 12.970 to 120.0 0.0 0.0 0.0 3M2 29.08 0.0011 0.0 15.000 0.016 Vel = 1.12

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 10 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

3M2 56.52 3.26 2E 18.815 13.750 12.986 to 120.0 0.0 18.815 0.0 3M3 85.6 0.0076 0.0 32.565 0.249 Vel = 3.29

3M3 39.08 3.26 0.0 12.000 13.235 to 120.0 0.0 0.0 0.0 3M4 124.68 0.0154 0.0 12.000 0.185 Vel = 4.79

3M4 39.34 3.26 2E 18.815 53.750 13.420 to 120.0 0.0 18.815 0.0 3LPM 164.02 0.0255 0.0 72.565 1.851 Vel = 6.30

0.0 164.02 15.271 K Factor = 41.97

*MAIN LEVEL 2

2TOR -41.34 3.26 2T 40.319 180.791 20.015 to 120.0 8E 75.261 115.580 0.0 2LPM -41.34 -0.0020 0.0 296.371 -0.591 Vel = 1.59

0.0 -41.34 19.424 K Factor = -9.38

*MAIN LEVEL 1

1TOR -51.12 3.26 2T 40.319 180.666 24.235 to 120.0 4E 37.631 77.950 0.0 1LPM -51.12 -0.0030 0.0 258.616 -0.764 Vel = 1.96

0.0 -51.12 23.471 K Factor = -10.55

*MAIN LEVEL 0

0M1 -71.56 3.26 2T 40.319 180.666 29.280 to 120.0 4E 37.631 77.950 -0.433 0LPM -71.56 -0.0055 0.0 258.616 -1.423 Vel = 2.75

0.0 -71.56 27.424 K Factor = -13.66

*PRIMARY RISER

3TOR 144.56 3.26 0.0 10.000 15.915 to 120.0 0.0 0.0 3.898 2TOR 144.56 0.0202 0.0 10.000 0.202 Vel = 5.56

2TOR 41.34 3.26 0.0 10.000 20.015 to 120.0 0.0 0.0 3.898 1TOR 185.9 0.0322 0.0 10.000 0.322 Vel = 7.15

1TOR 51.12 3.26 0.0 10.000 24.235 to 120.0 0.0 0.0 4.331 0TOR 237.02 0.0504 0.0 10.000 0.504 Vel = 9.11

0.0 237.02 29.070 K Factor = 43.96

*SECONDARY RISER

3LPM 164.02 3.26 0.0 10.000 15.271 to 120.0 0.0 0.0 3.898 2LPM 164.02 0.0255 0.0 10.000 0.255 Vel = 6.30

2LPM -41.34 3.26 0.0 10.000 19.424 to 120.0 0.0 0.0 3.898 1LPM 122.68 0.0149 0.0 10.000 0.149 Vel = 4.72

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

AMC FIRE PROTECTION Page 11 Rowan Oak Hall Date 9-19-2018

Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn

1LPM -51.12 3.26 0.0 10.000 23.471 to 120.0 0.0 0.0 3.898 0LPM 71.56 0.0055 0.0 10.000 0.055 Vel = 2.75

0.0 71.56 27.424 K Factor = 13.66

*RISER

0TOR 237.02 6.357 E 17.603 14.583 29.070 to 120.0 2T 75.44 93.043 0.0 0M1 237.02 0.0020 0.0 107.626 0.210 Vel = 2.40

0M1 71.56 6.357 S 40.235 11.042 29.280 to 120.0 B 12.573 125.733 3.599 * * Fixed Loss = 1 BKFL 308.58 0.0032 Fsp 0.0 136.775 0.434 Vel = 3.12

2E 35.205 T 37.72

BKFL 0.0 6.357 Zac 0.0 7.875 33.313 to 120.0 0.0 0.0 1.916 * * Fixed Loss = 2.782 UG1 308.58 0.0032 0.0 7.875 0.025 Vel = 3.12

UG1 0.0 6.16 G 4.304 71.000 35.254 to 140.0 T 43.037 67.425 0.0 UG2 308.58 0.0028 E 20.084 138.425 0.386 Vel = 3.32

UG2 0.0 12.34 0.0 82.625 35.640 to 140.0 0.0 0.0 0.0 TEST 308.58 0.0001 0.0 82.625 0.007 Vel = 0.83

250.00 Qa = 250.00 558.58 35.647 K Factor = 93.56

Final Calculations - Hazen-Williams

Computer Programs by Hydratec Inc. Revision: 50.52.1

1 32 4 5 6 7 8 9 10 11 12 13 14 1615 170

A

B2

C

D

EF

B1

BASEMENT LEVEL IN SAVITZ WILL ONLY BE USEDFOR DEPARTMENT STORAGE PURPOSES

P7P1A

P1A

NO LIGHTING SCOPE IN AREA REFER TO DEMO DRAWINGS FOR ANYMATERIAL REMOVAL

F6

F6

F6

9A

9A

9A

9A

STORAGE002

STORAGE003

EXISTINGMDF004

STORAGE005

STORAGE006

STORAGE007

MECH. ROOM008

MECH ROOM009

Room0100

CORRIDORH102

RoomOS1

RedundantRoom

STAIRS2

VESTIBULE001

1 32 4 5 6 7 8 90

A

B2

C

D

EF

B1

NO LIGHTING SCOPE IN AREA REFER TO DEMO DRAWINGS FOR ANY

9A

9A

STORAGE002

STORAGE003

EXISTINGMDF004

STORAGE005

RedundantRoom

STAIRS2

VESTIBULE001

9 10 11 12 13 14 1615 17

P7P1A

P1A

NO LIGHTING SCOPE IN AREA REFER TO DEMO DRAWINGS FOR ANYMATERIAL REMOVAL

F6

F6

F6

9A

9A

STORAGE006

STORAGE007

MECH. ROOM008

MECH ROOM009

Room0100

CORRIDORH102

RoomOS1

1 32 4 5 6 7 8 90

9 10 11 12 13 14 1615 17

DN

REF.

2

2

2 2 2

2

2

2

2

2

W W

4

2

2 A.F.F.8' - 6"

A.F.F.8' - 6"

A.F.F.8' - 6"

EXISTING TOREMAIN

F6

F6

F6

F6F6

F6 F6 F6

F6

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

A.F.F.8' - 5"

F6

F6

F6

A.F.F.8' 3"

F3B

F3B

NEW COLORED 3 FORM MATERIALILLUMINATED FROM BACK

F6

F6

F6 F6

F6F6

F6

9A

9A

9A

9A

F8

STUDENT LIFEDEAN SEC.

105

VESTIBULEV102

STAIRS4

SHAREDCONFERENCE

ROOM101

OPEN OFFICE107

OPEN OFFICE107 FRONT WINDOW

CORRIDORH101

BREAK ROOM106

JAN. CLOSET103B

EXISTING ADAWOMENS TOILET

103

ADA MENSRESTROOM

102

STUDENT LIFEDEAN104

MDF ROOM108

DN

A

B2

C

D

EF

B1

2

2 2

2

2

22

2

2

2

2

2 2

2

22

2

2

2

2

2

W W

W

2

A.F.F.8' - 6"

A.F.F.8' - 6"

A.F.F.8' - 6"

A.F.F.8' - 6"

A.F.F.8' - 6"

EXISTING CEILING TO REMAIN, NEW LEDWHERE STAIR WAS REMOVED

F6

F6

A.F.F.8' - 5"

F6

F6 F6

F6 F6

F6

F6

F6F6

F6

A.F.F.8' - 5"

A.F.F.8' - 5"

NEW MTL CEILING ELEMENT,

8' 0"

F3A

F3B

F3A

F3B

F3A

F3A

F3A

F3B

F3B

A.F.F.

A.F.F.8' 3"

F7

F7

F6

F6 F6

F6F6

9A

9A

9A

9A

F8

FRONT WINDOW107

FRONT WINDOW109B

VESTIBULEV100

CORRIDORH002

OPEN OFFICE112

VACANT ASST.BURSAR

110

OPEN OFFICE111

FRONT WINDOW109A

VESTIBULEV101

STUDENT LOBBY100

A

B2

C

D

EF

B1

1 32 4 5 6 7 8 90

9 10 11 12 13 14 1615 17

RE

F.

2

2

2

2

2

2

2

2

2

2

W W

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"A.F.F.

7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

F6

F6

F6

F6

F6

F6

F6

F6

F6

F6F6

F6

F6

F6 F6 F6 F6 F6 F6

F6

F6

F6

F6

F6

A.F.F.7' - 11"

F6

9A

9A

F8

F8

ASSOCIATEDIRECTOR

FINANCIAL AID205

ASSOCIATEDIRECTOR

206

PRINT COPY ANDSCAN ROOM

207BA

JAN. CLOSET203A

STAIRS4

ASST. DIRECTOR200

BREAK ROOM209

WOMENS ADABATHROOM

203

ASSOSIATEDIRECTOR

204

STORAGE208B

ASST. DIRECTOR201

MENS ADARESTROOM

202

A

B2

C

D

EF

B1

2

2

2 22

2

2

2

22

22

2

2

2

W W

A.F.F.7' - 11"

A.F.F.7' - 11" A.F.F.

7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

A.F.F.7' - 11"

F6

F6

F6

F6

F6 F6

F6

F6

F6

F6

F6

F6

F6

F6

F6

F7

F7

F6 F6 F6 F6 F6 F6 F6

F6 F6

F8

F8

MEN'S ADARESTROOM

212

STORAGE213A

BURSAR OFFICE215

DIRECTOR OFPROCEJT

MANAGEMENT219

ASSOCIATEDIRECTOR

211

ASST.BURSAR218

MEETING ROOM216

STAIRS1

ASSOCIATEDIRECTOR

214

OPEN OFFICE217

ASSOCIATEDIRECTOR

213

A

B2

C

D

EF

B1

4

4

4

4

4

2 2

11

1

22

W

W

W

4

ALL LEVEL 3 FIXTURES TO BE UPDATED WHERE STAIR WAS REMOVED/

F6F6F6 F6 F6 F6

F6F6F6

F6

F6

F6

F6

F6

EXISTING CEILING TO REMAIN PATCH

F6

F6

F8

F8

OPEN OFFICE304

STAIRS4

BREAKOUTWORKROOM

301

MANAGER LEVEL 2307

MANAGER LEVEL 2306

EXISTINGRESTROOM

303BA

JAN. CLOSET302

IDF ROOM305

A

B2

C

D

EF

B1

4

4

4

4

4

1

2

2

22

W

W

W

WHERE STAIR WAS REMOVED NEW ALL LEVEL 3 FIXTURES TO BE UPDATED

F6

F6F6

F6

F6

F6

F6

F6

F6

F6 F6

F6 F6

F6

F6

F6

F6

EXISTING CEILING TO REMAIN PATCH

F6

F6

F8

F8

OPEN OFFICE311

ASST VP STUDENTLIFE314

MANAGER LEVEL 2308

MANAGER LEVEL 2309

MANAGER LEVEL 2307

MANAGER LEVEL 2306

EXISTINGRESTROOM

312

?

??

STAIRS1

EXISTINGBATHROOM

310BA

CLOSET313

1 32 4 5 6 7 8 90

9 10 11 12 13 14 1615 17

A

B2

C

D

EF

B1