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1969 PALOMAR OAKS WAY; ; AS050005; Permit
City of Carlsbad Sprinkler -Permit Permit No: AS050005 1969 PALOMAR OAKS Job Address: Status: ISSUED WY Permit Type: SPRINK . Applied 1/26/2005 Parcel No:. 2130922000 Approved: 2/3/2005 Lot #: 0 Reference No.: : Issued: 2/3/2005 - PC #: • • Inspector: Project Title: SCHUMACHER FIRE SPRINKLER TI PLAN CHECK & INSPECTIONS Applicant: SCHMIDT FIRE PROTECTION CO INC 4760 MURPHY CANYON RD SAN DIEGO, CA 92123 858-279-6122 Owner: AIR P.RODUCTS&CHEMICALS INC C/O J C SCHUMACHER CO 1969 PALOMAR OAKS WY CARLSBAD CA Fees ($) Add'I Fees ($) • Total ($) Balance ($) 115 0 115 0 SCHMIDT FIRE PROTECTION CO., INC. - 4760 NURPS' CAIIYOJI ROAD, SAN DIEGO, CA 92171 PHflUIV FAL21992 Schmidt Fire Protection Co. 4760 Murphy Canyon Road San Diego CA 92123 858-279-6122 Job Name : SCHUMACHER HIGH BAY UPGRADE Building : SCHUMACHER Location : 1969 PALOMAR OAKS WAY, CARLSBAD, CA System : 1 Contract : M4-5384 Data File : SCHU...EH.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Schmidt Fire Protection Co. Page SCHUMACHER HIGH BAY UPGRADE Date I Hydraulic Design Information Sheet Name - SCHUMACHER HIGH BAY UPGRADE Date - 1/20/05 Location - 1969 PALOMAR OAKS WAY, CARLSBAD, CA Building - SCHUMACHER System No. - 1 Contractor - SCHMIDT FIRE PROTECTION Contract No. - M4-5384 Calculated By - PAUL Drawing No. - FP1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 22 Occupancy - EXTRA HAZARD GROUP 2 -- .6 /AREA CALCULATED S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. C ) 1 C ) 2 C ) 3 (X) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C C ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1579 System Type Sprinkler/Nozzle Density - 0.6 (X) Wet Make VIKING D Area Per Sprinkler - 80 ( ) Dry Model M E Elevation at Highest Outlet - 20.833 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.286 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1668.67 Press Required - 70.32 At SRC Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1997 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 100 0 Press - R Residual Press - 90 Elev. - -4 Well Flow - 1278 Proof Flow S Elevation - -4 U P Location - 1969 PALOMAR OAKS WAY, CARLSBAD, CA P L Source of Information - CARLSBAD FIRE DEPARTMENT Y NOTE: 10% REDUCTION OF WATER SUPPLY FOR CALCULATION C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row C ) Conven. Pallet C ) Auto. Storage C ) Encap. SR Double Row C ) Slave Pallet C ) Solid Shelf C ) Non TA C ) Mult. Row C ) Open Shelf 0 R Flue Spacing . Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Schmidt Fire Protection Co. Page 2 SCHUMACHER HIGH BAY UPGRADE Date City Water Supply: Cl - Static Pressure : 90 PSI C2 - Residual Pressure: 80 PSI C2 - Residual Flow : 1278 GPM 150 140 130 P 120 R 110 90 80 . - U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85 ) Dl - Elevation : 10.394 PSI D2 - System Flow : 1168.67 GPM D2 - System Pressure : 70.320 PSI Hose (Adj City) : _______GPM Hose ( Demand) : 500 GPM 03 - System Demand : 1668.67 GPM Safety Margin : 3.300 PSI - - - Cl E 100 C2 I Dl ••• I I I - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Schmidt Fire Protection Co. SCHUMACHER HIGH BAY UPGRADE I Fitting Legend Abbrev. Name Page 3 Date A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow o Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Schmidt Fire Protection Co. Page 4 SCHUMACHER HIGH BAY UPGRADE Date Unadjusted Fittings Table 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 O 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 o 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 o 18.0 29.0 35.0 A 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 47.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 610 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 36.0 55.0 45.0 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 10.0 12.0 16.0 19.0 22.0 33.0 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 4.2 5.0 5.0 8.5 10.0 13.0 13.1 31.8 35.8 27.4 21.0 25.0 33.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Pressure / Flow Summary - STANDARD Schmidt Fire Protection Co. Page 5 SCHUMACHER HIGH BAY UPGRADE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 55.7 .6 80 7.0 54.7 .6 80 7.0 54.34 .6 80 7.0 54.31 .6 80 7.0 54.4 .6 80 7.0 54.92 .6 80 7.0 56.14 .6 80 7.0 48.94 .6 80 7.0 48.22 .6 80 7.0 48.0 .6 80 7.0 48.0 .6 80 7.0 48.15 .6 80 7.0 48.76 .6 80 7.0 50.08 .6 80 7.0 52.3 .6 80 7.0 64.47 .6 80 7.0 64.48 .6 80 7.0 64.94 .6 80 7.0 65.87 .6 80 7.0 65.85 .6 80 7.0 66.07 .6 80 7.0 1 20.0 11.2 24.73 na 2 20.0 11.2 23.86 na 3 20.0 11.2 23.54 na 4 20.0 11.2 23.52 na 5 20.0 11.2 23.6 na 6 20.0 11.2 24.04 na 7 20.0 11.2 25.13 na 8 20.0 11.2 19.09 na 9 20.0 11.2 18.54 na 10 20.0 11.2 18.37 na 11 20.0 11.2 18.37 na 12 20.0 11.2 18.49 na 13 20.0 11.2 18.96 na 14 20.0 11.2 19.99 na 15 20.0 11.2 21.81 na 16 20.0 11.2 33.13 na 17 20.0 11.2 33.15 na 18 20.0 11.2 33.62 na 19 20.0 11.2 34.59 na 20 20.0 11.2 34.57 na 21 20.0 11.2 34.8 na Al 19.083 38.32 na A2 18.0 39.04 na A3 18.0 39.12 na A4 18.0 39.23 na A5 18.0 39.32 na A6 18.0 39.38 na A7 18.0 39.51 na A8 18.0 39.66 na A9 18.0 39.81 na A10 18.0 40.02 na CON 18.0 40.91 na All 18.0 40.91 na Al2 18.0 40.86 na A13 14.75 42.25 na A14 14.75 42.25 na A15 14.75 42.23 na A16 19.167 40.3 na AlA 19.5 38.1 na A2A 19.125 37.91 na A3A 19.125 38.32 na MA 19.125 38.47 na A5A 19.125 38.63 na MA 19.125 38.69 na A7A 19.125 38.8 na A8A 19.125 38.92 na A9A 19.125 39.03 na A10A 19.125 39.2 na A11A 19.5 40.0 na 105 19.5 38.13 na Al 4A 19.5 40.03 na A15A 19.167 40.2 na A17 19.167 40.3 na C4 19.167 39.49 na C5 19.167 39.42 na 103 19.167 39.25 na 102 19.167 39.22 na C6 19.167 39.4 na B1 18.667 38.2 na 131M 18.667 38.2 na 106 19.5 37.83 na B2 18.667 38.2 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Schmidt Fire Protection Co. Page 6 SCHUMACHER HIGH BAY UPGRADE Date '4 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. B3 18.667 38.2 na 104 19.5 30.96 na 84 18.667 . 38.21 na B5 18.667 38.12 na B6 18.667 38.11 na B7 18.667 38.12 na B8 18.667 38.12 na B9 18.667 38.14 na B10 18.667 38.14 na Bli 18.667 38.15 na B12 18.667 38.16 na B13 18.667 38.16 na B14 18.667 38.16 na B15 18.667 38.17 na B16 18.667 38.17 na B17 18.667 38.17 na 134A 18.667 38.31 na 139A 19.5 37.75 na 101 19.5 36.44 na B18 18.667 38.17 na Cl 19.167 40.14 na C2 19.167 40.13 na C3 20.833 39.2 na Dl 17.0 37.93 na D2 17.0 37.93 na D3 17.0 37.92 na D4 17.0 37.91 na D5 17.0 37.91 na D6 17.0 37.98 na D7 17.0 38.09 na D8 17.0 38.23 na 09 17.0 38.35 na 010 17.0 38.44 na Dli 17.0 38.53 na D12 17.0 38.6 na D13 17.0 38.64 na D14 17.0 38.66 na D15 17.0 38.66 na TOR 18.0 41.31 na BOR 0.5 50.84 na UG1 -4.0 53.92 na UG2 -4.0 57.37 na UG3 -4.0 70.18 na SRC .4.0 70.32 na The maximum velocity is 23.23 and it occurs in the pipe between nodes 15 and B6A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 500.0 - Final Calculations - Standard Schmidt Fire Protection Co. Page 7 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 -128.42 2.203 8.000 24.732 K Factor = 11.20 to 120 0.0 0.0 2 -128.42 -0.1094 8.000 -0.875 Vel = 10.81 2 54.71 2.203 8.000 23.857 K Factor = 11.20 to 120 0.0 0.0 3 -73.71 -0.0391 8.000 -0.313 Vel = 6.20 3 54.34 2.203 8.000 23.543 K Factor = 11.20 to 120 0.0 0.0 4 -19.37 -0.0032 8.000 -0.026 Vel = 1.63 4 54.32 2.203 8.000 23.517 K Factor= 11.20 to 120 0.0 0.0 5 34.95 0.0099 8.000 0.079 Vel = 2.94 5 54.40 2.203 8.000 23.595 K Factor = 11.20 to 120 0.0 0.0 6 89.35 0.0559 8.000 0.447 Vel = 7.52 6 54.92 2.203 8.000 24.043 K Factor = 11.20 to 120 0.0 0.0 7 144.27 0.1358 8.000 1.086 Vel = 12.14 7 56.14 2.067 2E 5.000 16.500 25.129 K Factor= 11.20 to 120 iT 10.000 20.000 0.577 B5 200.41 0.3400 36.500 12.410 Vel = 19.16 0.0 200.41 38.116 K Factor= 32.46 1 184.11 2.203 11 4.774 11.833 24.732 to 120 1J 11.593 16.367 0.217 104 184.11 0.2131 28.200 6.009 Vel = 15.50 0.0 184.11 30.958 K Factor= 33.09 8 -100.60 2.203 8.000 19.093 K Factor= 11.20 to 120 0.0 0.0 9 -100.6 -0.0696 8.000 -0.557 Vel = 8.47 9 48.22 2.203 8.000 18.536 K Factor= 11.20 to 120 0.0 0.0 10 -52.38 -0.0209 8.000 -0.167 Vel = 4.41 10 48.00 2.203 8.000 18.369 K Factor = 11.20 to 120 0.0 0.0 11 -4.38 -0.0002 8.000 -0.002 Vel = 0.37 11 48.00 2.203 8.000 18.367 K Factor = 11.20 to 120 0.0 0.0 12 43.62 0.0149 8.000 0.119 Vel = 3.67 12 48.15 2.203 8.000 18.486 K Factor= 11.20 to 120 0.0 0.0 13 91.77 0.0588 8.000 0.470 Vel = 7.72 13 48.77 2.203 8.000 18.956 K Factor= 11.20 to 120 0.0 0.0 14 140.54 0.1292 8.000 1.034 Vel = 11.83 14 50.07 2.203 8.000 19.991 K Factor= 11.20 to 120 0.0 0.0 15 190.61 0.2272 8.000 1.818 Vel = 16.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 8 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pt Pn 15 52.31 2.067 2E 5.000 7.500 21.809 K Factor= 11.20 to 120 IT 10.000 20.000 8.662 136A 242.92 0.4853 27.500 13.347 Vel = 23.23 0.0 242.92 43.818 K Factor= 36.70 8 149.54 2.203 108.250 19.093 to 120 0.0 8.662 D5A 149.54 0.1450 108.250 15.700 Vel= 12.59 0.0 149.54 43.455 K Factor= 22.68 16 13.03 2.067 8.000 33.131 K Factor= 11.20 to 120 0.0 0.0 17 13.03 0.0021 8.000 0.017 Vel = 1.25 17 64.48 2.067 8.000 33.149 K Factor= 11.20 to 120 0.0 0.0 18 77.51 0.0586 8.000 0.469 Vel = 7.41 18 64.94 2.067 IT 10.000 7.500 33.618 K Factor= 11.20 to 120 10.000 8.662 137A 142.45 0.1808 17.500 3.164 Vel= 13.62 0.0 142.45 45.444 - K Factor= 21.13 16 51.44 2.203 31 4.774 149.250 33.131 to 120 14.321 8.662 D6A 51.44 0.0201 163.571 3.294 Vel = 4.33 0.0 51.44 45.087 K Factor= 7.66 19 -12.77 2.067 8.000 34.587 K Factor= 11.20 to 120 0.0 0.0 20 -12.77 -0.0021 8.000 -0.017 Vel = 1.22 20 65.85 2.067 8.000 34.570 K Factor= 11.20 to 120 0.0 0.0 21 53.08 0.0291 8.000 0.233 Vel = 5.08 21 66.07 2.067 IT 10.000 7.500 34.803 K Factor= 11.20 to 120 10.000 8.662 138A 119.15 0.1299 17.500 2.274 VeI= 11.39 0.0 119.15 45.739 K Factor= 17.62 19 78.64 2.067 1E 5.000 12.167 34.587 to 120 IT 10.000 15.000 0.217 101 78.64 0.0603 27.167 1.637 Vel = 7.52 0.0 78.64 36.441 K Factor= 13.03 Al 468.73 6.357 21 12.573 11.083 38.322 to 120 25.147 0.469 A2 468.73 0.0069 36.230 0.250 Vel = 4.74 A2 84.59 6.357 8.000 39.041 to 120 0.0 0.0 A3 553.32 0.0094 8.000 0.075 Vel = 5.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 9 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ct' or Ftng's Pe Pv Notes Point at Pf/UL Eqv. Ln. Total Pt Pn A3 57.28 6.357 10.000 39.115 to 120 0.0 0.0 A4 610.6 0.0112 10.000 0.112 Vel = 6.17 A4 53.29 6.357 6.667 39.228 to 120 0.0 0.0 A5 663.89 0.0130 6.667 0.087 Vel = 6.71 A5 44.39 6.357 4.417 39.315 to 120 0.0 0.0 A6 708.28 0.0147 4.417 0.065 Vel = 7.16 A6 45.22 6.357 8.000 39.380 to 120 0.0 0.0 Al 753.5 0.0166 8.000 0.133 Vel = 7.62 A7 48.27 6.357 8.000 39.513 to 120 0.0 0.0 A8 801.77 0.0186 8.000 0.149 Vel = 8.10 AS 51.61 6.357 6.917 39.662 to 120 0.0 0.0 A9 853.38 0.0208 6.917 0.144 Vel = 8.63 A9 54.75 6.357 9.000 39.806 to 120 0.0 0.0 A10 908.13 0.0234 9.000 0.211 Vel = 9.18 A10 59.16 6.357 1J 31.433 2.500 40.017 to 120 31.433 0.0 CON 967.29 0.0263 33.933 0.893 Vel = 9.78 CON 201.38 8.249 1E 21.141 17.000 40.910 to 120 21.141 0.0 TOR 1168.67 0.0105 38.141 0.400 Vel = 7.02 0.0 1168.67 41.310 K Factor = 181.83 CON -201.37 6.357 2.500 40.910 to 120 0.0 0.0 All -201.37 -0.0016 2.500 -0.004 Vel = 2.04 All 45.58 6.357 21 12.573 22.167 40.906 to 120 25.147 0.0 Al2 -155.79 -0.0009 47.314 -0.042 Vel = 1.57 Al2 37.44 6.357 21 12.573 14.250 40.863 to 120 25.147 1.408 A13 -118.35 -0.0005 39.397 -0.021 Vel = 1.20 A13 0.0 4.31 1.000 42.250 to 120 0.0 0.0 A14 -118.35 -0.0040 1.000 -0.004 Vel = 2.60 A14 35.81 4.31 9.500 42.246 to 120 0.0 0.0 A15 -82.54 -0.0018 9.500 -0.017 Vel = 1.82 A15 45.94 4.31 31 9.756 11.917 42.229 to 120 29.268 -1.913 A16 -36.6 -0.0004 41.185 -0.017 Vel = 0.80 A16 18.59 4.31 6.667 40.299 to 120 0.0 0.0 A17 -18.01 -0.0001 6.667 -0.001 Vel = 0.40 Computer Programs by Hydrateç Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 10 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at PfIUL Eqv. Ln. Total Pf Pn 0.0 -18.01 40.298 K Factor = -2.84 Al -19.08 2.203 1J 11.593 0.542 38.322 to 120 11.593 -0.181 AlA -19.08 -0.0032 12.135 -0.039 Vel = 1.61 AlA 0.0 2.203 11 4.774 31.000 38.102 to 120 1J 11.593 16.367 0.361 134A -19.08 -0.0032 47.367 -0.152 Vel = 1.61 0.0 -19.08 38.311 K Factor = -3.08 A2 -84.59 2.203 1J 11.593 1.125 39.041 to 120 11.593 -0.487 A2A -84.59 -0.0506 12.718 -0.643 Vel = 7.12 A2A 0.0 2.203 47.000 37.910 to 120 0.0 8.283 136A -84.59 -0.0506 47.000 -2.376 Vel = 7.12 0.0 -84.59 43.817 K Factor= -12.78 A3 -57.27 2.203 1J 11.593 1.125 39.115 to 120 11.593 -0.487 A3A -57.27 -0.0245 12.718 -0.312 Vel = 4.82 A3A 0.0 2.203 47.000 38.316 to 120 0.0 8.283 137A -57.27 -0.0246 47.000 -1.155 Vel = 4.82 0.0 -57.27 45.444 K Factor = -8.50 A4 -53.30 2.203 1J 11.593 1.125 39.228 to 120 11.593 -0.487 A4A -53.3 -0.0215 12.718 -0.274 Vel = 4.49 A4A 0.0 2.203 47.000 38.467 to 120 0.0 8.283 138A -53.3 -0.0215 47.000 -1.011 Vel = 4.49 0.0 -53.30 45.739 K Factor = -7.88 A5 -44.38 2.203 1J 11.593 1.125 39.315 to 120 11.593 -0.487 A5A -44.38 -0.0153 12.718 -0.195 Vel = 3.74 ASA 0.0 2.203 47.000 38.633 to 120 0.0 -0.162 B9A -44.38 -0.0153 47.000 -0.720 Vel = 3.74 0.0 -44.38 37.751 K Factor = -7.22 A6 -45.22 2.203 1J 11.593 1.125 39.380 to 120 11.593 -0.487 A6A -45.22 -0.0159 12.718 -0.202 Vel = 3.81 A6A 0.0 2.203 47.000 38.691 to 120 0.0 0.198 B10 -45.22 -0.0159 47.000 -0.746 VeI= 3.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 11 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Ca Dia. Fitting Pipe Pt Pt Ref. "C'1 or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pt Pn 0.0 -45.22 38.143 K Factor= -7.32 A7 -48.26 2.203 1J 11.593 1.125 39.513 to 120 11.593 -0.487 A7A -48.26 -0.0179 12.718 -0.228 Vel = 4.06 A7A 0.0 2.203 47.000 38.798 to 120 0.0 0.198 B12 -48.26 -0.0179 47.000 -0.841 Vel = 4.06 0.0 -48.26 38.155 K Factor= -7.81 A8 -51.61 2.203 1J 11.593 1.125 39.662 to 120 11.593 -0.487 A8A -51.61 -0.0203 12.718 -0.258 Vel = 4.34 A8A 0.0 2.203 47.000 38.917 to 120 0.0 0.198 B14 -51.61 -0.0203 47.000 -0.952 Vel = 4.34 0.0 -51.61 38.163 K Factor= -8.35 A9 -54.75 2.203 1J 11.593 1.125 39.806 to 120 11.593 -0.487 A9A -54.75 -0.0226 12.718 -0.287 Vel = 4.61 A9A 0.0 2.203 47.000 39.031 to 120 0.0 0.198 815 -54.75 -0.0226 47.000 -1.062 Vel = 4.61 0.0 -54.75 38.167 K Factor = -8.86 A1O -59.17 2.203 1J 11.593 1.125 40.017 to 120 11.593 -0.487 Al OA -59.17 -0.0261 12.718 -0.332 Vel = 4.98 A1OA 0.0 2.203 47.000 39.198 to 120 0.0 0.198 B17 -59.17 -0.0261 47.000 -1.226 Vel = 4.98 0.0 -59.17 38.170 K Factor = -9.58 All -45.58 2.067 iT 10.000 1.500 40.906 to 120 10.000 -0.650 A11A -45.58 -0.0220 11.500 -0.253 Vel = 4.36 A11A 0.0 2.067 85.167 40.004 to 120 0.0 0.0 105 -45.58 -0.0220 85.167 -1.870 Vel = 4.36 105 24.29 2.203 31 4.774 135.000 38.133 to 120 1J 11.593 25.914 8.445 D11A -21.29 -0.0039 160.914 -0.634 Vel = 1.79 0.0 -21.29 45.944 K Factor= -3.14 Al2 -37.44 2.203 41 4.774 209.750 40.863 to 120 19.094 7.796 D12A -37.44 -0.0112 228.844 -2.561 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 12 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. SICn or Ftng's Pe Pv ******* Notes Point at Pt/UL Eqv. Ln. Total Pt Pn 0.0 -37.44 46.098 K Factor= -5.51 A14 -35.81 2.203 1J 11.593 3.917 42.246 to 120 11.593 -2.057 A14A -35.81 -0.0103 15.510 -0.160 Vel = 3.01 A14A 0.0 2.203 41 4.774 208.583 40.029 to 120 19.094 8.445 D1 3A -35.81 -0.0103 227.677 -2.346 Vel = 3.01 0.0 -35.81 46.128 K Factor= -5.27 A15 -45.93 2.703 1J 16.786 2.917 42.229 to 120 16.786 -1.913 A15A -45.93 -0.0060 19.703 -0.119 Vel = 2.57 A15A 0.0 2.703 45.833 40.197 to 120 0.0 -0.722 C3 -45.93 -0.0060 45.833 -0.276 Vel = 2.57 0.0 -45.93 39.199 K Factor= -7.34 A16 -18.60 2.203 1J 11.593 43.000 40.299 to 120 11.593 0.0 C2 -18.6 -0.0031 54.593 -0.167 Vel = 1.57 0.0 -18.60 40.132 K Factor= -2.94 A17 -18.01 2.203 1J 11.593 43.000 40.298 to 120 11.593 0.0 Cl -18.01 -0.0029 54.593 -0.158 Vel = 1.52 0.0 -18.01 40.140 K Factor= -2.84 C4 -25.50 2.203 49.000 39.486 to 120 0.0 0.0 102 -25.5 -0.0055 49.000 -0.269 Vel = 2.15 0.0 -25.50 39.217 K Factor= -4.07 C5 -15.79 2.203 21 4.774 51.083 39.418 to 120 1J 11.593 21.140 0.0 103 -15.79 -0.0023 72.223 -0.164 Vel = 1.33 103 0.0 2.203 1J 11.593 5.000 39.255 to 120 11.593 0.0 102 -15.79 -0.0023 16.593 -0.038 Vel = 1.33 102 -25.49 2.203 99.250 39.217 to 120 0.0 8.301 D14A -41.28 -0.0134 99.250 -1.331 Vel = 3.47 0.0 -41.28 46.187 K Factor= -6.07 C6 -41.26 2.203 21 4.774 103.250 39.402 to 120 9.547 8.301 015A -41.26 -0.0134 112.797 -1.511 Vel = 3.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 13 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C° or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pf Pn 0.0 -41.26 46.192 K Factor = -6.07 Bi -24.39 2.203 21 4.774 173.000 38.196 to 120 9.547 8.085 131A -24.39 -0.0051 182.547 -0.924 Vel = 2.05 0.0 -24.39 45.357 K Factor = -3.62 Bi 24.39 6.357 2.000 38.196 to 120 0.0 0.0 B1M 24.39 0.0 2.000 Vel = 0.25 BIM -54.96 6.357 11 12.573 65.000 38.196 to 120 1J 31.433 44.006 -0.361 106 -30.57 109.006 -0.005 Vel = 0.31 106 0.0 2.203 115.500 37.830 to 120 0.0 8.445 132A -30.57 -0.0077 115.500 -0.888 Vel = 2.57 0.0 -30.57 45.387 K Factor = -4.54 BIM 54.96 6.357 12.500 38.196 to 120 0.0 0.0 B2 54.96 0.0002 12.500 0.002 Vel = 0.56 B2 -79.44 2.203 21 4.774 173.000 38.197 to 120 9.547 8.085 133A -24.48 -0.0051 182.547 -0.931 Vel = 2.06 0.0 -24.48 45.351 K Factor = -3.64 B2 79.44 6.357 7.500 38.197 to 120 0.0 0.0 B3 79.44 0.0003 7.500 0.002 Vel = 0.80 B3 -177.92 2.203 31 4.774 76.833 38.199 to 120 1J 11.593 25.914 -0.361 104 -98.48 -0.0670 102.747 -6.881 Vel = 8.29 104 184.12 2.203 101.000 30.958 to 120 0.0 8.445 D4A 85.64 0.0517 101.000 5.223 Vel = 7.21 0.0 85.64 44.626 K Factor = 12.82 B3 177.92 6.357 7.167 38.199 to 120 0.0 0.0 B4 177.92 0.0011 7.167 0.008 Vel = 1.80 B4 -468.72 6.357 1J 31.433 0.500 38.208 to 120 31.433 0.0 B5 -290.8 -0.0028 31.933 -0.091 Vel = 2.94 B5 200.41 6.357 7.333 38.117 to 120 0.0 0.0 B6 -90.39 -0.0003 7.333 -0.002 Vel = 0.91 B6 158.32 6.357 8.000 38.114 to 120 0.0 0.0 B7 67.93 0.0002 8.000 0.002 Vel = 0.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 14 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pt Pn B7 85.18 6.357 10.000 38.116 to 120 0.0 0.0 B8 153.11 0.0009 10.000 0.009 Vel = 1.55 B8 65.85 6.357 6.667 38.124 to 120 0.0 0.0 - B9 218.96 0.0016 6.667 0.011 Vel = 2.21 B9 13.46 6.357 4.333 38.136 to 120 0.0 0.0 B10 232.42 0.0018 4.333 0.008 Vel = 2.35 B10 -45.23 6.357 2.917 38.144 to 120 0.0 0.0 Bli 187.19 0.0014 2.917 0.004 VeI= 1.89 Bli 18.64 6.357 5.083 38.148 to 120 0.0 0.0 B12 205.83 0.0016 5.083 0.008 Vel = 2.08 B12 -48.27 6.357 6.417 38.155 to 120 0.0 0.0 B13 157.56 0.0009 6.417 0.006 Vel = 1.59 B13 16.93 6.357 1.583 38.161 to 120 0.0 0.0 B14 174.49 0.0013 1.583 0.002 Vel = 1.76 B14 -51.61 6.357 8.000 38.163 to 120 0.0 0.0 B15 122.88 0.0006 8.000 0.005 Vel = 1.24 B15 -54.75 6.357 2.500 38.167 to 120 0.0 0.0 B16 68.13 0.0 2.500 Vel = 0.69 B16 15.33 6.357 6.500 38.168 to 120 0.0 0.0 B17 83.46 0.0003 6.500 0.002 Vel = 0.84 B17 -59.17 6.357 2.000 38.170 to 120 0.0 0.0 B18 24.29 0.0 2.000 Vel = 0.25 0.0 24.29 38.170 K Factor= 3.93 B4 468.73 6.357 15.000 38.208 to 120 0.0 0.0 134A 468.73 0.0069 15.000 0.103 Vel = 4.74 134A -19.08 6.357 30.000 38.311 to 120 0.0 -0.180 Al 449.65 0.0064 . 30.000 0.191 Vel = 4.55 0.0 449.65 38.322 K Factor = 72.64 B6 -158.32 2.067 iT 10.000 0.833 38.114 to 120 10.000 8.085 136A -158.32 -0.2198 10.833 -2.381 Vel = 15.14 0.0 -158.32 43.818 K Factor = -23.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 15 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pt Pn B7 -85.17 2.067 iT 10.000 0.833 38.116 to 120 10.000 8.085 137A -85.17 -0.0698 10.833 -0.756 Vel = 8.14 0.0 -85.17 45.445 K Factor = -12.63 BB -65.86 2.067 iT 10.000 0.833 38.124 to 120 10.000 8.085 138A -65.86 -0.0434 10.833 -0.470 Vel = 6.30 0.0 -65.86 45.739 K Factor = -9.74 B9 -13.45 2.067 iT 10.000 0.833 38.136 to 120 10.000 -0.361 139A -13.45 -0.0023 10.833 -0.025 Vel = 1.29 139A -44.39 2.203 ii 4.774 36.000 37.750 to 120 1J 11.593 16.367 0.0 101 -57.84 -0.0250 52.367 -1.310 Vel = 4.87 101 78.64 2.203 139.000 36.440 to 120 0.0 8.445 D7A 20.8 0.0038 139.000 0.524 Vel = 1.75 0.0 20.80 45.409 K Factor = 3.09 Bli -18.63 2.203 41 4.774 177.167 38.148 to 120 19.094 8.085 D8A -18.63 -0.0031 196.261 -0.604 Vel = 1.57 0.0 -18.63 45.629 K Factor = -2.76 B13 -16.93 2.203 41 4.774 177.167 38.161 to 120 19.094 8.085 D9A -16.93 -0.0026 196.261 -0.506 Vel = 1.43 0.0 -16.93 45.740 K Factor = -2.50 B16 -15.33 2.203 41 4.774 177.167 38.168 to 120 19.094 8.085 D10A -15.33 -0.0021 196.261 -0.421 Vel = 1.29 0.0 -15.33 45.832 K Factor = -2.26 B18 24.29 2.203 2J 11.593 41.250 38.170 to 120 23.186 -0.361 105 24.29 0.0050 64.436 0.324 Vel = 2.04 0.0 24.29 38.133 K Factor = 3.93 Cl -18.01 2.703 8.417 40.140 to 120 0.0 0.0 C2 -18.01 -0.0011 8.417 -0.009 Vel = 1.01 C2 -18.59 2.703 31 9.325 8.500 40.131 to 120 iJ 16.786 44.762 -0.722 C3 -36.6 -0.0040 53.262 -0.211 Vel = 2.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 16 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. °C" or Ftng's Pe Pv ******* Notes Point at PfIUL Eqv. Ln. Total Pt Pn C3 -45.94 2.703 11 9.325 15.000 39.199 to 120 9.325 0.722 C4 -82.54 -0.0178 24.325 -0.434 Vel = 4.61 C4 25.50 2.703 7.583 39.486 to 120 0.0 0.0 C5 -57.04 -0.0090 7.583 -0.068 Vel = 3.19 C5 15.78 2.703 3.167 39.418 to 120 0.0 0.0 C6 -41.26 -0.0051 3.167 -0.016 Vel = 2.31 0.0 -41.26 39.402 K Factor= -6.57 Dl -24.39 4.31 7.500 37.929 to 120 0.0 0.0 D2 -24.39 -0.0001 7.500 -0.001 Vel = 0.54 D2 -30.57 4.31 4.000 37.928 to 120 0.0 0.0 D3 -54.96 -0.0008 4.000 -0.003 Vel = 1.21 D3 -24.48 4.31 7.000 37.925 to 120 0.0 0.0 04 -79.44 -0.0017 7.000 -0.012 Vel = 1.75 04 85.63 4.31 11.500 37.913 to 120 0.0 0.0 05 6.19 0.0 11.500 Vel = 0.14 05 149.54 4.31 11.000 37.913 to 120 0.0 0.0 06 155.73 0.0059 11.000 0.065 Vel = 3.42 06 51.44 4.31 11.500 37.978 to 120 0.0 0.0 D7 207.17 0.0101 11.500 0.116 VeI= 4.56 07 20.80 4.31 11.000 38.094 to 120 0.0 0.0 08 227.97 0.0120 11.000 0.132 Vel = 5.01 08 -18.63 4.31 11.500 38.227 to 120 0.0 0.0 09 209.34 0.0103 11.500 0.118 Vel = 4.60 09 -16.93 4.31 11.000 38.345 to 120 0.0 0.0 D10 192.41 0.0088 11.000 0.097 Vel = 4.23 010 -15.33 4.31 12.000 38.442 to 120 0.0 0.0 Dli 177.08 0.0076 12.000 0.091 Vel = 3.89 Dli -21.29 4.31 10.500 38.532 to 120 0.0 0.0 D12 155.79 0.0060 10.500 0.063 Vel = 3.43 D12 -37.44 4.31 11.500 38.595 to 120 0.0 0.0 013 118.35 0.0036 11.500 0.041 VeI= 2.60 013 -35.81 4.31 11.000 38.636 to 120 0.0 0.0 D14 82.54 0.0018 11.000 0.020 Vel = 1.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 17 SCHUMACHER HIGH BAY UPGRADE Date I Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 014 -41.28 4.31 11.750 38.656 to 120 0.0 0.0 015 41.26 0.0005 11.750 0.006 Vel = 0.91 0.0 41.26 38.662 K Factor = 6.64 Dl 24.39 2.203 1J 11.593 0.958 37.929 to 120 11.593 7.363 D1A 24.39 0.0051 12.551 0.064 Vel = 2.05 0.0 24.39 45.356 K Factor = 3.62 02 30.57 2.203 1J 11.593 0.958 37.928 to 120 . 11.593 7.363 D2A 30.57 0.0077 12.551 0.097 Vel = 2.57 0.0 30.57 45.388 K Factor = 4.54 03 24.48 2.203 1J 11.593 0.958 37.925 to 120 11.593 7.363 D3A 24.48 0.0051 12.551 0.064 Vel = 2.06 0.0 24.48 45.352 K Factor = 3.64 04 -85.64 2.203 1J 11.593 0.958 37.913 to 120 11.593 7.363 D4A -85.64 -0.0517 12.551 -0.649 Vel = 7.21 0.0 -85.64 44.627 K Factor = -12.82 D5 -149.54 2.203 1J 11.593 0.958 37.913 to 120 11.593 7.363 D5A -149.54 -0.1450 12.551 -1.820 Vel = 12.59 0.0 -149.54 43.456 K Factor = -22.68 06 -51.44 2.203 1J 11.593 0.958 37.978 to 120 11.593 7.363 06A -51.44 -0.0202 12.551 -0.253 Vel = 4.33 0.0 -51.44 45.088 K Factor = -7.66 07 -20.80 2.203 1J 11.593 0.958 38.094 to 120 11.593 7.363 D7A -20.8 -0.0037 12.551 -0.047 Vel = 1.75 0.0 -20.80 45.410 K Factor = -3.09 08 18.63 2.203 1J 11.593 0.958 38.227 to 120 11.593 7.363 D8A 18.63 0.0031 12.551 0.039 Vel = 1.57 0.0 18.63 45.629 K Factor = 2.76 D9 16.93 2.203 1J 11.593 0.958 38.345 to 120 11.593 7.363 D9A 16.93 0.0025 12.551 0.032 Vel = 1.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 18 SCHUMACHER HIGH BAY UPGRADE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv Notes Point at Pt/UL Eqv. Ln. Total Pt Pn 0.0 16.93 45.740 K Factor= 2.50 010 15.33 2.203 1J 11.593 0.958 38.442 to 120 11.593 7.363 D1 OA 15.33 0.0022 12.551 0.027 Vel = 1.29 0.0 15.33 45.832 K Factor= 2.26 Dli 21.29 2.203 1J 11.593 0.958 38.532 to 120 11.593 7.363 D11A 21.29 0.0039 12.551 0.049 Vel = 1.79 0.0 21.29 45.944 K Factor= 3.14 D12 37.44 2.203 1J 11.593 0.958 38.595 to 120 11.593 7.363 D12A 37.44 0.0112 12.551 0.140 Vel= 3.15 0.0 37.44 46.098 K Factor= 5.51 D13 35.81 2.203 1J 11.593 0.958 38.636 to 120 11.593 7.363 D1 3A 35.81 0.0103 12.551 0.129 Vel = 3.01 0.0 35.81 46.128 K Factor= 5.27 014 41.28 2.203 1J 11.593 0.958 38.656 to 120 11.593 7.363 014A 41.28 0.0134 12.551 0.168 Vel = 3.47 0.0 41.28 46.187 KFactor= 6.07 015 41.26 2.203 1J 11.593 0.958 38.662 to 120 11.593 7.363 D15A 41.26 0.0134 12.551 0.168 Vel = 3.47 0.0 41.26 46.193 KFactor= 6.07 TOR 1668.67 8.249 1Z 21.141 17.500 41.310 Qa=500 to 120 1G 4.698 78.692 7.579 BOR 1668.67 0.0203 1S 52.853 96.192 1.951 Vel = 10.02 BOR 0.0 8.27 2E 28.468 18.000 50.840 to 140 56.936 1.949 UG1 1668.67 0.0151 74.936 1.129 Vel = 9.97 UG1 0.0 7.98 4N 0.0 219.000 53.918 to 150 0.0 0.0 UG2 1668.67 0.0158 219.000 3.455 Vel = 10.70 UG2 0.0 8.27 21 23.359 14.000 57.373 to 150 46.717 12.000 * Fixed loss = 12 UG3 1668.67 0.0133 60.717 0.805 Vel = 9.97 UG3 0.0 7.98 9.000 70.178 to 150 0.0 0.0 SRC 1668.67 0.0158 9.000 0.142 Vel = 10.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Co. Page 19 SCHUMACHER HIGH BAY UPGRADE Date a Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. SII or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pt Pn .0 1668.67 70.320 K Factor = 198.99 Computer Programs by Hydratec Inc. Route 111 Windham N.ft USA 03087