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HomeMy WebLinkAbout6128 INNOVATION WAY; ; AS070152; Permit8/17/22, 5:00 PM AS070152 Permit Data City of Carlsbad Sprinkler Permit 6128 INNOVATION Job Address: WY Permit Type: SPRINK Parcel No: 2132621000 Lot #: 0 Permit No: AS070152 Status: ISSUED Applied 6/7/2007 Approved: 6/7/2007 Reference No.: Issued: 6/7/2007 PC #: Inspector: Project Title: TOWERS @ BRESSI, BLDG. K THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: INDUSTRIAL FIRE SPRINKLER CO., 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 Owner: PALOMAR AIRPORT ROAD LLC 9171 TOWNE CENTRE DR #460 SAN DIEGO CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 186 0 186 0 1/1 AS010tG2- APPROVED CARLSBAD (4 PA TMENT SPBITTED 146 6 APPROVED,J 1 APPROVED AS NOTED I NOT APPROVED, RESUBMIT I CHECYG IS ONLY FOR COFORMANt! WTH THE E,S! COCEP1 THE PPO.ET CCPLIP,NCE WITH THE IHFOA3H G:VEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DNSOS 10 BE CONFRMED AND CORELA'ftD AT THE JOB SITE AND FOR COORDINATION OF THE WORK OF ALL IRME, --- Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 Job Name : THE TOWERS AT BRESSI Building : BUILDING K Location : 6128 INNOVATION WAY System : REMOTE AREA1 Contract Data File : Towers Ki .wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. Page 1 THE TOWERS AT BRESSI Date 5/2/07 Hydraulic Design Information Sheet Name - TOWERS AT BRESSI Date - 5/2/07 Location - 6128 INNOVATION WAY Building - BUILDING K System No. - REMOTE AREA1 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - EXTRA S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle Density - .45 (X) Wet Make RELIABLE D Area Per Sprinkler - 90 ( ) Dry Model G VELO E Elevation at Highest Outlet - 281 -9" ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 14.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.286 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1/31/07 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 75 @ Press - R Residual Press - 74 Elev. - Well Flow - 1780 Proof Flow S Elevation - 385.0 U P Location - GATEWAY RD & INNOVATION WAY P L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G B Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) INDUSTRIAL FIRE SPRINKLER CO. Page 2 THE TOWERS AT BRESSI Date 5/2/07 City Water Supply: Demand: Cl - Static Pressure : 75 Dl - Elevation : 14.093 C2 - Residual Pressure: 74 D2 - System Flow : 1489.84 stem Pressure : 55.251 02- Residual Flow : 1780 D2 - SrAdj Hose City Hose Demand) D3 - System Demand : 1989.84 Safety Margin : 18.520 150 140 130 P 120 R 11 E 100 90 s 80 u 70 1D60 D2 p E 50 - D3 40 - 30 - 20 10 I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ' 1.85) Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 THE TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name 1/2 3/4 1 1Y4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90 Flow ThruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 THE TOWERS AT BRESSI Date 5/2/07 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 52 28.75 14 11.19 na 46.83 0.45 90 7.0 53 28.75 14.8 na 49 28.33 14 8.47 na 40.75 0.45 90 7.0 50 28.33 14 8.62 na 41.11 0.45 90 7.0 51 28.33 14 9.15 na 42.35 0.45 90 7.0 46 28.12 14 8.93 na 41.84 0.45 90 7.0 47 28.12 14 9.08 na 42.19 0.45 90 7.0 48 28.12 14 9.64 na 43.46 0.45 90 7.0 43 27.92 14 8.78 na 41.49 0.45 90 7.0 44 27.92 14 8.94 na 41.86 0.45 90 7.0 45 27.92 14 9.48 na 43.11 0.45 90 7.0 39 27.71 14 9.02 na 42.04 0.45 90 7.0 41 27.71 14 9.18 na 42.42 0.45 90 7.0 42 27.71 14 9.74 na 43.69 0.45 90 7.0 38 28.33 14 21.28 na 64.58 0.45 90 7.0 35 28.54 14 8.37 na 40.5 0.45 90 7.0 36 28.54 14 8.52 na 40.86 0.45 90 7.0 37 28.54 14 9.04 na 42.09 0.45 90 7.0 29 28.75 14 11.52 na 47.51 0.45 90 7.0 30 28.75 15.23 na 31 28.75 16.77 na 32 24.0 20.07 na 33 24.0 20.12 na 25 28.33 14 8.79 na 41.51 0.45 90 7.0 26 28.33 14 8.94 na 41.87 0.45 90 7.0 27 28.33 14 9.49 na 43.12 0.45 90 7.0 28 28.33 11.32 na 21 28.12 14 8.61 na 41.07 0.45 90 7.0 22 28.12 14 8.76 na 41.43 0.45 90 7.0 23 28.12 14 9.29 na 42.68 0.45 90 7.0 24 28.12 11.5 na 17 27.92 14 9.11 na 42.26 0.45 90 7.0 18 27.92 14 9.27 na 42.62 0.45 90 7.0 19 27.92 14 9.83 na 43.9 0.45 90 7.0 20 27.92 11.73 na 13 27.71 14 9.36 na 42.83 0.45 90 7.0 14 27.71 14 9.52 na 43.19 0.45 90 7.0 15 27.71 14 10.1 na 44.48 0.45 90 7.0 16 27.71 12.04 na 10 28.54 14 21.19 na 64.44 0.45 90 7.0 11 24.0 24.93 na 12 24.0 24.93 na 1 28.54 14 8.69 na 41.26 0.45 90 7.0 2 28.54 14 8.83 na 41.61 0.45 90 7.0 3 28.54 14 9.37 na 42.86 0.45 80 7.0 4 28.54 11.19 na 5 24.0 20.12 na 6 24.0 20.15 na 7 24.0 20.25 na 8 24.0 20.44 na 9 24.0 20.74 na TRK 24.0 25.0 na CR 1.5 37.09 na BRK 1.0 38.08 na Ki -4.0 40.66 na K2 -4.0 43.54 na K3 -4.0 49.6 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 THE TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. A -4.0 54.39 na B -4.0 54.36 na C -4.0 54.33 na 0 -4.0 54.91 na E -4.0 55.14 na TEST -4.0 55.25 na M -4.0 53.34 na N -4.0 53.7 na Q -4.0 54.73 na R -4.0 54.97 na F -4.0 53.49 na G -4.0 52.56 na H -4.0 52.52 na J -4.0 52.3 na K -4.0 51.82 na L -4.0 51.53 na 500.0 P -4.0 53.68 na The maximum velocity is 22.71 and it occurs in the pipe between nodes 16 and 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Ph 52 46.83 1.049 iT 5.0 0.750 11.189 K Factor = 14.00 to 120 0.0 5.000 0.0 53 46.83 0.6280 0.0 5.750 3.611 Vel = 17.38 53 0.0 1.38 1 6.0 5.910 14.800 to 120 0.0 6.000 0.0 31 46.83 0.1652 0.0 11.910 1.967 Vel= 10.05 0.0 46.83 16.767 KFactor= 11.44 49 40.75 2.157 0.0 10.450 8.471 K Factor = 14.00 to 120 0.0 0.0 0.0 50 40.75 0.0145 0.0 10.450 0.152 Vel = 3.58 50 41.11 2.157 0.0 10.000 8.623 K Factor = 14.00 to 120 0.0 0.0 0.0 51 81.86 0.0527 0.0 10.000 0.527 Vel = 7.19 51 42.35 2.157 IT 12.307 6.750 9.150 KFactor= 14.00 to 120 0.0 12.307 0.0 28 124.21 0.1140 0.0 19.057 2.173 VeI= 10.91 0.0 124.21 11.323 KFactor= 36.91 46 41.84 2.157 0.0 10.000 8.931 K Factor = 14.00 to 120 0.0 0.0 0.0 47 41.84 0.0152 0.0 10.000 0.152 Vel = 3.67 47 42.19 2.157 0.0 10.000 9.083 K Factor = 14.00 to 120 0.0 0.0 0.0 48 84.03 0.0554 0.0 10.000 0.554 Vel = 7.38 48 43.46 2.157 IT 12.307 3.250 9.637 KFactor= 14.00 to 120 0.0 12.307 0.0 24 127.49 0.1196 0.0 15.557 1.861 VeI= 11.19 0.0 127.49 11.498 K Factor= 37.60 43 41.49 2.157 0.0 10.450 8.781 K Factor = 14.00 to 120 0.0 0.0 0.0 44 41.49 0.0150 0.0 10.450 0.157 Vel= 3.64 44 41.85 2.157 0.0 10.000 8.938 K Factor = 14.00 to 120 0.0 0.0 0.0 45 83.34 0.0545 0.0 10.000 0.545 VeI= 7.32 45 43.11 2.157 1 12.307 6.750 9.483 K Factor = 14.00 to 120 0.0 12.307 0.0 20 126.45 0.1179 0.0 19.057 2.246 VeI= 11.10 0.0 126.45 11.729 KFactor= 36.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 39 42.04 2.157 0.0 10.450 9.019 K Factor = 14.00 to 120 0.0 0.0 0.0 41 42.04 0.0153 0.0 10.450 0.160 Vel = 3.69 41 42.42 2.157 0.0 10.000 9.179 K Factor = 14.00 to 120 0.0 0.0 0.0 42 84.46 0.0559 0.0 10.000 0.559 Vel = 7.42 42 43.69 2.157 IT 12.307 6.750 9.738 KFactor= 14.00 to 120 0.0 12.307 0.0 16 128.15 0.1208 0.0 19.057 2.302 VeI= 11.25 0.0 128.15 12.040 KFactor= 36.93 38 64.58 2.157 2T 24.613 27.580 21.280 KFactor= 14.00 to 120 0.0 24.613 1.875 12 64.58 0.0340 0.0 52.193 1.775 VeI= 5.67 0.0 64.58 24.930 KFactor= 12.93 35 40.50 2.157 0.0 10.450 8.369 K Factor = 14.00 to 120 0.0 0.0 0.0 36 40.5 0.0143 0.0 10.450 0.149 Vel = 3.56 36 40.86 2.157 0.0 10.000 8.518 K Factor = 14.00 to 120 0.0 0.0 0.0 37 81.36 0.0522 0.0 10.000 0.522 VeI= 7.14 37 42.09 2.157 IT 12.307 6.750 9.040 KFactor= 14.00 to 120 0.0 12.307 0.0 4 123.45 0.1127 0.0 19.057 2.148 Vel= 10.84 0.0 123.45 11.188 KFactor= 36.91 29 47.51 1.049 iT 5.0 0.750 11.518 KFactor= 14.00 to 120 0.0 5.000 0.0 30 47.51 0.6449 0.0 5.750 3.708 Vel = 17.64 30 0.0 1.38 IT 6.0 3.080 15.226 to 120 0.0 6.000 0.0 31 47.51 0.1697 0.0 9.080 1.541 VeI= 10.19 31 46.83 2.067 iT 10.0 4.750 16.767 to 120 0.0 10.000 2.057 32 94.34 0.0843 0.0 14.750 1.244 VeI= 9.02 32 0.0 3.26 0.0 5.420 20.068 to 120 0.0 0.0 0.0 33 94.34 0.0092 0.0 5.420 0.050 Vel = 3.63 33 0.0 6.357 0.0 4.000 20.118 to 120 0.0 0.0 0.0 5 94.34 0.0002 0.0 4.000 0.001 Vel = 0.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 THE TOWERS AT BRESSI Date 5/2/07 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 94.34 20.119 KFactor= 21.03 25 41.51 2.157 0.0 10.000 8.793 K Factor = 14.00 to 120 0.0 0.0 0.0 26 41.51 0.0150 0.0 10.000 0.150 Vel = 3.64 26 41.87 2.157 0.0 10.000 8.943 K Factor = 14.00 to 120 0.0 0.0 0.0 27 83.38 0.0545 0.0 10.000 0.545 VeI= 7.32 27 43.12 2.157 IT 12.307 3.250 9.488 K Factor = 14.00 to 120 0.0 12.307 0.0 28 126.5 0.1180 0.0 15.557 1.835 VeI= 11.11 28 124.21 2.157 iT 12.307 4.330 11.323 to 120 0.0 12.307 1.875 6 250.71 0.4181 0.0 16.637 6.956 Vel = 22.01 0.0 250.71 20.154 KFactor= 55.85 21 41.07 2.157 0.0 10.450 8.605 K Factor = 14.00 to 120 0.0 0.0 0.0 22 41.07 0.0147 0.0 10.450 0.154 Vel = 3.61 22 41.43 2.157 0.0 10.000 8.759 K Factor = 14.00 to 120 0.0 0.0 0.0 23 82.5 0.0535 0.0 10.000 0.535 Vel = 7.24 23 42.68 2.157 iT 12.307 6.750 9.294 K Factor = 14.00 to 120 0.0 12.307 0.0 24 125.18 0.1157 0.0 19.057 2.204 VeI= 10.99 24 127.49 2.157 IT 12.307 4.120 11.498 to 120 0.0 12.307 1.784 7 252.67 0.4242 0.0 16.427 6.968 Vel = 22.18 0.0 252.67 20.250 KFactor= 56.15 17 42.26 2.157 0.0 10.000 9.114 K Factor = 14.00 to 120 0.0 0.0 0.0 18 42.26 0.0155 0.0 10.000 0.155 Vel = 3.71 18 42.63 2.157 0.0 10.000 9.269 K Factor = 14.00 to 120 0.0 0.0 0.0 19 84.89 0.0564 0.0 10.000 0.564 Vel = 7.45 19 43.90 2.157 iT 12.307 3.250 9.833 K Factor = 14.00 to 120 0.0 12.307 0.0 20 128.79 0.1219 0.0 15.557 1.896 VeI= 11.31 20 126.45 2.157 1 12.307 3.910 11.729 to 120 0.0 12.307 1.698 8 255.24 0.4322 0.0 16.217 7.009 Vel = 22.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 9 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 255.24 20.436 KFactor= 56.46 13 42.83 2.157 0.0 10.000 9.359 K Factor = 14.00 to 120 0.0 0.0 0.0 14 42.83 0.0159 0.0 10.000 0.159 Vel = 3.76 14 43.19 2.157 0.0 10.000 9.518 K Factor = 14.00 to 120 0.0 0.0 0.0 15 86.02 0.0578 0.0 10.000 0.578 Vel = 7.55 15 44.49 2.157 1 12.307 3.250 10.096 KFactor= 14.00 to 120 0.0 12.307 0.0 16 130.51 0.1250 0.0 15.557 1.944 Vel= 11.46 16 128.15 2.157 1 12.307 3.700 12.040 to 120 0.0 12.307 1.607 9 258.66 0.4429 0.0 16.007 7.090 Vel = 22.71 0.0 258.66 20.737 K Factor= 56.80 10 64.44 2.157 2T 24.613 27.790 21.187 KFactor= 14.00 to 120 0.0 24.613 1.966 11 64.44 0.0339 0.0 52.403 1.775 Vel = 5.66 11 0.0 6.357 0.0 9.000 24.928 to 120 0.0 0.0 0.0 12 64.44 0.0002 0.0 9.000 0.002 Vel = 0.65 12 64.58 6.357 1E 17.603 54.330 24.930 to 120 1 37.72 55.323 0.0 TRK 129.02 0.0006 0.0 109.653 0.069 Vel = 1.30 0.0 129.02 24.999 KFactor= 25.80 1 41.26 2.157 0.0 10.000 8.686 KFactor= 14.00 to 120 0.0 0.0 0.0 2 41.26 0.0149 0.0 10.000 0.149 Vel = 3.62 2 41.61 2.157 0.0 10.000 8.835 KFactor= 14.00 to 120 0.0 0.0 0.0 3 82.87 0.0539 0.0 10.000 0.539 Vel = 7.28 3 42.87 2.157 1 12.307 3.250 9.374 KFactor= 14.00 to 120 0.0 12.307 0.0 4 125.74 0.1166 0.0 15.557 1.814 VeI= 11.04 4 123.45 2.157 IT 12.307 4.540 11.188 to 120 0.0 12.307 1.966 5 249.19 0.4134 0.0 16.847 6.965 Vel = 21.88 5 94.34 6.357 0.0 9.000 20.119 to 120 0.0 0.0 0.0 6 343.53 0.0039 0.0 9.000 0.035 Vel = 3.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 6 250.71 6.357 0.0 9.000 20.154 to 120 0.0 0.0 0.0 7 594.24 0.0107 0.0 9.000 0.096 Vel = 6.01 7 252.68 6.357 0.0 9.000 20.250 to 120 0.0 0.0 0.0 8 846.92 0.0207 0.0 9.000 0.186 Vel = 8.56 8 255.24 6.357 0.0 9.000 20.436 to 120 0.0 0.0 0.0 9 1102.16 0.0334 0.0 9.000 0.301 Vel= 11.14 9 258.65 6.357 1 17.603 30.830 20.737 to 120 IT 37.72 55.323 0.0 TRK 1360.81 0.0495 0.0 86.153 4.262 Vel = 13.76 TRK 129.03 6.357 1 17.603 22.500 24.999 to 120 0.0 17.603 9.745 C 1489.84 0.0585 0.0 40.103 2.346 VeI= 15.06 CR 0.0 8.249 2E 42.282 5.000 37.090 to 120 0.0 42.282 0.217 BRK 1489.84 0.0164 0.0 47.282 0.777 Vel = 8.94 BRK 0.0 8.249 IL 15.269 10.000 38.084 to 120 0.0 15.269 2.166 K1 1489.84 0.0164 0.0 25.269 0.415 Vel = 8.94 Kl 0.0 7.98 2E 54.365 143.000 40.665 to 150 2F 27.183 81.547 0.0 K2 1489.84 0.0128 0.0 224.547 2.872 VeI= 9.56 K2 0.0 8.27 2E 56.936 16.000 43.537 to 140 IT 55.354 112.290 4.500 *Fixed loss ....45 K3 1489.84 0.0122 0.0 128.290 1.567 VeI= 8.90 K3 0.0 7.98 1G 6.041 92.000 49.604 to 150 iT 52.855 58.895 0.0 L 1489.84 0.0128 0.0 150.895 1.930 VeI= 9.56 0.0 1489.84 51.534 K Factor = 207.54 A -90.58 7.98 2F 27.183 352.000 54.391 to 150 1G 6.041 33.222 0.0 B -90.58 -0.0001 0.0 385.222 -0.028 Vel = 0.58 B 0.0 7.98 1E 27.183 405.000 54.363 to 150 1G 6.041 86.077 0.0 C -90.58 -0.0001 IT 52.855 491.077 -0.035 Vel = 0.58 C 593.04 7.98 2F 27.183 180.000 54.328 to 150 2T 105.71 157.054 0.0 D 502.46 0.0017 4G 24.162 337.054 0.577 Vel = 3.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 11 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D 0.0 11.65 8G 64.398 719.000 54.905 to 150 IT 80.498 144.896 0.0 E 502.46 0.0003 0.0 863.896 0.235 Vel = 1.51 E 0.0 11.65 4G 32.199 379.000 55.140 to 150 0.0 32.200 0.0 TEST 502.46 0.0003 0.0 411.200 0.111 Vel = 1.51 0.0 502.46 55.251 K Factor= 67.60 C -593.05 7.98 4G 24.162 387.000 54.328 to 150 IF 13.591 37.754 0.0 M -593.05 -0.0023 0.0 424.754 -0.989 Vel = 3.80 M 1073.20 7.98 2G 12.081 220.000 53.339 to 150 0.0 12.082 0.0 N 480.15 0.0016 0.0 232.082 0.366 Vel = 3.08 N 157.34 7.98 2F 27.183 281.000 53.705 to 150 4G 24.162 104.199 0.0 Q 637.49 0.0027 IT 52.855 385.199 1.025 VeI= 4.09 Q 0.0 11.65 4G 32.199 438.000 54.730 to 150 IT 80.498 130.139 0.0 R 637.49 0.0004 1 17.441 568.139 0.239 Vel = 1.92 R 0.0 11.65 4G 32.199 620.000 54.969 to 150 1 17.441 49.641 0.0 TEST 637.49 0.0004 0.0 669.641 0.282 Vel = 1.92 0.0 637.49 55.251 K Factor= 85.76 F -916.64 7.98 IG 6.041 107.000 53.490 to 150 IT 52.855 72.487 0.0 G -916.64 -0.0052 IF 13.591 179.487 -0.935 Vel = 5.88 G 0.0 7.98 0.0 7.000 52.555 to 150 0.0 0.0 0.0 H -916.64 -0.0051 0.0 7.000 -0.036 Vel = 5.88 H 0.0 7.98 0.0 42.000 52.519 to 150 0.0 0.0 0.0 J -916.64 -0.0052 0.0 42.000 -0.219 Vel = 5.88 J 0.0 7.98 0.0 93.000 52.300 to 150 0.0 0.0 0.0 K -916.64 -0.0052 0.0 93.000 -0.484 Vel = 5.88 K 0.0 7.98 0.0 54.000 51.816 to 150 0.0 0.0 0.0 L -916.64 -0.0052 0.0 54.000 -0.282 Vel = 5.88 L 1989.84 7.98 1G 6.041 200.000 51.534 Qa = 500 to 150 1 52.855 58.895 0.0 M 1073.2 0.0070 0.0 258.895 1.805 Vel = 6.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 12 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1073.20 53.339 K Factor = 146.95 N -157.34 7.98 IF 13.591 64.000 53.705 to 150 1G 6.041 72.487 0.0 P -157.34 -0.0002 IT 52.855 136.487 -0.027 Vel = 1.01 P 0.0 7.98 5F 67.957 812.000 53.678 to 150 IG 6.041 126.852 0.0 F -157.34 -0.0002 iT 52.855 938.852 -0.188 Vel= 1.01 F 916.64 7.98 2F 27.183 153.000 53.490 to 150 2G 12.081 92.119 0.0 A 759.3 0.0037 iT 52.855 245.119 0.901 Vel= 4.87 A 90.58 7.98 2G 12.081 125.000 54.391 to 150 iT 52.855 64.937 0.0 TEST 849.88 0.0045 0.0 189.937 0.860 Vel = 5.45 0.0 849.88 55.251 KFactor= 114.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 As 0jo (52- APPROVED --- Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 Job Name : THE TOWERS AT BRESSI Building : BUILDING K Location : 6128 INNOVATION WAY System REMOTE AREA2 Contract Data File : Towers K2.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BITTED INDUSTRIAL FIRE SPRINKLER CO. Page 1 THE TOWERS AT BRESSI Date 5/2/07 Hydraulic Design Information Sheet Name - TOWERS AT BRESSI Date - 5/2/07 Location - 6128 INNOVATION WAY Building - BUILDING K System No. - REMOTE AREA2 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - O.H. 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle Density - .17 (X) Wet Make GLOBE D Area Per Sprinkler - 117 MAX. ( ) Dry Model GL E Elevation at Highest Outlet - 16T_10 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1/31/07 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 75 8 Press - R Residual Press - 74 Elev. - Well Flow - 1780 Proof Flow S Elevation - 385.0 U P Location - GATEWAY RD & INNOVATION WAY P L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K 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) INDUSTRIAL FIRE SPRINKLER CO. Page 2 THE TOWERS AT BRESSI Date 5/2/07 City Water Supply: Demand: Cl - Static Pressure : 75 Dl - Elevation : 8.554 C2 - Residual Pressure: 74 D2 - System Flow : 665.784 stem Pressure : 60.221 C2 - Residual Flow : 1780 D2 - S~Demand Hose Adj City)Hose ) D3 - System Demand : 915.784 Safety Margin : 14.486 150 140 130 p120 R110 E10° S90 s 80 U7° D2 R6° E 50 03 40 30 20/___ ___ 1 0 . I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 THE TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name ½ % 1 1½ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 I 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 THE TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 167 15.75 5.6 11.03 na 18.6 0.17 109.4 7.0 166 15.75 5.6 11.93 na 19.34 0.17 109.4 7.0 165 15.75 5.6 13.88 na 20.86 0.17 109.4 7.0 164 15.75 5.6 17.37 na 23.34 0.17 109.4 7.0 163 16.25 5.6 11.14 na 18.69 0.17 109.4 7.0 162 16.25 5.6 12.04 na 19.44 0.17 109.4 7.0 161 16.25 5.6 14.01 na 20.96 0.17 109.4 7.0 160 16.25 5.6 17.53 na 23.45 0.17 109.4 7.0 159 16.83 5.6 24.92 na 27.96 0.17 109.4 7.0 158 15.17 5.6 20.35 na 25.26 0.17 117 7.0 157 15.17 5.6 22.01 na 26.27 0.17 117 7.0 156 15.75 5.6 20.12 na 25.12 0.17 117 7.0 155 15.75 5.6 21.76 na 26.12 0.17 117 7.0 149 15.75 5.6 11.11 na 18.66 0.17 109.4 7.0 150 15.75 11.39 na 151 15.75 11.66 na 152 15.75 12.6 na 153 15.75 14.65 na 154 15.75 18.32 na 148 16.25 5.6 20.09 na 25.1 0.17 117 7.0 147 16.25 5.6 21.73 na 26.1 0.17 117 7.0 141 16.25 5.6 11.21 na 18.75 0.17 109.4 7.0 142 16.25 11.5 na 143 16.25 11.77 na 144 16.25 12.72 na 145 16.25 14.79 na 146 16.25 18.49 na 140 16.83 5.6 21.52 na 25.98 0.17 117 7.0 139 16.83 5.6 23.27 na 27.01 0.17 117 7.0 136 16.83 5.6 24.4 na 27.66 0.17 109.4 7.0 137 16.83 25.7 na 138 16.83 26.25 na 135 15.17 5.6 11.04 na 18.61 0.17 109.4 7.0 134 15.17 5.6 11.94 na 19.35 0.17 109.4 7.0 133 15.17 5.6 13.9 na 20.88 0.17 109.4 7.0 132 15.17 5.6 17.39 na 23.35 0.17 109.4 7.0 128 15.17 5.6 19.86 na 24.96 0.17 117 7.0 129 15.17 20.94 na 130 15.17 21.46 na 131 15.17 23.19 na 123 15.75 5.6 19.63 na 24.81 0.17 117 7.0 124 15.75 20.7 na 125 15.75 21.21 na 126 15.75 22.93 na 127 15.75 25.98 na 118 16.25 5.6 19.61 na 24.8 0.17 117 7.0 119 16.25 20.67 na 120 16.25 21.18 na 121 16.25 22.9 na 122 16.25 25.95 na 113 16.83 5.6 21.0 na 25.66 0.17 117 7.0 114 16.83 22.14 na 115 16.83 22.68 na 116 16.83 24.51 na 117 16.83 27.76 na 101 15.17 5.6 11.12 na 18.67 0.17 109.4 7.0 102 15.17 11.41 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard , INDUSTRIAL FIRE SPRINKLER CO. Page 5 THE TOWERS AT BRESSI Date 5/2/07 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 103 15.17 11.67 na 104 15.17 12.62 na 105 15.17 14.67 na 106 15.17 18.34 na 107 15.17 26.28 na 108 13.0 30.52 na 109 13.0 30.62 na 110 13.0 30.95 na 111 13.0 31.66 na 33 24.0 38.81 na 5 24.0 38.87 na 6 24.0 38.99 na 7 24.0 39.1 na 8 24.0 39.22 na 9 24.0 39.34 na TRK 24.0 40.48 na CR 1.5 50.75 na BRK 1.0 51.14 na Ki -4.0 53.4 na K2 -4.0 54.05 na K3 -4.0 58.9 na A -4.0 60.02 na B -4.0 60.01 na C -4.0 60.0 na D -4.0 60.14 na E -4.0 60.19 na TEST -4.0 60.22 na M -4.0 59.77 na N -4.0 59.85 na Q -4.0 60.1 na R -4.0 60.15 na F -4.0 59.8 na G -4.0 59.58 na H -4.0 59.57 na J -4.0 59.52 na K -4.0 59.4 na L -4.0 59.34 na 250.0 P -4.0 59.85 na The maximum velocity is 16.96 and it occurs in the pipe between nodes 107 and 108 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. CU or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 167 18.60 1.049 iT 5.0 0.500 11.030 K Factor = 5.60 to 120 0.0 5.000 0.0 151 18.6 0.1136 0.0 5.500 0.625 VeI= 6.90 0.0 18.60 11.655 K Factor = 5.45 166 19.34 1.049 iT 5.0 0.500 11.929 K Factor = 5.60 to 120 0.0 5.000 0.0 152 19.34 0.1224 0.0 5.500 0.673 Vel= 7.18 0.0 19.34 12.602 K Factor = 5.45 165 20.86 1.049 1 5.0 0.500 13.880 K Factor= 5.60 to 120 0.0 5.000 0.0 153 20.86 0.1407 0.0 5.500 0.774 VeI= 7.74 0.0 20.86 14.654 KFactor= 5.45 164 23.34 1.049 IT 5.0 0.500 17.369 K Factor = 5.60 to 120 0.0 5.000 0.0 154 23.34 0.1731 0.0 5.500 0.952 Vel = 8.66 0.0 23.34 18.321 K Factor = 5.45 163 18.69 1.049 IT 5.0 0.500 11.137 K Factor = 5.60 to 120 0.0 5.000 0.0 143 18.69 0.1147 0.0 5.500 0.631 Vel = 6.94 0.0 18.69 11.768 K Factor = 5.45 162 19.44 1.049 iT 5.0 0.500 12.045 K Factor = 5.60 to 120 0.0 5.000 0.0 144 19.44 0.1235 0.0 5.500 0.679 Vel = 7.22 0.0 19.44 12.724 K Factor = 5.45 161 20.96 1.049 1 5.0 0.500 14.013 K Factor =5.60 to 120 0.0 5.000 0.0 145 20.96 0.1420 0.0 5.500 0.781 Vel = 7.78 0.0 20.96 14.794 K Factor = 5.45 160 23.45 1.049 1 5.0 0.500 17.533 K Factor =5.60 to 120 0.0 5.000 0.0 146 23.45 0.1747 0.0 5.500 0.961 Vel = 8.71 0.0 23.45 18.494 K Factor= 5.45 159 27.96 1.049 1 5.0 0.500 24.920 K Factor = 5.60 to 120 0.0 5.000 0.0 138 27.96 0.2418 0.0 5.500 1.330 VeI= 10.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. CU or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 27.96 26.250 KFactor= 5.46 158 25.26 1.049 iT 5.0 0.500 20.353 K Factor = 5.60 to 120 0.0 5.000 0.0 130 25.26 0.2005 0.0 5.500 1.103 Vel= 9.38 0.0 25.26 21.456 K Factor = 5.45 157 26.27 1.049 iT 5.0 0.500 22.009 K Factor= 5.60 to 120 0.0 5.000 0.0 131 26.27 0.2155 0.0 5.500 1.185 Vel = 9.75 0.0 26.27 23.194 KFactor= 5.45 156 25.12 1.049 IT 5.0 0.500 20.119 K Factor = 5.60 to 120 0.0 5.000 0.0 125 25.12 0.1984 0.0 5.500 1.091 Vel = 9.33 0.0 25.12 21.210 KFactor= 5.45 155 26.12 1.049 1 5.0 0.500 21.757 K Factor = 5.60 to 120 0.0 5.000 0.0 126 26.12 0.2133 0.0 5.500 1.173 VeI= 9.70 0.0 26.12 22.930 KFactor= 5.45 149 18.66 1.049 1 2.0 0.500 11.106 K Factor = 5.60 to 120 0.0 2.000 0.0 150 18.66 0.1144 0.0 2.500 0.286 Vel= 6.93 150 0.0 1.38 0.0 8.750 11.392 to 120 0.0 0.0 0.0 151 18.66 0.0301 0.0 8.750 0.263 Vel = 4.00 151 18.60 1.38 0.0 8.750 11.655 to 120 0.0 0.0 0.0 152 37.26 0.1082 0.0 8.750 0.947 Vel = 7.99 152 19.34 1.38 0.0 8.750 12.602 to 120 0.0 0.0 0.0 153 56.6 0.2345 0.0 8.750 2.052 Vel= 12.14 153 20.86 1.38 0.0 8.750 14.654 to 120 0.0 0.0 0.0 154 77.46 0.4191 0.0 8.750 3.667 Vel = 16.62 154 23.34 1.61 2E 8.0 7.800 18.321 to 120 IT 8.0 16.000 0.0 127 100.8 0.3220 0.0 23.800 7.663 Vel = 15.89 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.80 25.984 KFactor= 19.77 148 25.10 1.049 IT 5.0 0.500 20.094 K Factor =5.60 to 120 0.0 5.000 0.0 120 25.1 0.1982 0.0 5.500 1.090 Vel = 9.32 0.0 25.10 21.184 K Factor = 5.45 147 26.10 1.049 iT 5.0 0.500 21.730 K Factor = 5.60 to 120 0.0 5.000 0.0 121 26.1 0.2131 0.0 5.500 1.172 Vel = 9.69 0.0 26.10 22.902 K Factor = 5.45 141 18.75 1.049 1 2.0 0.500 11.214 K Factor = 5.60 to 120 0.0 2.000 0.0 142 18.75 0.1152 0.0 2.500 0.288 Vel = 6.96 142 0.0 1.38 0.0 8.750 11.502 to 120 0.0 0.0 0.0 143 18.75 0.0304 0.0 8.750 0.266 Vel = 4.02 143 18.69 1.38 0.0 8.750 11.768 to 120 0.0 0.0 0.0 144 37.44 0.1093 0.0 8.750 0.956 Vel = 8.03 144 19.44 1.38 0.0 8.750 12.724 to 120 0.0 0.0 0.0 145 56.88 0.2366 0.0 8.750 2.070 Vel = 12.20 145 20.96 1.38 0.0 8.750 14.794 to 120 0.0 0.0 0.0 146 77.84 0.4229 0.0 8.750 3.700 Vel = 16.70 146 23.45 1.61 2E 8.0 6.960 18.494 to 120 IT 8.0 16.000 0.0 122 101.29 0.3249 0.0 22.960 7.459 Vel= 15.96 0.0 101.29 25.953 K Factor = 19.88 140 25.98 1.049 1T 5.0 0.500 21.521 K Factor = 5.60 to 120 0.0 5.000 0.0 115 25.98 0.2111 0.0 5.500 1.161 Vel= 9.64 0.0 25.98 22.682 KFactor= 5.46 139 27.01 1.049 1T 5.0 0.500 23.265 K Factor = 5.60 to 120 0.0 5.000 0.0 116 27.01 0.2269 0.0 5.500 1.248 Vel = 10.03 0.0 27.01 24.513 K Factor = 5.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER Co. Page 9 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 136 27.66 1.049 IT 5.0 0.500 24.400 K Factor = 5.60 to 120 0.0 5.000 0.0 137 27.66 0.2373 0.0 5.500 1.305 Vet = 10.27 137 0.0 1.38 0.0 8.750 25.705 to 120 0.0 0.0 0.0 138 27.66 0.0623 0.0 8.750 0.545 Vet = 5.93 138 27.96 1.61 IT 8.0 6.120 26.250 to 120 0.0 8.000 0.0 117 55.62 0.1072 0.0 14.120 1.514 Vel= 8.77 0.0 55.62 27.764 KFactor= 10.56 135 18.61 1.049 iT 5.0 0.500 11.044 K Factor = 5.60 to 120 0.0 5.000 0.0 103 18.61 0.1138 0.0 5.500 0.626 Vel = 6.91 0.0 18.61 11.670 K Factor = 5.45 134 19.35 1.049 1 5.0 0.500 11.945 K Factor= 5.60 to 120 0.0 5.000 0.0 104 19.35 0.1224 0.0 5.500 0.673 VeI= 7.18 0.0 19.35 12.618 K Factor = 5.45 133 20.88 1.049 1 5.0 0.500 13.898 K Factor = 5.60 to 120 0.0 5.000 0.0 105 20.88 0.1409 0.0 5.500 0.775 Vet = 7.75 0.0 20.88 14.673 K Factor = 5.45 132 23.35 1.049 IT 5.0 0.500 17.391 K Factor = 5.60 to 120 0.0 5.000 0.0 106 23.35 0.1733 0.0 5.500 0.953 Vel= 8.67 0.0 23.35 18.344 K Factor = 5.45 128 24.96 1.049 IT 5.0 0.500 19.862 K Factor= 5.60 to 120 0.0 5.000 0.0 129 24.96 0.1960 0.0 5.500 1.078 Vet = 9.27 129 0.0 1.38 0.0 10.000 20.940 to 120 0.0 0.0 0.0 130 24.96 0.0516 0.0 10.000 0.516 Vel = 5.35 130 25.26 1.38 0.0 9.250 21.456 to 120 0.0 0.0 0.0 131 50.22 0.1879 0.0 9.250 1.738 Vet = 10.77 131 26.27 1.38 iT 6.0 1.540 23.194 to 120 0.0 6.000 0.0 107 76.49 0.4094 0.0 7.540 3.087 Vet = 16.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 76.49 26.281 K Factor= 14.92 123 24.81 1.049 IT 5.0 0.500 19.633 K Factor= 5.60 to 120 0.0 5.000 0.0 124 24.81 0.1940 0.0 5.500 1.067 Vel= 9.21 124 0.0 1.38 0.0 10.000 20.700 to 120 0.0 0.0 0.0 125 24.81 0.0510 0.0 10.000 0.510 Vel = 5.32 125 25.12 1.38 0.0 9.250 21.210 to 120 0.0 0.0 0.0 126 49.93 0.1859 0.0 9.250 1.720 Vel = 10.71 126 26.12 1.38 iT 6.0 1.540 22.930 to 120 0.0 6.000 0.0 127 76.05 0.4050 0.0 7.540 3.054 Vel = 16.31 127 100.81 2.067 iT 10.0 2.750 25.984 to 120 0.0 10.000 1.191 109 176.86 0.2698 0.0 12.750 3.440 VeI= 16.91 0.0 176.86 30.615 KFactor= 31.96 118 24.80 1.049 iT 5.0 0.500 19.609 K Factor = 5.60 to 120 0.0 5.000 0.0 119 24.8 0.1936 0.0 5.500 1.065 VeI= 9.21 119 0.0 1.38 0.0 10.000 20.674 to 120 0.0 0.0 0.0 120 24.8 0.0510 0.0 10.000 0.510 Vel = 5.32 120 25.10 1.38 0.0 9.250 21.184 to 120 0.0 0.0 0.0 121 49.9 0.1857 0.0 9.250 1.718 Vel = 10.70 121 26.11 1.38 IT 6.0 1.540 22.902 to 120 0.0 6.000 0.0 122 76.01 0.4046 0.0 7.540 3.051 Vel = 16.30 122 101.28 2.067 iT 10.0 3.250 25.953 to 120 0.0 10.000 1.408 110 177.29 0.2709 0.0 13.250 3.590 Vel = 16.95 0.0 177.29 30.951 KFactor= 31.87 113 25.66 1.049 iT 5.0 0.500 21.004 K Factor = 5.60 to 120 0.0 5.000 0.0 114 25.66 0.2065 0.0 5.500 1.136 VeI= 9.53 114 0.0 1.38 0.0 10.000 22.140 to 120 0.0 0.0 0.0 115 25.66 0.0542 0.0 10.000 0.542 Vel = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 11 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 115 25.98 1.38 0.0 9.250 22.682 to 120 0.0 0.0 0.0 116 51.64 0.1979 0.0 9.250 1.831 Vel= 11.08 116 27.02 1.38 IT 6.0 1.540 24.513 to 120 0.0 6.000 0.0 117 78.66 0.4312 0.0 7.540 3.251 Vel = 16.87 117 55.61 2.067 IT 10.0 3.830 27.764 to 120 0.0 10.000 1.659 111 134.27 0.1620 0.0 13.830 2.241 VeI= 12.84 0.0 134.27 31.664 KFactor= 23.86 101 18.67 1.049 1E 2.0 0.500 11.120 K Factor = 5.60 to 120 0.0 2.000 0.0 102 18.67 0.1148 0.0 2.500 0.287 Vel = 6.93 102 0.0 1.38 0.0 8.750 11.407 to 120 0.0 0.0 0.0 103 18.67 0.0301 0.0 8.750 0.263 Vel = 4.00 103 18.61 1.38 0.0 8.750 11.670 to 120 0.0 0.0 0.0 104 37.28 0.1083 0.0 8.750 0.948 Vel = 8.00 104 19.36 1.38 0.0 8.750 12.618 to 120 0.0 0.0 0.0 105 56.64 0.2349 0.0 8.750 2.055 Vel = 12.15 105 20.88 1.38 0.0 8.750 14.673 to 120 0.0 0.0 0.0 106 77.52 0.4195 0.0 8.750 3.671 Vel = 16.63 106 23.35 1.61 2E 8.0 8.620 18.344 to 120 iT 8.0 16.000 0.0 107 100.87 0.3224 0.0 24.620 7.937 Vel = 15.90 107 76.49 2.067 IT 10.0 2.170 26.281 to 120 0.0 10.000 0.940 108 177.36 0.2712 0.0 12.170 3.301 Vel = 16.96 108 0.0 4.26 0.0 11.670 30.522 to 120 0.0 0.0 0.0 109 177.36 0.0080 0.0 11.670 0.093 Vel = 3.99 109 176.86 4.26 0.0 11.670 30.615 to 120 0.0 0.0 0.0 110 354.22 0.0288 0.0 11.670 0.336 VeI= 7.97 110 177.29 4.26 0.0 11.670 30.951 to 120 0.0 0.0 0.0 111 531.51 0.0611 0.0 11.670 0.713 Vel= 11.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 12 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 111 134.27 4.26 4E 52.668 49.670 31.664 to 120 1 26.334 79.002 -4.764 33 665.78 0.0926 0.0 128.672 11.914 Vel = 14.99 33 0.0 6.357 0.0 4.000 38.814 to 120 0.0 0.0 0.0 5 665.78 0.0132 0.0 4.000 0.053 Vet = 6.73 5 0.0 6.357 0.0 9.000 38.867 to 120 0.0 0.0 0.0 6 665.78 0.0132 0.0 9.000 0.119 Vet = 6.73 6 0.0 6.357 0.0 9.000 38.986 to 120 0.0 0.0 0.0 7 665.78 0.0131 0.0 9.000 0.118 Vel = 6.73 7 0.0 6.357 0.0 9.000 39.104 to 120 0.0 0.0 0.0 8 665.78 0.0132 0.0 9.000 0.119 Vet = 6.73 8 0.0 6.357 0.0 9.000 39.223 to 120 0.0 0.0 0.0 9 665.78 0.0132 0.0 9.000 0.119 Vet = 6.73 9 0.0 6.357 1E 17.603 30.830 39.342 to 120 iT 37.72 55.323 0.0 TRK 665.78 0.0132 0.0 86.153 1.135 Vet = 6.73 TRK 0.0 6.357 iZ 17.603 22.500 40.477 to 120 0.0 17.603 9.745 CR 665.78 0.0132 0.0 40.103 0.529 Vel = 6.73 CR 0.0 8.249 2E 42.282 5.000 50.751 to 120 0.0 42.282 0.217 BRK 665.78 0.0037 0.0 47.282 0.174 Vet = 4.00 BRK 0.0 8.249 1L 15.269 10.000 51.142 to 120 0.0 15.269 2.166 Ki 665.78 0.0037 0.0 25.269 0.094 Vet = 4.00 KI 0.0 7.98 2E 54.365 143.000 53.402 to 150 2F 27.183 81.547 0.0 K2 665.78 0.0029 0.0 224.547 0.647 Vel = 4.27 K2 0.0 8.27 2E 56.936 16.000 54.049 to 140 iT 55.354 112.290 4.500 *Fixed loss ....45 K3 665.78 0.0028 0.0 128.290 0.353 Vet = 3.98 K3 0.0 7.98 1 6.041 92.000 58.902 to 150 iT 52.855 58.895 0.0 L 665.78 0.0029 0.0 150.895 0.435 Vet = 4.27 0.0 665.78 59.337 KFactor= 86.43 A -41.69 7.98 2F 27.183 352.000 60.017 to 150 1G 6.041 33.222 0.0 B -41.69 0.0 0.0 385.222 -0.007 Vet = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 13 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B 0.0 7.98 1E 27.183 405.000 60.010 to 150 1G 6.041 86.077 0.0 C -41.69 0.0 IT 52.855 491.077 -0.008 Vel = 0.27 C 272.94 7.98 2F 27.183 180.000 60.002 to 150 2T 105.71 157.054 0.0 D 231.25 0.0004 4G 24.162 337.054 0.137 VeI= 1.48 D 0.0 11.65 8G 64.398 719.000 60.139 to 150 iT 80.498 144.896 0.0 E 231.25 0.0001 0.0 863.896 0.056 Vel = 0.70 E 0.0 11.65 4G 32.199 379.000 60.195 to 150 0.0 32.200 0.0 TEST 231.25 0.0001 0.0 411.200 0.026 Vel = 0.70 0.0 231.25 60.221 K Factor= 29.80 C -272.94 7.98 4G 24.162 387.000 60.002 to 150 IF 13.591 37.754 0.0 M -272.94 -0.0006 0.0 424.754 -0.236 Vel = 1.75 M 493.92 7.98 2G 12.081 220.000 59.766 to 150 0.0 12.082 0.0 N 220.98 0.0004 0.0 232.082 0.087 Vel= 1.42 N 72.41 7.98 2F 27.183 281.000 59.853 to 150 4G 24.162 104.199 0.0 Q 293.39 0.0006 IT 52.855 385.199 0.244 Vel = 1.88 Q 0.0 11.65 4G 32.199 438.000 60.097 to 150 iT 80.498 130.139 0.0 R 293.39 0.0001 iF 17.441 568.139 0.057 Vel = 0.88 R 0.0 11.65 4G 32.199 620.000 60.154 to 150 IF 17.441 49.641 0.0 TEST 293.39 0.0001 0.0 669.641 0.067 Vel = 0.88 0.0 293.39 60.221 K Factor= 37.81 F -421.86 7.98 IG 6.041 107.000 59.802 to 150 IT 52.855 72.487 0.0 G -421.86 -0.0012 IF 13.591 179.487 -0.222 VeI= 2.71 G 0.0 7.98 0.0 7.000 59.580 to 150 0.0 0.0 0.0 H -421.86 -0.0013 0.0 7.000 -0.009 Vel = 2.71 H 0.0 7.98 0.0 42.000 59.571 to 150 0.0 0.0 0.0 J -421.86 -0.0012 0.0 42.000 -0.052 Vel = 2.71 -- J 0.0 7.98 0.0 93.000 59.519 to 150 0.0 0.0 0.0 K -421.86 -0.0012 0.0 93.000 -0.115 Vel = 2.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 14 TOE TOWERS ATBRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K 0.0 7.98 0.0 54.000 59.404 to 150 0.0 0.0 0.0 L -421.86 -0.0012 0.0 54.000 -0.067 Vet = 2.71 L 915.78 7.98 IG 6.041 200.000 59.337 Qa = 250 to 150 IT 52.855 58.895 0.0 M 493.92 0.0017 0.0 258.895 0.429 Vel = 3.17 0.0 493.92 59.766 KFactor= 63.89 N -72.41 7.98 IF 13.591 64.000 59.853 to 150 IG 6.041 72.487 0.0 P -72.41 0.0 IT 52.855 136.487 -0.006 Vel = 0.46 P 0.0 7.98 5F 67.957 812.000 59.847 to 150 IG 6.041 126.852 0.0 F -72.41 0.0 IT 52.855 938.852 -0.045 Vet = 0.46 F 421.86 7.98 2F 27.183 153.000 59.802 to 150 2G 12.081 92.119 0.0 A 349.45 0.0009 iT 52.855 245.119 0.215 Vet = 2.24 A 41.69 7.98 2G 12.081 125.000 60.017 to 150 iT 52.855 64.937 0.0 TEST 391.14 0.0011 0.0 189.937 0.204 Vet = 2.51 0.0 391.14 60.221 K Factor= 50.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 APPROVED AS JITTED Al UOY, CARLSBAD FIR 9EPARTMENT --- Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 Job Name : THE TOWERS AT BRESSI Building : BUILDING K Location : 6128 INNOVATION WAY System : REMOTE AREA3 Contract Data File : Towers K3.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. Page 1 THE TOWERS AT BRESSI Date 5/2/07 Hydraulic Design Information Sheet Name - TOWERS AT BRESSI Date - 5/2/07 Location - 6128 INNOVATION WAY Building - BUILDING K System No. - REMOTE AREA3 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9 1 _2 Occupancy - LIGHT S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figur S Other T Specific Ruling E M Area of Sprinkler Operation - 900 Density - .10 D Area Per Sprinkler - 178 MAX E Elevation at Highest Outlet - 9-2" S Hose Allowance - Inside - I Rack Sprinkler Allowance - G Hose Allowance - Outside - 100 N Note 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Curve Made By Date System Type Sprinkler/Nozzle (X) Wet Make GLOBE Dry Model GL Deluge Size 1/2" Preaction K-Factor 5.6 Other Temp.Rat.155 Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1/31/07 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 75 @ Press - R Residual Press - 74 Elev. - Well Flow - 1780 Proof Flow S Elevation - 385.0 U P Location - GATEWAY RD & INNOVATION WAY P L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K 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) INDUSTRIAL FIRE SPRINKLER CO. Page 2 THE TOWERS AT BRESSI Date 5/2/07 City Water Supply: Demand: CI - Static Pressure : 75 Dl - Elevation : 5.704 02 - Residual Pressure: 74 D2 - System Flow : 186.325 stem Pressure : 37.892 02 - Residual Flow : 1780 D2 - SrDemand Hose Adj City)________Hose ) : 100 D3 - System Demand : 286.325 Safety Margin : 37.074 150 • - ____ ______ ________ __________ ___________ _____________ ______________ ________________ 140 130 p120 R° E10° S 90 s80 u7° R6° D E5° 40 30 13 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary INDUSTRIAL FIRE SPRINKLER CO. Page 3 THE TOWERS AT BRESSI Date 5/2/07 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T 90 Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD INDUSTRIAL FIRE SPRINKLER Co. Page 4 THE TOWERS AT BRESSI Date 5/2/07 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. D001 9.17 5.6 12.87 na 20.09 0.1 153 7.0 D002 9.17 5.6 14.39 na 21.24 0.1 178 7.0 D003 9.17 5.6 13.19 na 20.33 0.1 153 7.0 D004 9.17 5.6 10.1 na 17.8 0.1 178 7.0 D005 9.17 5.6 11.07 na 18.63 0.1 173 7.0 D006 9.17 5.6 9.85 na 17.57 0.1 80 7.0 D007 9.17 5.6 9.59 na 17.34 0.1 148 7.0 D008 9.17 5.6 10.33 na 18.0 0.1 153 7.0 D009 9.17 5.6 9.58 na 17.33 0.1 144 7.0 D010 9.17 5.6 10.31 na 17.98 0.1 153 7.0 223 9.67 9.62 na 222 9.67 13.3 na 219 9.67 9.61 na 220 10.0 9.95 na 221 10.0 10.26 na 218 9.67 10.15 na 217 9.67 10.38 na 216 9.67 11.14 na 213 9.67 12.98 na 214 10.0 13.87 na 215 10.0 14.21 na 211 9.67 14.53 na 212 10.0 15.53 na 207 9.67 9.89 na 208 10.0 10.55 na 209 10.0 10.75 na 210 10.0 10.83 na 201 9.67 10.36 na 202 10.0 10.74 na 203 10.0 11.08 na 204 10.0 11.89 na 205 10.0 15.12 na 206 10.0 15.96 na 235 10.0 18.76 na 236 26.0 18.18 na 32 24.0 19.12 na 33 24.0 19.29 na 5 24.0 19.3 na 6 24.0 19.31 na 7 24.0 19.32 na 8 24.0 19.33 na 9 24.0 19.34 na TRK 24.0 19.45 na CR 1.5 29.25 na BRK 1.0 29.48 na Ki -4.0 31.65 na K2 -4.0 31.71 na K3 -4.0 37.75 na A -4.0 37.87 na B -4.0 37.87 na C -4.0 37.87 na D -4.0 37.88 na E -4.0 37.89 na TEST -4.0 37.89 na M -4.0 37.84 na N -4.0 37.85 na Q -4.0 37.88 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 THE TOWERS AT BRESSI Date 5/2/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. R -4.0 37.88 na F -4.0 37.84 na G -4.0 37.82 na H -4.0 37.82 na J -4.0 37.81 na K -4.0 37.8 na L -4.0 37.79 na 100.0 P -4.0 37.85 na The maximum velocity is 16.36 and it occurs in the pipe between nodes 206 and 235 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D001 20.09 1.049 IE 2.0 0.500 12.871 K Factor = 5.60 to 120 0.0 2.000 -0.217 213 20.09 0.1316 0.0 2.500 0.329 Vel = 7.46 0.0 20.09 12.983 KFactor= 5.58 D002 21.24 1.049 1E 2.0 0.500 14.385 K Factor = 5.60 to 120 0.0 2.000 -0.217 211 21.24 0.1456 0.0 2.500 0.364 VeI= 7.88 0.0 21.24 14.532 KFactor= 5.57 D003 20.33 1.049 1 2.0 0.500 13.186 K Factor = 5.60 to 120 0.0 2.000 -0.217 222 20.33 0.1344 0.0 2.500 0.336 Vel = 7.55 0.0 20.33 13.305 K Factor = 5.57 D004 17.80 1.049 1 2.0 0.500 10.103 K Factor =5.60 to 120 0.0 2.000 -0.217 218 17.8 0.1052 0.0 2.500 0.263 Vel = 6.61 0.0 17.80 10.149 K Factor = 5.59 D005 18.63 1.049 1 2.0 0.500 11.068 K Factor = 5.60 to 120 0.0 2.000 -0.217 216 18.63 0.1140 0.0 2.500 0.285 Vel = 6.92 0.0 18.63 11.136 KFactor= 5.58 D006 17.57 1.049 1 E 2.0 0.500 9.849 K Factor = 5.60 to 120 0.0 2.000 -0.217 207 17.57 0.1028 0.0 2.500 0.257 Vel = 6.52 0.0 17.57 9.889 KFactor= 5.59 D007 17.34 1.049 1E 2.0 0.500 9.591 K Factor = 5.60 to 120 0.0 2.000 -0.217 223 17.34 0.1000 0.0 2.500 0.250 Vel = 6.44 0.0 17.34 9.624 K Factor = 5.59 D008 18.00 1.049 1 2.0 0.500 10.329 K Factor = 5.60 to 120 0.0 2.000 -0.217 217 18.0 0.1072 0.0 2.500 0.268 VeI= 6.68 0.0 18.00 10.380 KFactor= 5.59 D009 17.33 1.049 1E 2.0 0.500 9.577 K Factor= 5.60 to 120 0.0 2.000 -0.217 219 17.33 0.1000 0.0 2.500 0.250 Vel = 6.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 THE TOWERS AT BRESSI Date 5/2/07 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 17.33 9.610 K Factor = 5.59 D010 17.98 1.049 1E 2.0 0.500 10.314 K Factor= 5.60 to 120 0.0 2.000 -0.217 201 17.98 0.1072 0.0 2.500 0.268 Vel = 6.67 0.0 17.98 10.365 K Factor = 5.58 223 17.34 1.049 1 2.0 0.830 9.624 to 120 1 5.0 7.000 -0.143 221 17.34 0.1000 0.0 7.830 0.783 Vel = 6.44 0.0 17.34 . 10.264 KFactor= 5.41 222 20.33 1.049 1E 2.0 0.830 13.305 to 120 1 5.0 7.000 -0.143 215 20.33 0.1341 0.0 7.830 1.050 Vel = 7.55 0.0 20.33 14.212 K Factor = 5.39 219 17.33 1.049 2E 4.0 0.830 9.610 to 120 0.0 4.000 -0.143 220 17.33 0.0998 0.0 4.830 0.482 Vel = 6.43 220 0.0 1.38 0.0 12.000 9.949 to 120 0.0 0.0 0.0 221 17.33 0.0262 0.0 12.000 0.315 Vel = 3.72 221 17.34 1.38 0.0 5.080 10.264 to 120 0.0 0.0 0.0 209 34.67 0.0947 0.0 5.080 0.481 Vel = 7.44 0.0 34.67 10.745 K Factor= 10.58 218 17.80 1.049 1E 2.0 0.830 10.149 to 120 1 5.0 7.000 -0.143 210 17.8 0.1049 0.0 7.830 0.821 Vet = 6.61 0.0 17.80 10.827 KFactor= 5.41 217 18.00 1.049 1 2.0 0.830 10.380 to 120 IT 5.0 7.000 -0.143 203 18.0 0.1072 0.0 7.830 0.839 Vel = 6.68 0.0 18.00 11.076 K Factor = 5.41 216 18.63 1.049 1E 2.0 0.830 11.136 to 120 1 5.0 7.000 -0.143 204 18.63 0.1142 0.0 7.830 0.894 VeI= 6.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 18.63 11.887 K Factor = 5.40 213 20.09 1.049 1 2.0 0.830 12.983 to 120 IT 5.0 7.000 -0.143 214 20.09 0.1312 0.0 7.830 1.027 Vel = 7.46 214 0.0 1.38 0.0 10.000 13.867 to 120 0.0 0.0 0.0 215 20.09 0.0345 0.0 10.000 0.345 Vel = 4.31 215 20.34 1.38 1 6.0 1.250 14.212 to 120 0.0 6.000 0.0 205 40.43 0.1259 0.0 7.250 0.913 Vel = 8.67 0.0 40.43 15.125 KFactor= 10.40 211 21.24 1.049 1 2.0 0.830 14.532 to 120 1 5.0 7.000 -0.143 212 21.24 0.1455 0.0 7.830 1.139 VeI= 7.88 212 0.0 1.38 IT 6.0 5.250 15.528 to 120 0.0 6.000 0.0 206 21.24 0.0382 0.0 11.250 0.430 Vel = 4.56 0.0 21.24 15.958 KFactor= 5.32 207 17.57 1.049 1E 2.0 0.830 9.889 to 120 IT 5.0 7.000 -0.143 208 17.57 0.1024 0.0 7.830 0.802 Vel = 6.52 208 0.0 1.61 1 8.0 7.500 10.548 to 120 0.0 8.000 0.0 209 17.57 0.0127 0.0 15.500 0.197 VeI= 2.77 209 34.68 2.067 0.0 2.910 10.745 to 120 0.0 0.0 0.0 210 52.25 0.0282 0.0 2.910 0.082 Vel = 5.00 210 17.80 1.38 1T 6.0 8.750 10.827 to 120 0.0 6.000 0.0 206 70.05 0.3479 0.0 14.750 5.131 Vel= 15.03 0.0 70.05 15.958 K Factor = 17.54 201 17.98 1.049 2E 4.0 0.830 10.365 to 120 0.0 4.000 -0.143 202 17.98 0.1068 0.0 4.830 0.516 Vel = 6.67 202 0.0 1.38 0.0 12.000 10.738 to 120 0.0 0.0 0.0 203 17.98 0.0282 0.0 12.000 0.338 VeI= 3.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 9 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 203 18.00 1.38 0.0 8.000 11.076 to 120 0.0 0.0 0.0 204 35.98 0.1014 0.0 8.000 0.811 Vel = 7.72 204 18.63 1.38 iT 6.0 8.750 11.887 to 120 0.0 6.000 0.0 205 54.61 0.2195 0.0 14.750 3.238 VeI= 11.71 205 40.43 2.157 0.0 12.000 15.125 to 120 0.0 0.0 0.0 206 95.04 0.0694 0.0 12.000 0.833 Vel= 8.34 206 91.28 2.157 IE 6.153 5.450 15.958 to 120 0.0 6.153 0.0 235 186.32 0.2415 0.0 11.603 2.802 Vet = 16.36 235 0.0 2.157 iT 12.307 14.000 18.760 to 120 0.0 12.307 -6.930 236 186.32 0.2415 0.0 26.307 6.352 Vet = 16.36 236 0.0 3.26 0.0 2.170 18.182 to 120 0.0 0.0 0.866 32 186.32 0.0323 0.0 2.170 0.070 Vel = 7.16 32 0.0 3.26 0.0 5.420 19.118 to 120 0.0 0.0 0.0 33 186.32 0.0323 0.0 5.420 0.175 Vel = 7.16 33 0.0 6.357 0.0 4.000 19.293 to 120 0.0 0.0 0.0 5 186.32 0.0012 0.0 4.000 0.005 Vet = 1.88 5 0.0 6.357 0.0 9.000 19.298 to 120 0.0 0.0 0.0 6 186.32 0.0012 0.0 9.000 0.011 Vet = 1.88 6 0.0 6.357 0.0 9.000 19.309 to 120 0.0 0.0 0.0 7 186.32 0.0013 0.0 9.000 0.012 Vel = 1.88 7 0.0 6.357 0.0 9.000 19.321 to 120 0.0 0.0 0.0 8 186.32 0.0012 0.0 9.000 0.011 Vel = 1.88 8 0.0 6.357 0.0 9.000 19.332 to 120 0.0 0.0 0.0 9 186.32 0.0012 0.0 9.000 0.011 Vel = 1.88 9 0.0 6.357 1E 17.603 30.830 19.343 to 120 IT 37.72 55.323 0.0 TRK 186.32 0.0013 0.0 86.153 0.108 Vel = 1.88 TRK 0.0 6.357 1Z 17.603 22.500 19.451 to 120 0.0 17.603 9.745 CR 186.32 0.0012 0.0 40.103 0.050 VeI= 1.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn CR 0.0 8.249 2E 42.282 5.000 29.246 to 120 0.0 42.282 0.217 BRK 186.32 0.0003 0.0 47.282 0.016 Vel = 1.12 BRK 0.0 8.249 1L 15.269 10.000 29.479 to 120 0.0 15.269 2.166 Ki 186.32 0.0003 0.0 25.269 0.008 Vet = 1.12 KI 0.0 7.98 2E 54.365 143.000 31.653 to 150 2F 27.183 81.547 0.0 K2 186.32 0.0003 0.0 224.547 0.062 Vel = 1.20 K2 0.0 8.27 2E 56.936 16.000 31.715 to 140 iT 55.354 112.290 6.000 *Fixed loss .6 K3 186.32 0.0003 0.0 128.290 0.033 Vet= 1.11 K3 0.0 7.98 IG 6.041 92.000 37.748 to 150 iT 52.855 58.895 0.0 L 186.32 0.0003 0.0 150.895 0.041 Vet = 1.20 0.0 186.32 37.789 KFactor= 30.31 A -13.03 7.98 2F 27.183 352.000 37.868 to 150 1G 6.041 33.222 0.0 B -13.03 0.0 0.0 385.222 0.0 Vel = 0.08 B 0.0 7.98 IE 27.183 405.000 37.868 to 150 1G 6.041 86.077 0.0 C -13.03 0.0 IT 52.855 491.077 -0.001 Vet = 0.08 C 85.33 7.98 2F 27.183 180.000 37.867 to 150 2T 105.71 157.054 0.0 D 72.3 0.0 4G 24.162 337.054 0.016 Vet = 0.46 D 0.0 11.65 8G 64.398 7.19.000 37.883 to 150 IT 80.498 144.896 0.0 E 72.3 0.0 0.0 863.896 0.006 . Vet = 0.22 E 0.0 11.65 4G 32.199 379.000 37.889 to 150 0.0 32.200 0.0 TEST 72.3 0.0 0.0 411.200 0.003 Vet = 0.22 0.0 72.30 37.892 KFactor= 11.75 C -85.34 7.98 4G 24.162 387.000 37.867 to 150 iF 13.591 37.754 0.0 M -85.34 -0.0001 0.0 424.754 -0.028 Vet = 0.55 M 154.43 7.98 2G 12.081 220.000 37.839 to 150 0.0 12.082 0.0 N 69.09 0.0 0.0 232.082 0.010 Vet = 0.44 N 22.64 7.98 2F 27.183 281.000 37.849 to 150 4G 24.162 104.199 0.0 Q 91.73 0.0001 IT 52.855 385.199 0.029 Vet = 0.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 11 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. 'IC" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Q 0.0 11.65 4G 32.199 438.000 37.878 to 150 iT 80.498 130.139 0.0 R 91.73 0.0 IF 17.441 568.139 0.006 Vel = 0.28 R 0.0 11.65 4G 32.199 620.000 37.884 to 150 IF 17.441 49.641 0.0 TEST 91.73 0.0 0.0 669.641 0.008 Vel = 0.28 0.0 91.73 37.892 K Factor = 14.90 F -131.90 7.98 1 6.041 107.000 37.843 to 150 IT 52.855 72.487 0.0 G -131.9 -0.0001 IF 13.591 179.487 -0.025 Vel = 0.85 G 0.0 7.98 0.0 7.000 37.818 to 150 0.0 0.0 0.0 H -131.9 -0.0003 0.0 7.000 -0.002 Vel = 0.85 H 0.0 7.98 0.0 42.000 37.816 to 150 0.0 0.0 0.0 J -131.9 -0.0001 0.0 42.000 -0.006 Vet = 0.85 J 0.0 7.98 0.0 93.000 37.810 to 150 0.0 0.0 0.0 K -131.9 -0.0001 0.0 93.000 -0.013 Vet = 0.85 K 0.0 7.98 0.0 54.000 37.797 to 150 0.0 0.0 0.0 L -131.9 -0.0001 0.0 54.000 -0.008 Vel = 0.85 L 286.33 7.98 IG 6.041 200.000 37.789 Qa = 100 to 150 iT 52.855 58.895 0.0 M 154.43 0.0002 0.0 258.895 0.050 Vel = 0.99 0.0 154.43 37.839 K Factor = 25.11 N -22.64 7.98 IF 13.591 64.000 37.849 to 150 IG 6.041 72.487 0.0 P -22.64 0.0 IT 52.855 136.487 0.0 Vel = 0.15 P 0.0 7.98 5F 67.957 812.000 37.849 to 150 1G 6.041 126.852 0.0 F -22.64 0.0 IT 52.855 938.852 -0.006 Vel = 0.15 F 131.90 7.98 2F 27.183 153.000 37.843 to 150 2G 12.081 92.119 0.0 A 109.26 0.0001 iT 52.855 245.119 0.025 Vel= 0.70 A 13.03 7.98 2G 12.081 125.000 37.868 to 150 IT 52.855 64.937 0.0 TEST 122.29 0.0001 0.0 189.937 0.024 Vet = 0.78 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 12 THE TOWERS AT BRESSI Date 5/2/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 122.29 37.892 KFactor= 19.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087