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2544 CAMPBELL PL; ; AS060258; Permit
City of Carlsbad Sprinkler Permit Permit No: AS060258 Job Address: 2544 CAMPBELL PL Permit Type: SPRINK Parcel No: 2132610700 Lot #: 0 Reference No.: Status: ISSUED Applied 11/2/2006 Approved: 11/2/2006 Issued: 11/2/2006 Inspector: Project Title: BRESSI RANCH LOT 16 FIRE SPRINKLER INSPECTIONS Applicant: INDUSTRIAL FIRE SPRINKLER CO., 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 Owner: RED TEXAS REALTY L L C C/O ST. CROIX CAPITAL CORP 4350 EXECUTIVE DR #301 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 372 0 372 0 - Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 Job Name : BRESSI RANCH LOT 16 Building : BUILDING B Location : 2544 CAMPBELL PLACE System REMOTE AREA5 Contract Data File : Bressi-8.WXF Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. Page 1 BRESSI RANCH LOT 16 Date 9/5/06 Hydraulic Desian Information Sheet Name - BRESSI RANCH LOT 16 Date - 9/5/06 Location - 2544 CAMPBELL PLACE Building - BUILDING B System No. - REMOTE AREA5 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-5 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - VARIES Occupancy - ORDINARY GROUP 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 - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make GLOBE D Area Per Sprinkler - 102 MAX. ( ) Dry Model GL E Elevation at Highest Outlet - 288.5" ( ) 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 Water Flow Test: Date of Test - 9/5/06 Time of Test - Static Press - 90 Residual Press - 88 Flow - 1272 Elevation - 323.0 Location - CAMPBELL PLACE Pump Data: Tank or Reservoir: Cap. - Rated Cap.- Elev.- @ Press - Elev. - Well Proof Flow W A T E R S U P P L Y Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST 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 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 BRESSI RANCH LOT 16 Date 9/5/06 City Water Supply: Demand: Cl - Static Pressure : 90 Dl - Elevation : 19.381 C2 - Residual Pressure: 88 D2 - System Flow : 396.891 stem Pressure : 80.083 HoseAdj Ci C2 - Residual Flow : 1272 D2 - SrDemaV) Hose D3 - System Demand : 646.891 Safety Margin : 9.345 150 140 130 P 120 R° E100 Cl _ C2 S90 02 s80 U70 R6° E50 ° 4 30 DI 20 I 10 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 BRESSI RANCH LOT 16 Date 9/5/06 Fitting Legend Abbrev. Name % % 1 11/4 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 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 BRESSI RANCH LOT 16 Date 9/5/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 21.3 0.2 102 7.0 21.83 0.2 102 7.0 20.59 0.2 102 7.0 20.9 0.2 102 7.0 19.56 0.2 83 7.0 29.0 0.2 102 7.0 20.4 0.2 102 7.0 20.64 0.2 102 7.0 19.38 0.2 83 7.0 28.95 0.2 102 7.0 20.4 0.2 102 7.0 20.63 0.2 102 7.0 29.05 0.2 102 7.0 20.63 0.2 102 7.0 20.83 0.2 102 7.0 19.89 0.2 83 7.0 21.4 0.2 102 7.0 21.52 0.2 102 7.0 SOO1 28.25 5.6 14.46 na S002 27.75 5.6 15.2 na S003 28.25 5.6 13.52 na S004 27.75 5.6 13.93 na S005 28.0 5.6 12.2 na S006 28.7 5.6 26.82 na S007 28.25 5.6 13.27 na S008 27.75 5.6 13.59 na S009 28.0 5.6 11.98 na SOlO 28.7 5.6 26.72 na soil 28.25 5.6 13.27 na S012 27.75 5.6 13.57 na S013 28.7 5.6 26.92 na S014 28.25 5.6 13.57 na S015 27.75 5.6 13.84 na S016 28.0 5.6 12.61 na S017 28.25 5.6 14.6 na S018 27.75 5.6 14.77 na 138 25.5 46.37 na 137 25.5 46.33 na 136 25.5 46.28 na 135 27.0 13.0 na 134 27.0 12.78 na 133 27.0 13.43 na 126 25.5 43.4 na 201 28.25 28.26 na 202 28.25 26.09 na 203 28.25 23.91 na 204 28.25 21.73 na 205 28.25 19.56 na 206 28.25 17.38 na 127 28.25 15.2 na 128 28.25 14.22 na 129 28.25 13.96 na 130 28.25 13.96 na 131 28.25 14.27 na 132 28.25 15.35 na 122 25.5 44.21 na 207 28.7 36.29 na 208 28.7 35.27 na 209 28.7 34.25 na 210 28.7 33.23 na 211 28.7 32.21 na 212 28.7 31.19 na 123 28.7 28.13 na 124 28.7 28.03 na 125 28.7 28.24 na 121 25.5 45.47 na 213 29.17 44.69 na 214 29.17 44.8 na 215 29.17 44.91 na 216 29.17 45.02 na 101 25.5 43.08 na 121A 25.5 46.19 na 116 25.5 46.38 na 117 25.0 51.32 na 118 25.0 51.33 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Aow Summary - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 BRESSI RANCH LOT 16 Date 9/5/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 119 25.0 51.38 na 120 25.0 51.81 na 180 25.5 47.97 na 181 11.0 55.17 na 8 11.0 55.41 na 8A 11.0 57.12 na 9 11.0 57.18 na 102 27.75 15.98 na 103 27.75 14.65 na 104 27.75 14.51 na 105 27.75 14.29 na 106 27.75 14.26 na 107 27.75 14.27 na 108 27.75 14.55 na 109 27.75 15.0 na 110 27.75 15.53 na 111 25.0 47.15 na 112 25.0 47.47 na 113 25.0 48.31 na 114 25.0 49.05 na 115 25.0 52.08 na TRB 25.0 54.26 na Fl 11.0 61.26 na BRB 1.0 67.43 na C -3.0 69.26 na BF4 -3.0 69.87 na BF3 -3.0 73.31 na D -3.0 73.6 na B -3.0 73.61 na 250.0 E -3.0 73.84 na TEST -16.5 80.08 na The maximum velocity is 14.62 and it occurs in the pipe between nodes 110 and 111 Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Einal Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SOOI 21.30 1.049 IT 5.0 0.080 14.462 K Factor = 5.60 to 120 0.0 5.000 0.0 127 21.3 0.1463 0.0 5.080 0.743 Vel= 7.91 0.0 21.30 15.205 KFactor= 5.46 S002 21.83 1.049 IT 5.0 0.080 15.203 K Factor = 5.60 to 120 0.0 5.000 0.0 102 21.83 0.1530 0.0 5.080 0.777 VeI= 8.10 0.0 21.83 15.980 KFactor= 5.46 S003 20.59 1.049 IT 5.0 0.080 13.518 K Factor= 5.60 to 120 0.0 5.000 0.0 128 20.59 0.1374 0.0 5.080 0.698 Vel = 7.64 0.0 20.59 14.216 K Factor = 5.46 S004 20.90 1.049 IT 5.0 0.080 13.930 K Factor = 5.60 to 120 0.0 5.000 0.0 103 20.9 0.1413 0.0 5.080 0.718 Vel= 7.76 0.0 20.90 14.648 K Factor= 5.46 S005 19.56 1.049 1 2.0 1.000 12.196 K Factor = 5.60 to 120 0.0 2.000 0.433 135 19.56 0.1247 0.0 3.000 0.374 Vel = 7.26 0.0 19.56 13.003 K Factor= 5.42 S006 29.00 1.049 IT 5.0 0.080 26.817 K Factor = 5.60 to 120 0.0 5.000 0.0 123 29.0 0.2587 0.0 5.080 1.314 Vel = 10.77 0.0 29.00 28.131 K Factor= 5.47 S007 20.40 1.049 IT 5.0 0.080 13.270 K Factor = 5.60 to 120 0.0 5.000 0.0 129 20.4 0.1350 0.0 5.080 0.686 Vel = 7.57 0.0 20.40 13.956 K Factor= 5.46 S008 20.64 1.049 1T 5.0 0.080 13.590 K Factor = 5.60 to 120 0.0 5.000 0.0 105 20.64 0.1380 0.0 5.080 0.701 Vel = 7.66 0.0 20.64 14.291 K Factor= 5.46 S009 19.38 1.049 1 2.0 1.000 11.980 K Factor= 5.60 to 120 0.0 2.000 0.433 134 19.38 0.1230 0.0 3.000 0.369 VeI= 7.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Einal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.38 12.782 K Factor= 5.42 Solo 28.95 1.049 . IT 5.0 0.080 26.719 K Factor = 5.60 to 120 0.0 5.000 0.0 124 28.95 0.2579 0.0 5.080 1.310 Vel = 10.75 0.0 28.95 28.029 K Factor= 5.47 Soil 20.40 1.049 IT 5.0 0.080 13.271 K Factor = 5.60 to 120 0.0 5.000 0.0 130 20.4 0.1350 0.0 5.080 0.686 Vel = 7.57 0.0 20.40 13.957 K Factor = 5.46 S0I2 20.63 1.049 IT 5.0 0.080 13.566 K Factor = 5.60 to 120 0.0 5.000 0.0 107 20.63 0.1376 0.0 5.080 0.699 Vel = 7.66 0.0 20.63 14.265 K Factor= 5.46 S013 29.05 1.049 1 5.0 0.080 26.918 K Factor = 5.60 to 120 0.0 5.000 0.0 125 29.05 0.2596 0.0 5.080 1.319 Vel = 10.78 0.0 29.05 28.237 K Factor= 5.47 S014 20.63 1.049 IT 5.0 0.080 13.566 K Factor= 5.60 to 120 0.0 5.000 0.0 131 20.63 0.1378 0.0 5.080 0.700 Vel = 7.66 0.0 20.63 14.266 K Factor= 5.46 S015 20.83 1.049 IT 5.0 0.080 13.835 K Factor = 5.60 to 120 0.0 5.000 0.0 108 20.83 0.1404 0.0 5.080 0.713 Vel = 7.73 0.0 20.83 14.548 K Factor= 5.46 S016 19.89 1.049 1 2.0 1.000 12.610 K Factor = 5.60 to 120 0.0 2.000 0.433 133 19.89 0.1290 0.0 3.000 0.387 Vel = 7.38 0.0 19.89 13.430 K Factor = 5.43 S017 21.40 1.049 1 5.0 0.080 14.597 K Factor = 5.60 to 120 0.0 5.000 0.0 132 21.4 0.1474 0.0 5.080 0.749 Vel = 7.94 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Einal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21.40 15.346 KFactor= 5.46 S018 21.52 1.049 1 5.0 0.080 14.769 K Factor = 5.60 to 120 0.0 5.000 0.0 110 21.52 0.1490 0.0 5.080 0.757 VeI= 7.99 0.0 21.52 15.526 KFactor= 5.46 138 16.14 1.38 4T 24.0 182.000 46.373 to 120 0.0 24.000 0.217 118 16.14 0.0230 0.0 206.000 4.742 VeI= 3.46 0.0 16.14 51.332 KFactor= 2.25 137 15.43 1.38 3E 9.0 189.000 46.329 to 120 5T 30.0 39.000 0.217 119 15.43 0.0212 0.0 228.000 4.830 VeI= 3.31 0.0 15.43 51.376 KFactor= 2.15 136 15.00 1.38 7E 21.0 225.250 46.283 to 120 3T 18.0 39.000 0.217 120 15.0 0.0201 0.0 264.250 5.309 Vel = 3.22 0.0 15.00 51.809 KFactor= 2.08 135 19.56 1.049 IE 2.0 7.700 13.003 to 120 IT 5.0 7.000 -0.325 104 19.56 0.1249 0.0 14.700 1.836 VeI= 7.26 0.0 19.56 14.514 KFactor= 5.13 134 19.38 1.049 IE 2.0 7.700 12.782 to 120 IT 5.0 7.000 -0.325 106 19.38 0.1228 0.0 14.700 1.805 VeI= 7.19 0.0 19.38 14.262 KFactor= 5.13 133 19.89 1.049 IE 2.0 7.700 13.430 to 120 IT 5.0 7.000 -0.325 109 19.89 0.1288 0.0 14.700 1.893 VeI= 7.38 0.0 19.89 14.998 KFactor= 5.14 126 -61.33 1.38 2T 12.0 39.250 43.395 to 120 0.0 12.000 -1.191 201 -61.33 -0.2720 0.0 51.250 -13.942 VeI= 13.16 201 0.0 1.38 0.0 8.000 28.262 to 120 0.0 0.0 0.0 202 -61.33 -0.2720 0.0 8.000 -2.176 VeI= 13.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Einal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 9 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 202 0.0 1.38 0.0 8.000 26.086 to 120 0.0 0.0 0.0 203 -61.33 -0.2720 0.0 8.000 -2.176 Vel= 13.16 203 0.0 1.38 0.0 8.000 23.910 to 120 0.0 0.0 0.0 204 -61.33 -0.2721 0.0 8.000 -2.177 Vet = 13.16 204 0.0 1.38 0.0 8.000 21.733 to 120 0.0 0.0 0.0 205 -61.33 -0.2720 0.0 8.000 -2.176 Vet = 13.16 205 0.0 1.38 0.0 8.000 19.557 to 120 0.0 0.0 0.0 206 -61.33 -0.2720 0.0 8.000 -2.176 Vet = 13.16 206 0.0 1.38 0.0 8.000 17.381 to 120 0.0 0.0 0.0 127 -61.33 -0.2720 0.0 8.000 -2.176 Vet= 13.16 127 21.30 1.38 0.0 8.000 15.205 to 120 0.0 0.0 0.0 128 -40.03 -0.1236 0.0 8.000 -0.989 Vet = 8.59 128 20.59 1.38 0.0 8.000 14.216 to 120 0.0 0.0 0.0 129 -19.44 -0.0325 0.0 8.000 -0.260 Vet = 4.17 129 20.40 1.38 0.0 8.000 13.956 to 120 0.0 0.0 0.0 130 0.96 0.0001 0.0 8.000 0.001 Vel = 0.21 130 20.40 1.38 0.0 8.000 13.957 to 120 0.0 0.0 0.0 131 21.36 0.0386 0.0 8.000 0.309 Vet = 4.58 131 20.62 1.38 0.0 8.000 14.266 to 120 0.0 0.0 0.0 132 41.98 0.1350 0.0 8.000 1.080 VeI= 9.00 132 21.40 1.38 2T 12.0 94.250 15.346 to 120 0.0 12.000 1.408 112 63.38 0.2891 0.0 106.250 30.716 Vet = 13.60 0.0 63.38 47.470 K Factor= 9.20 122 -40.71 1.38 2T 12.0 39.250 44.209 to 120 0.0 12.000 -1.386 207 -40.71 -0.1275 0.0 51.250 -6.533 Vet = 8.73 207 0.0 1.38 0.0 '8.000 36.290 to 120 0.0 0.0 0.0 208 -40.71 -0.1275 0.0 8.000 -1.020 Vel = 8.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 208 0.0 1.38 0.0 8.000 35.270 to 120 0.0 0.0 0.0 209 -40.71 -0.1275 0.0 8.000 -1.020 Vel = 8.73 209 0.0 1.38 0.0 8.000 34.250 to 120 0.0 0.0 0.0 210 -40.71 -0.1275 0.0 8.000 -1.020 Vel = 8.73 210 0.0 1.38 0.0 8.000 33.230 to 120 0.0 0.0 0.0 211 -40.71 -0.1274 0.0 8.000 -1.019 VeI= 8.73 211 0.0 1.38 0.0 8.000 32.211 to 120 0.0 0.0 0.0 212 -40.71 -0.1275 0.0 8.000 -1.020 Vel = 8.73 212 0.0 1.38 0.0 24.000 31.191 to 120 0.0 0.0 0.0 123 -40.71 -0.1275 0.0 24.000 -3.060 Vel = 8.73 123 29.00 1.38 0.0 8.000 28.131 to 120 0.0 0.0 0.0 124 -11.71 -0.0127 0.0 8.000 -0.102 Vel = 2.51 124 28.94 1.38 0.0 8.000 28.029 to 120 0.0 0.0 0.0 125 17.23 0.0260 0.0 8.000 0.208 Vel = 3.70 125 29.06 1.38 2T 12.0 102.250 28.237 to 120 0.0 12.000 1.602 113 46.29 0.1616 0.0 114.250 18.468 VeI= 9.93 0.0 46.29 48.307 K Factor= 6.66 121 12.18 1.38 2T 12.0 47.250 45.466 to 120 0.0 12.000 -1.589 213 12.18 0.0137 0.0 59.250 0.810 Vel = 2.61 213 0.0 1.38 0.0 8.000 44.687 to 120 0.0 0.0 0.0 214 12.18 0.0136 0.0 8.000 0.109 Vel= 2.61 214 0.0 1.38 0.0 8.000 44.796 to 120 0.0 0.0 0.0 215 12.18 0.0138 0.0 8.000 0.110 VeI= 2.61 215 0.0 1.38 0.0 8.000 44.906 to 120 0.0 0.0 0.0 216 12.18 0.0136 0.0 8.000 0.109 Vel = 2.61 216 0.0 1.38 3E 9.0 148.000 45.015 to 120 IT 6.0 15.000 1.806 114 12.18 0.0137 0.0 163.000 2.229 VeI= 2.61 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 11 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12.18 49.050 KFactor= 1.74 101 92.43 2.635 0.0 12.750 43.078 to 120 0.0 0.0 0.0 126 92.43 0.0249 0.0 12.750 0.317 Vel= 5.44 126 61.33 2.635 0.0 12.750 43.395 to 120 0.0 0.0 0.0 122 153.76 0.0638 0.0 12.750 0.814 Vel = 9.05 122 40.71 2.635 0.0 12.750 44.209 to 120 0.0 0.0 0.0 121 194.47 0.0986 0.0 12.750 1.257 VeI= 11.44 121 -12.18 2.635 0.0 8.250 45.466 to 120 0.0 0.0 0.0 121A 182.29 0.0875 0.0 8.250 0.722 Vel = 10.72 121A -120.29 2.635 0.0 8.000 46.188 to 120 0.0 0.0 0.0 136 62.0 0.0119 0.0 8.000 0.095 Vel = 3.65 136 -15.00 2.635 0.0 6.500 46.283 to 120 0.0 0.0 0.0 137 47.0 0.0071 0.0 6.500 0.046 Vel = 2.77 137 -15.43 2.635 0.0 12.750 46.329 to 120 0.0 0.0 0.0 138 31.57 0.0035 0.0 12.750 0.044 Vel= 1.86 138 -16.15 2.635 0.0 12.750 46.373 to 120 0.0 0.0 0.0 116 15.42 0.0009 0.0 12.750 0.011 Vel = 0.91 116 0.0 1.38 4E 12.0 187.000 46.384 to 120 4T 24.0 36.000 0.217 117 15.42 0.0212 0.0 223.000 4.720 VeI= 3.31 117 0.0 2.635 0.0 12.750 51.321 to 120 0.0 0.0 0.0 118 15.42 0.0009 0.0 12.750 0.011 Vel= 0.91 118 16.15 2.635 0.0 12.750 51.332 to 120 0.0 0.0 0.0 119 31.57 0.0035 0.0 12.750 0.044 Vel= 1.86 119 15.43 2.635 2E 16.474 44.250 51.376 to 120 0.0 16.474 0.0 120 47.0 0.0071 0.0 60.724 0.433 Vel = 2.77 120 15.00 2.635 IT 16.474 6.590 51.809 to 120 0.0 16.474 0.0 115 62.0 0.0119 . 0.0 23.064 0.274 Vel = 3.65 0.0 62.00 52.083 KFactor= 8.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 12 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 121A 120.29 2.635 2E 16.474 10.920 46.188 to 120 1 16.474 32.948 0.0 180 120.29 0.0405 0.0 43.868 1.778 VeI= 7.08 180 0.0 2.635 1 8.237 14.500 47.966 to 120 0.0 8.237 6.280 181 120.29 0.0406 0.0 22.737 0.922 Vel= 7.08 181 0.0 2.635 0.0 6.080 55.168 to 120 0.0 0.0 0.0 8 120.29 0.0405 0.0 6.080 0.246 Vel = 7.08 8 0.0 2.635 IT 16.474 25.500 55.414 to 120 0.0 16.474 0.0 8A 120.29 0.0405 0.0 41.974 1.702 Vel = 7.08 8A 0.0 2.635 0.0 1.670 57.116 to 120 0.0 0.0 0.0 9 120.29 0.0407 0.0 1.670 0.068 Vel = 7.08 9 0.0 3.26 2E 18.815 244.700 57.184 to 120 IT 20.159 38.974 0.0 Fl 120.29 0.0144 0.0 283.674 4.079 Vel = 4.62 0.0 120.29 61.263 KFactor= 15.37 101 -92.43 1.61 2T 16.0 79.250 43.078 to 120 0.0 16.000 -0.974 102 -92.43 -0.2743 0.0 95.250 -26.124 Vel = 14.57 102 21.84 1.61 0.0 8.000 15.980 to 120 0.0 0.0 0.0 103 -70.59 -0.1665 0.0 8.000 -1.332 Vel= 11.12 103 20.90 1.61 0.0 1.540 14.648 to 120 0.0 0.0 0.0 104 -49.69 -0.0870 0.0 1.540 -0.134 Vel = 7.83 104 19.55 1.61 0.0 6.450 14.514 to 120 0.0 0.0 0.0 105 -30.14 -0.0346 0.0 6.450 -0.223 Vel = 4.75 105 20.65 1.61 0.0 7.200 14.291 to 120 0.0 0.0 0.0 106 -9.49 -0.0040 0.0 7.200 -0.029 Vel = 1.50 106 19.38 1.61 0.0 0.790 14.262 to 120 0.0 0.0 0.0 107 9.89 0.0038 0.0 0.790 0.003 VeI= 1.56 107 20.63 1.61 0.0 8.000 14.265 to 120 0.0 0.0 0.0 108 30.52 0.0354 0.0 8.000 0.283 Vel = 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 13 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 108 20.83 1.61 0.0 4.870 14.548 to 120 0.0 0.0 0.0 109 51.35 0.0924 0.0 4.870 0.450 Vel = 8.09 109 19.88 1.61 0.0 3.120 14.998 to 120 0.0 0.0 0.0 110 71.23 0.1692 0.0 3.120 0.528 VeI= 11.23 110 21.52 1.61 2T 16.0 94.250 15.526 to 120 0.0 16.000 1.191 111 92.75 0.2760 0.0 110.250 30.433 Vel= 14.62 111 0.0 2.635 0.0 12.750 47.150 to 120 0.0 0.0 0.0 112 92.75 0.0251 0.0 12.750 0.320 Vel = 5.46 112 63.38 2.635 0.0 12.750 47.470 to 120 0.0 0.0 0.0 113 156.13 0.0656 0.0 12.750 0.837 VeI= 9.19 113 46.29 2.635 0.0 7.000 48.307 to 120 0.0 0.0 0.0 114 202.42 0.1061 0.0 7.000 0.743 VeI= 11.91 114 12.18 2.635 iT 16.474 9.160 49.050 to 120 0.0 16.474 0.0 115 214.6 0.1183 0.0 25.634 3.033 Vel= 12.63 115 62.00 3.26 IE 9.408 23.040 52.083 to 120 0.0 9.408 0.0 TRB 276.6 0.0671 0.0 32.448 2.177 Vel = 10.63 TRB 0.0 3.26 0.0 14.000 54.260 to 120 0.0 0.0 6.063 Fl 276.6 0.0671 0.0 14.000 0.940 Vel= 10.63 Fl 120.29 4.26 2E 26.334 12.000 61.263 to 120 IZ 13.167 39.501 4.331 BRB 396.89 0.0356 0.0 51.501 1.831 Vel = 8.93 BRB 0.0 6.16 IE 20.084 4.000 67.425 to 140 0.0 20.084 1.732 C 396.89 0.0044 0.0 24.084 0.107 Vel = 4.27 C 0.0 6.09 2F 21.583 81.000 69.264 to 150 2E 43.166 64.749 0.0 BF4 396.89 0.0041 0.0 145.749 0.602 Vel = 4.37 BF4 0.0 6.16 2E 40.168 16.000 69.866 to 140 IT 43.037 83.205 3.000 * Fixed loss = 3 BF3 396.89 0.0044 0.0 99.205 0.440 Vel= 4.27 BF3 0.0 6.09 IC 4.625 20.000 73.306 to 150 IT 46.249 50.874 0.0 D 396.89 0.0041 0.0 70.874 0.293 Vel = 4.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 14 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D -274.19 9.79 1E 29.689 133.000 73.599 to 150 0.0 29.688 0.0 B 122.7 0.0 0.0 162.688 0.008 Vel = 0.52 B 250.00 9.79 3G 20.242 512.000 73.607 Qa = 250 to 150 1 29.689 132.249 0.0 E 372.7 0.0004 IF 14.844 644.249 0.234 Vel= 1.59 IT 67.474 0.0 372.70 73.841 KFactor= 43.37 D 274.19 9.79 6G 40.485 932.000 73.599 to 150 2E 59.378 241.559 0.0 E 274.19 0.0002 5F 74.222 1173.559 0.242 Vel= 1.17 IT 67.474 E 372.70 9.79 1E 29.689 272.000 73.841 to 150 1 14.844 118.754 5.847 TEST 646.89 0.0010 iG 6.747 390.754 0.395 Vel = 2.76 iT 67.474 0.0 646.89 80.083 K Factor= 72.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary INDUSTRIAL FIRE SPRINKLER CO. Page 15 BRESSI RANCH LOT 16 Date 9/5/06 Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 126 201 39.250 132 112 94.250 122 207 39.250 125 113 102.250 101 102 79.250 110 111 94.250 Flow Pressure Pressure Required Required Differential Left 8.000 I 646.834 79.895 -0.188 Area Calculated I 646.891 80.083 0.000 Right 8.000 646.897 80.081 -0.002 Typical Distance Between Heads = 8.000 Split Point Used in Worst Area Peaked = S007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO, CA 92113 619-266-6030 Job Name BRESSI RANCH LOT 16 Building : BUILDING B Location : 2544 CAMPBELL PLACE System : REMOTE AREA6 Contract Data File : Bressi-9.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. Page 1 BRESSI RANCH LOT 16 Date 9/5/06 Hydraulic Design Information Sheet Name - BRESSI RANCH LOT 16 Date - 9/5/06 Location - 2544 CAMPBELL PLACE Building - BUILDING B System No. - REMOTE AREA6 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-5 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - VARIES Occupancy - ORDINARY GROUP 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 - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make GLOBE D Area Per Sprinkler - 102 MAX. ( ) Dry Model GL E Elevation at Highest Outlet - 29'2" ( ) 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 - 9/5/06 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 90 8 Press - R Residual Press - 88 Elev. - Well Flow - 1272 Proof Flow S Elevation - 323.0 U P Location - CAMPBELL PLACE 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 BRESSI RANCH LOT 16 Date 9/5/06 City Water Supply: Demand: Cl - Static Pressure : 90 Dl - Elevation : 19.576 C2 - Residual Pressure: 88 D2 - System Flow : 358.293 stem Pressure : 76.949 C2 - Residual Flow : 1272 D2 - SrDernaV) Hose Adj Ci _______ Hose : 250 D3 - System Demand : 608.293 Safety Margin : 12.540 150 140 130 P 120 R11° Cl ______ ____ _____ E 100 C2 s90 - -_—D2 ____ ______ _______ ________ __________ S80 u70 D R60 E5° 40 30 20 10 200 400 600 800 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 BRESSI RANCH LOT 16 Date 9/5/06 Fitting Legend Abbrev. Name ½ % 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90StandardElbow 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 I 90 Flow lhru 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 BRESSI RANCH LOT 16 Date 9/5/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 21.48 0.2 102 7.0 20.7 0.2 102 7.0 20.46 0.2 102 7.0 20.46 0.2 102 7.0 20.65 0.2 102 7.0 21.34 0.2 102 7.0 21.41 0.2 102 7.0 20.63 0.2 102 7.0 20.4 0.2 102 7.0 20.4 0.2 102 7.0 20.59 0.2 102 7.0 21.28 0.2 102 7.0 27.55 0.2 102 7.0 27.0 0.2 102 7.0 26.93 0.2 102 7.0 27.01 0.2 102 7.0 S21 27.75 5.6 14.71 na S22 27.75 5.6 13.66 na S23 27.75 5.6 13.35 na S24 27.75 5.6 13.35 na S25 27.75 5.6 13.59 na S26 27.75 5.6 14.53 na S27 28.7 5.6 14.62 na S28 28.7 5.6 13.57 na S29 28.7 5.6 13.27 na S30 28.7 5.6 13.27 na S31 28.7 5.6 13.51 na S32 28.7 5.6 14.44 na S33 29.17 5.6 24.21 na S34 29.17 5.6 23.25 na S35 29.17 5.6 23.13 na S36 29.17 5.6 23.26 na 138 25.5 44.63 na 137 25.5 44.59 na 136 25.5 44.55 na 126 25.5 43.27 na 201 28.25 15.25 na 202 28.25 14.15 na 203 28.25 13.83 na 204 28.25 13.82 na 205 28.25 14.08 na 206 28.25 15.05 na 127 28.25 17.22 na 128 28.25 19.38 na 129 28.25 21.54 na 130 28.25 23.71 na 131 28.25 25.87 na 132 28.25 28.03 na 122 25.5 43.35 na 207 28.7 15.37 na 208 28.7 14.27 na 209 28.7 13.96 na 210 28.7 13.96 na 211 28.7 14.21 na 212 28.7 15.19 na 123 28.7 21.66 na 124 28.7 23.82 na 125 28.7 25.97 na 121 25.5 43.78 na 213 29.17 25.4 na 214 29.17 24.4 na 215 29.17 24.27 na 216 29.17 24.41 na 101 25.5 43.29 na 121A 25.5 44.45 na 116 25.5 44.65 na 117 25.0 49.49 na 118 25.0 49.5 na 119 25.0 49.54 na 120 25.0 49.96 na 180 25.5 46.08 na 181 11.0 53.2 na 8 11.0 53.42 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 BRESSI RANCH LOT 16 Date 9/5/06 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 8A 11.0 54.98 na 9 11.0 55.04 na 102 27.75 43.8 na 103 27.75 43.93 na 104 27.75 43.95 na 105 27.75 44.05 na 106 27.75 44.16 na 107 27.75 44.18 na 108 27.75 44.3 na 109 27.75 44.38 na 110 27.75 44.43 na 111 25.0 47.34 na 112 25.0 47.35 na 113 25.0 47.6 na 114 25.0 47.99 na 115 25.0 50.23 na TRB 25.0 51.96 na Fl 11.0 58.76 na BRB 1.0 64.61 na C -3.0 66.43 na BF4 -3.0 66.93 na BF3 -3.0 - 70.29 na D -3.0 70.53 na B -3.0 70.54 na 250.0 E -3.0 70.75 na TEST -16.5 76.95 na The maximum velocity is 14.55 and it occurs in the pipe between nodes 121 and 213 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Einal Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S21 21.48 1.049 IT 5.0 0.080 14.713 K Factor = 5.60 to 120 0.0 5.000 -0.217 201 21.48 0.1486 0.0 5.080 0.755 Vel = 7.97 0.0 21.48 15.251 K Factor= 5.50 S22 20.70 1.049 IT 5.0 0.080 13.659 K Factor = 5.60 to 120 0.0 5.000 -0.217 202 20.7 0.1388 0.0 5.080 0.705 Vel = 7.68 0.0 20.70 14.147 K Factor = 5.50 S23 20.46 1.049 IT 5.0 0.080 13.353 K Factor = 5.60 to 120 0.0 5.000 -0.217 203 20.46 0.1358 0.0 5.080 0.690 Vel = 7.60 0.0 20.46 13.826 K Factor= 5.50 S24 20.46 1.049 IT 5.0 0.080 13.352 K Factor= 5.60 to 120 0.0 5.000 -0.217 204 20.46 0.1358 0.0 5.080 0.690 Vel = 7.60 0.0 20.46 13.825 K Factor= 5.50 S25 20.65 1.049 IT 5.0 0.080 13.592 K Factor = 5.60 to 120 0.0 5.000 -0.217 205 20.65 0.1382 0.0 5.080 0.702 Vel = 7.67 0.0 20.65 14.077 K Factor = 5.50 S26 21.34 1.049 IT 5.0 0.080 14.525 K Factor = 5.60 to 120 0.0 5.000 -0.217 206 21.34 0.1469 0.0 5.080 0.746 Vel = 7.92 0.0 21.34 15.054 K Factor = 5.50 S27 21.41 1.049 IT 5.0 0.080 14.617 K Factor = 5.60 to 120 0.0 5.000 0.0 207 21.41 0.1476 0.0 5.080 0.750 VeI= 7.95 0.0 21.41 15.367 KFactor= 5.46 S28 20.63 1.049 IT 5.0 0.080 13.574 K Factor = 5.60 to 120 0.0 5.000 0.0 208 20.63 0.1378 0.0 5.080 0.700 Vel = 7.66 0.0 20.63 14.274 K Factor= 5.46 S29 20.40 1.049 IT 5.0 0.080 13.272 K Factor= 5.60 to 120 0.0 5.000 0.0 209 20.4 0.1350 0.0 5.080 0.686 Vel = 7.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 IinaI Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.40 13.958 K Factor= 5.46 S30 20.40 1.049 iT 5.0 0.080 13.270 K Factor = 5.60 to 120 0.0 5.000 0.0 210 20.4 0.1350 0.0 5.080 0.686 Vel = 7.57 0.0 20.40 13.956 KFactor= 5.46 S31 20.58 1.049 IT 5.0 0.080 13.512 K Factor= 5.60 to 120 0.0 5.000 0.0 211 20.58 0.1372 0.0 5.080 0.697 Vel = 7.64 0.0 20.58 14.209 K Factor= 5.46 S32 21.28 1.049 IT 5.0 0.080 14.444 K Factor = 5.60 to 120 0.0 5.000 0.0 212 21.28 0.1461 0.0 5.080 0.742 VeI= 7.90 0.0 21.28 15.186 KFactor= 5.46 S33 27.55 1.049 1 5.0 0.080 24.205 K Factor = 5.60 to 120 0.0 5.000 0.0 213 27.55 0.2354 0.0 5.080 1.196 Vel = 10.23 0.0 27.55 25.401 K Factor = 5.47 S34 27.00 1.049 IT 5.0 0.080 23.250 K Factor= 5.60 to 120 0.0 5.000 0.0 214 27.0 0.2268 0.0 5.080 1.152 Vel = 10.02 0.0 27.00 24.402 K Factor= 5.47 S35 26.93 1.049 IT 5.0 0.080 23.128 K Factor = 5.60 to 120 0.0 5.000 0.0 215 26.93 0.2256 0.0 5.080 1.146 Vel = 10.00 0.0 26.93 24.274 K Factor= 5.47 S36 27.01 1.049 IT 5.0 0.080 23.257 K Factor= 5.60 to 120 0.0 5.000 0.0 216 27.01 0.2270 0.0 5.080 1.153 Vel = 10.03 0.0 27.01 24.410 K Factor= 5.47 138 15.96 1.38 4T 24.0 182.000 44.635 to 120 0.0 24.000 0.217 118 15.96 0.0225 0.0 206.000 4.645 Vel = 3.42 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 inaI Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15.96 49.497 KFactor= 2.27 137 15.26 1.38 3E 9.0 189.000 44.592 to 120 5T 30.0 39.000 0.217 119 15.26 0.0208 0.0 228.000 4.731 Vet = 3.27 0.0 15.26 49.540 K Factor= 2.17 136 14.83 1.38 7E 21.0 225.250 44.547 to 120 3T 18.0 39.000 0.217 120 14.83 0.0197 0.0 264.250 5.199 Vel= 3.18 0.0 14.83 49.963 KFactor= 2.10 126 -63.96 1.38 2T 12.0 79.250 43.273 to 120 0.0 12.000 -1.191 201 -63.96 -0.2940 0.0 91.250 -26.831 Vet = 13.72 201 21.48 1.38 0.0 8.000 15.251 to 120 0.0 0.0 0.0 202 -42.48 -0.1380 0.0 8.000 -1.104 Vet = 9.11 202 20.69 1.38 0.0 8.000 14.147 to 120 0.0 0.0 0.0 203 -21.79 -0.0401 0.0 8.000 -0.321 Vet = 4.67 203 20.47 1.38 0.0 8.000 13.826 to 120 0.0 0.0 0.0 204 -1.32 -0.0001 0.0 8.000 -0.001 Vet = 0.28 204 20.46 1.38 0.0 8.000 13.825 to 120 0.0 0.0 0.0 205 19.14 0.0315 0.0 8.000 0.252 Vet = 4.11 205 20.65 1.38 0.0 8.000 14.077 to 120 0.0 0.0 0.0 206 39.79 0.1221 0.0 8.000 0.977 Vet = 8.54 206 21.34 1.38 0.0 8.000 15.054 to 120 0.0 0.0 0.0 127 61.13 0.2704 0.0 8.000 2.163 VeI= 13.11 127 0.0 1.38 0.0 8.000 17.217 to 120 0.0 0.0 0.0 128 61.13 0.2704 0.0 8.000 2.163 Vet = 13.11 128 0.0 1.38 0.0 8.000 19.380 to 120 0.0 0.0 0.0 129 61.13 0.2705 0.0 8.000 2.164 Vel= 13.11 129 0.0 1.38 0.0 8.000 21.544 to 120 0.0 0.0 0.0 130 61.13 0.2704 0.0 8.000 2.163 Vel= 13.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 inaI Calculations - Standard ' INDUSTRIAL FIRE SPRINKLER CO. Page 9 BRESSI RANCH LOT 16 Date 9/5106 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 130 0.0 1.38 0.0 8.000 23.707 to 120 0.0 0.0 0.0 131 61.13 0.2704 0.0 8.000 2.163 Vel= 13.11 131 0.0 1.38 0.0 8.000 25.870 to 120 0.0 0.0 0.0 132 61.13 0.2704 0.0 8.000 2.163 VeI= 13.11 132 0.0 1.38 2T 12.0 54.250 28.033 to 120 0.0 12.000 1.408 112 61.13 0.2704 0.0 66.250 17.913 Vel= 13.11 0.0 61.13 47.354 KFactor= 8.88 122 -63.67 1.38 2T 12.0 79.250 43.355 to 120 0.0 12.000 -1.386 207 -63.67 -0.2915 0.0 91.250 -26.602 Vel = 13.66 207 21.41 1.38 0.0 8.000 15.367 to 120 0.0 0.0 0.0 208 -42.26 -0.1366 0.0 8.000 -1.093 Vel= 9.06 208 20.63 1.38 0.0 8.000 14.274 to 120 0.0 0.0 0.0 209 -21.63 -0.0395 0.0 8.000 -0.316 Vel = 4.64 209 20.41 1.38 0.0 8.000 13.958 to 120 0.0 0.0 0.0 210 -1.22 -0.0002 0.0 8.000 -0.002 Vel = 0.26 210 20.40 1.38 0.0 8.000 13.956 to 120 0.0 0.0 0.0 211 19.18 0.0316 0.0 8.000 0.253 Vel= 4.11 211 20.58 1.38 0.0 8.000 14.209 to 120 0.0 0.0 0.0 212 39.76 0.1221 0:0 8.000 0.977 Vel= 8.53 212 21.28 1.38 0.0 24.000 15.186 to 120 0.0 0.0 0.0 123 61.04 0.2697 0.0 24.000 6.472 Vel= 13.09 123 0.0 1.38 0.0 8.000 21.658 to 120 0.0 0.0 0.0 124 61.04 0.2698 0.0 8.000 2.158 Vel= 13.09 124 0.0 1.38 0.0 8.000 23.816 to 120 0.0 0.0 0.0 125 61.04 0.2698 0.0 8.000 2.158 Vel = 13.09 125 0.0 1.38 2T 12.0 62.250 25.974 to 120 0.0 12.000 1.602 113 61.04 0.2697 0.0 74.250 20.025 Vel = 13.09 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 61.04 47.601 KFactor= 8.85 121 -67.81 1.38 2T 12.0 39.250 43.778 to 120 0.0 12.000 -1.589 213 -67.81 -0.3276 0.0 51.250 -16.788 Vel = 14.55 213 27.55 1.38 0.0 8.000 25.401 to 120 0.0 0.0 0.0 214 -40.26 -0.1249 0.0 8.000 -0.999 Vel = 8.64 214 27.01 1.38 0.0 8.000 24.402 to 120 0.0 0.0 0.0 215 -13.25 -0.0160 0.0 8.000 -0.128 Vel = 2.84 215 26.93 1.38 0.0 8.000 24.274 to 120 0.0 0.0 0.0 216 13.68 0.0170 0.0 8.000 0.136 Vet = 2.93 216 27.00 1.38 3E 9.0 156.000 24.410 to 120 iT 6.0 15.000 1.806 114 40.68 0.1273 0.0 171.000 21.770 VeI= 8.73 0.0 40.68 47.986 K Factor= 5.87 101 -19.62 2.635 0.0 12.750 43.291 to 120 0.0 0.0 0.0 126 -19.62 -0.0014 0.0 12.750 -0.018 Vet = 1.15 126 63.96 2.635 0.0 12.750 43.273 to 120 0.0 0.0 0.0 122 44.34 0.0064 0.0 12.750 0.082 VeI= 2.61 122 63.67 2.635 0.0 12.750 43.355 to 120 0.0 0.0 0.0 121 108.01 0.0332 0.0 12.750 0.423 Vel = 6.35 121 67.81 2.635 0.0 8.250 43.778 to 120 0.0 0.0 0.0 121A 175.82 0.0818 0.0 8.250 0.675 Vel = 10.34 121A -114.52 2.635 0.0 8.000 44.453 to 120 0.0 0.0 0.0 136 61.3 0.0118 0.0 8.000 0.094 Vet = 3.61 136 -14.82 2.635 0.0 6.500 44.547 to 120 0.0 0.0 0.0 137 46.48 0.0069 0.0 6.500 0.045 Vel = 2.73 137 -15.26 2.635 0.0 12.750 44.592 to 120 0.0 0.0 0.0 138 31.22 0.0034 0.0 12.750 0.043 VeI= 1.84 138 -15.97 2.635 0.0 12.750 44.635 to 120 0.0 0.0 0.0 116 15.25 0.0009 0.0 12.750 0.011 Vel= 0.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 linal Calculations - Standard ' INDUSTRIAL FIRE SPRINKLER CO. Page 11 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 116 0.0 1.38 4E 12.0 187.000 44.646 to 120 4T 24.0 36.000 0.217 117 15.25 0.0207 0.0 223.000 4.623 Vel = 3.27 117 0.0 2.635 0.0 12.750 49.486 to 120 0.0 0.0 0.0 118 15.25 0.0009 0.0 12.750 0.011 Vel= 0.90 118 15.97 2.635 0.0 12.750 49.497 to 120 0.0 0.0 0.0 119 31.22 0.0034 0.0 12.750 0.043 Vel= 1.84 119 15.26 2.635 2E 16.474 44.250 49.540 to 120 0.0 16.474 0.0 120 46.48 0.0070 0.0 60.724 0.423 Vel = 2.73 120 14.82 2.635 IT 16.474 6.590 49.963 to 120 0.0 16.474 0.0 115 61.3 0.0117 0.0 23.064 0.269 Vel= 3.61 0.0 61.30 50.232 K Factor= 8.65 121A 114.51 2.635 2E 16.474 10.920 44.453 to 120 IT 16.474 32.948 0.0 180 114.51 0.0370 0.0 43.868 1.624 Vel= 6.74 180 0.0 2.635 IE 8.237 14.500 46.077 to 120 0.0 8.237 6.280 181 114.51 0.0370 0.0 22.737 0.841 Vel = 6.74 181 0.0 2.635 0.0 6.080 53.198 to 120 0.0 0.0 0.0 8 114.51 0.0372 0.0 6.080 0.226 Vel = 6.74 8 0.0 2.635 IT 16.474 25.500 53.424 to 120 0.0 16.474 0.0 8A 114.51 0.0370 0.0 41.974 1.553 Vel= 6.74 8A 0.0 2.635 0.0 1.670 54.977 to 120 0.0 0.0 0.0 9 114.51 0.0371 0.0 1.670 0.062 Vel = 6.74 9 0.0 3.26 2E 18.815 244.700 55.039 to 120 IT 20.159 38.974 0.0 Fl 114.51 0.0131 0.0 283.674 3.724 Vel= 4.40 0.0 114.51 58.763 K Factor = 14.94 101 19.62 1.61 2T 16.0 79.250 43.291 to 120 0.0 16.000 -0.974 102 19.62 0.0156 0.0 95.250 1.485 Vel = 3.09 102 0.0 1.61 0.0 8.000 43.802 to 120 0.0 0.0 0.0 103 19.62 0.0156 0.0 8.000 0.125 Vel = 3.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Einal Calculations - Standard ' INDUSTRIAL FIRE SPRINKLER CO. Page 12 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103 0.0 1.61 0.0 1.540 43.927 to 120 0.0 0.0 0.0 104 19.62 0.0156 0.0 1.540 0.024 Vel = 3.09 104 0.0 1.61 0.0 6.450 43.951 to 120 0.0 0.0 0.0 105 19.62 0.0157 0.0 6.450 0.101 Vel = 3.09 105 0.0 1.61 0.0 7.200 44.052 to 120 0.0 0.0 0.0 106 19.62 0.0156 0.0 7.200 0.112 Vel= 3.09 106 0.0 1.61 0.0 0.790 44.164 to 120 0.0 0.0 0.0 107 19.62 0.0152 0.0 0.790 0.012 Vel = 3.09 107 0.0 1.61 0.0 8.000 44.176 to 120 0.0 0.0 0.0 108 19.62 0.0156 0.0 8.000 0.125 VeI= 3.09 108 0.0 1.61 0.0 4.870 44.301 to 120 0.0 0.0 0.0 109 19.62 0.0156 0.0 4.870 0.076 Vel = 3.09 109 0.0 1.61 0.0 3.120 44.377 to 120 0.0 0.0 0.0 110 19.62 0.0154 0.0 3.120 0.048 Vel= 3.09 110 0.0 1.61 2T 16.0 94.250 44.425 to 120 0.0 16.000 1.191 111 19.62 0.0156 0.0 110.250 1.720 Vel 3.09 111 0.0 2.635 0.0 12.750 47.336 to 120 0.0 0.0 0.0 112 19.62 0.0014 0.0 12.750 0.018 Vel = 1.15 112 61.13 2.635 0.0 12.750 47.354 to 120 0.0 0.0 0.0 113 80.75 0.0194 0.0 12.750 0.247 Vel = 4.75 113 61.04 2.635 0.0 7.000 47.601 to 120 0.0 0.0 0.0 114 141.79 0.0550 0.0 7.000 0.385 VeI= 8.34 114 40.69 2.635 IT 16.474 9.160 47.986 to 120 0.0 16.474 0.0 115 182.48 0.0876 0.0 25.634 2.246 VeI= 10.74 115 61.30 3.26 1E 9.408 23.040 50.232 to 120 0.0 9.408 0.0 TRB 243.78 0.0531 0.0 32.448 1.724 Vel = 9.37 TRB 0.0 3.26 0.0 14.000 51.956 to 120 0.0 0.0 6.063 Fl 243.78 0.0531 0.0 14.000 0.744 Vel = 9.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 13 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Fl 114.51 4.26 2E 26.334 12.000 58.763 to 120 IZ 13.167 39.501 4.331 BRB 358.29 0.0294 0.0 51.501 1.515 Vel= 8.07 BRB 0.0 6.16 1 20.084 4.000 64.609 to 140 0.0 20.084 1.732 C 358.29 0.0037 0.0 24.084 0.089 Vel = 3.86 C 0.0 6.09 2F 21.583 81.000 66.430 to 150 2E 43.166 64.749 0.0 BF4 358.29 0.0034 0.0 145.749 0.498 Vet = 3.95 BF4 0.0 6.16 2E 40.168 16.000 66.928 to 140 IT 43.037 83.205 3.000 * Fixed loss = 3 BF3 358.29 0.0037 0.0 99.205 0.364 Vel = 3.86 BF3 0.0 6.09 IG 4.625 20.000 70.292 to 150 IT 46.249 50.874 0.0 D 358.29 0.0034 0.0 70.874 0.242 Vet = 3.95 D -257.27 9.79 1 29.689 133.000 70.534 to 150 0.0 29.688 0.0 B 101.02 0.0 0.0 162.688 0.006 Vet = 0.43 B 250.00 9.79 3G 20.242 512.000 70.540 Qa = 250 to 150 1E 29.689 132.249 0.0 E 351.02 0.0003 IF 14.844 644.249 0.210 VeI= 1.50 IT 67.474 0.0 351.02 70.750 KFactor= 41.73 D 257.27 9.79 6G 40.485 932.000 70.534 to 150 2E 59.378 241.559 0.0 E 257.27 0.0002 5F 74.222 1173.559 0.216 Vel= 1.10 iT 67.474 E 351.02 9.79 1E 29.689 272.000 70.750 to 150 IF 14.844 118.754 5.847 TEST 608.29 0.0009 IG 6.747 390.754 0.352 Vet = 2.59 iT 67.474 0.0 608.29 76.949 K Factor= 69.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary / INDUSTRIAL FIRE SPRINKLER CO. Page 14 BRESSI RANCH LOT 16 Date 9/5/06 Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 126 201 79.250 132 112 54.250 122 207 79.250 125 113 62.250 121 213 39.250 216 114 156.000 Flow Pressure Pressure Required Required Differential Left 8.000 606.908 76.916 -0.033 Area Calculated I 608.293 76.949 0.000 Right 8.000 I 609.821 76.797 -0.152 Typical Distance Between Heads = 8.000 Split Point Used in Worst Area Peaked = S30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AL r. W.~ ti. M. I - Fire Protection by Computer Design INDUSTRIAL FIRE SPRINKLER CO. 3845 IMPERIAL AVE. SAN DIEGO CA 92113 619-266-6030 Job Name BRESSI RANCH LOT 16 Building Location L;25,44 CAMPBELL PLACE System : REMOTE AREA4 Contract Data File : Bressi-7.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INDUSTRIAL FIRE SPRINKLER CO. Page 1 BRESSI RANCH LOT 16 Date 9/5/06 Hydraulic Design Information Sheet Name - BRESSI RANCH LOT 16 Date - 9/5/06 Location - 2544 CAMPBELL PLACE Building - BUILDING B System No. - REMOTE AREA4 Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. - Calculated By - M.G. Drawing No. - FP-4 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 14'-2" Occupancy - ORDINARY GROUP 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 - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make GLOBE D Area Per Sprinkler - 123 MAX. ( ) Dry Model GL E Elevation at Highest Outlet - 13-2" ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Terap.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 - 9/5/06 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 88 Elev. - Well Flow - 1272 Proof Flow S Elevation - 323.0 U P Location - CAMPBELL PLACE 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 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 BRESSI RANCH LOT 16 Date 9/5/06 City Water Supply: Demand: Cl - Static Pressure : 90 DI - Elevation : 12.850 C2 - Residual Pressure: 88 D2 - System Flow : 435.536 stem Pressure : 79.978 C2 - Residual Flow : 1272 D2 - SrAdj Hose City) Hose Demand) D3 - System Demand : 685.536 Safety Margin : 9.385 150 140 130 p120 R11° E10° Cl -- _ C2 C90 02 S80 u70 -- D3 R60 E5° 40 30 20 10 --Dl- I 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 BRESSI RANCH LOT 16 Date 9/5/06 Fitting Legend Abbrev. Name ½ 1 11/4 1½ 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 45Elbow 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 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 / Flow SUmmary - STANDARD INDUSTRIAL FIRE SPRINKLER CO. Page 4 BRESSI RANCH LOT 16 Date 9/5/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SOO1 13.17 5.6 19.53 na 24.75 0.2 116.2 7.0 S002 13.17 5.6 19.21 na 24.54 0.2 116.2 7.0 S003 13.17 5.6 20.05 na 25.07 0.2 116.2 7.0 S004 13.17 5.6 21.84 na 26.17 0.2 116.2 7.0 S005 13.17 5.6 24.98 na 27.99 0.2 116.2 7.0 S006 13.17 5.6 19.62 na 24.8 0.2 123 7.0 S007 13.17 5.6 19.3 na 24.6 0.2 123 7.0 S008 13.17 5.6 20.14 na 25.13 0.2 123 7.0 S009 13.17 5.6 21.94 na 26.23 0.2 116.2 7.0 SOlO 13.17 5.6 25.1 na 28.06 0.2 116.2 7.0 soil 13.17 5.6 32.63 na 31.99 0.2 116.2 7.0 S012 13.17 5.6 32.11 na 31.73 0.2 116.2 7.0 S013 13.17 5.6 33.47 na 32.4 0.2 116.2 7.0 S014 13.17 5.6 23.78 na 27.31 0.2 123 7.0 S015 13.17 5.6 23.4 na 27.09 0.2 123 7.0 S016 13.17 5.6 24.41 na 27.67 0.2 123 7.0 18 13.17 20.02 na 19 13.17 20.27 na 20 13.17 21.15 na 21 13.17 23.04 na 22 13.17 26.34 na 7A 13.17 36.73 na 15 13.17 33.27 na 16 13.17 33.67 na 17 13.17 35.08 na 10 13.17 24.27 na 11 13.17 24.56 na 12 13.17 25.62 na 9A 13.17 39.91 na 1 13.17 19.93 na 2 13.17 20.17 na 3 13.17 21.05 na 4 13.17 22.93 na 5 13.17 26.22 na 6A 13.17 36.56 na 6 11.0 42.3 na 7 11.0 42.49 na 8A 11.0 43.1 na 9 11.0 43.15 na 138 25.5 43.61 na 137 25.5 43.54 na 136 25.5 43.46 na 126 25.5 43.79 na 122 25.5 43.69 na 121 25.5 43.5 na 101 25.5 43.83 na 121A 25.5 43.3 na 116 25.5 43.63 na 117 25.0 51.82 na 118 25.0 51.84 na 119 25.0 51.91 na 120 25.0 52.64 na 180 25.5 39.83 na 181 11.0 . 44.31 na 8 11.0 43.83 na 111 25.0 52.25 na 112 25.0 52.29 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Aow Summary - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 5 BRESSI RANCH LOT 16 Date 9/5/06 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 113 25.0 52.39 na 114 25.0 52.49 na 115 25.0 53.1 na TRB 25.0 54.01 na Fl 11.0 60.47 na BRB 1.0 66.98 na C -3.0 68.84 na BF4 -3.0 69.55 na BF3 -3.0 73.07 na D -3.0 73.42 na B -3.0 73.43 na 250.0 E -3.0 73.69 na TEST -16.5 79.98 na The maximum velocity is 20.3 and it occurs in the pipe between nodes 22 and 7A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams INDUSTRIAL FIRE SPRINKLER CO. Page 6 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SOOI 24.75 1.049 IE 2.0 0.080 19.526 K Factor = 5.60 to 120 0.0 2.000 0.0 1 24.75 0.1933 0.0 2.080 0.402 VeI= 9.19 0.0 24.75 19.928 KFactor= 5.54 S002 24.54 1.049 IT 5.0 0.080 19.208 K Factor= 5.60 to 120 0.0 5.000 0.0 2 24.54 0.1900 0.0 5.080 0.965 Vel = 9.11 0.0 24.54 20.173 K Factor= 5.46 S003 25.07 1.049 IT 5.0 0.080 20.047 K Factor= 5.60 to 120 0.0 5.000 0.0 3 25.07 0.1978 0.0 5.080 1.005 Vel = 9.31 0.0 25.07 21.052 KFactor= 5.46 S004 26.17 1.049 IT 5.0 0.080 21.844 K Factor = 5.60 to 120 0.0 5.000 0.0 4 26.17 0.2142 0.0 5.080 1.088 Vel = 9.71 0.0 26.17 22.932 K Factor= 5.46 S005 27.99 1.049 iT 5.0 0.080 24.985 K Factor = 5.60 to 120 0.0 5.000 0.0 5 27.99 0.2423 0.0 5.080 1.231 Vel = 10.39 0.0 27.99 26.216 K Factor= 5.47 S006 24.80 1.049 1 2.0 0.080 19.617 K Factor= 5.60 to 120 0.0 2.000 0.0 18 24.8 0.1938 0.0 2.080 0.403 Vel = 9.21 0.0 24.80 20.020 K Factor= 5.54 S007 24.60 1.049 IT 5.0 0.080 19.297 K Factor = 5.60 to 120 0.0 5.000 0.0 19 24.6 0.1909 0.0 5.080 0.970 Vel = 9.13 0.0 24.60 20.267 K Factor= 5.46 S008 25.13 1.049 IT 5.0 0.080 20.140 K Factor = 5.60 to 120 0.0 5.000 0.0 20 25.13 0.1986 0.0 5.080 1.009 Vel = 9.33 0.0 25.13 21.149 KFactor= 5.46 S009 26.23 1.049 iT 5.0 0.080 21.945 K Factor = 5.60 to 120 0.0 5.000 0.0 21 26.23 0.2150 0.0 5.080 1.092 Vel = 9.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 7 BRESSI RANCH LOT 16 Date 9/5/06 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 26.23 23.037 K Factor= 5.46 S010 28.06 1.049 IT 5.0 0.080 25.099 K Factor = 5.60 to 120 0.0 5.000 0.0 22 28.06 0.2433 0.0 5.080 1.236 Vel = 10.42 0.0 28.06 26.335 K Factor= 5.47 SOIl 31.99 1.049 1E 2.0 0.080 32.626 K Factor = 5.60 to 120 0.0 2.000 0.0 15 31.99 0.3106 0.0 2.080 0.646 Vel= 11.88 0.0 31.99 33.272 K Factor= 5.55 5012 31.73 1.049 IT 5.0 0.080 32.113 K Factor = 5.60 to 120 0.0 5.000 0.0 16 31.73 0.3057 0.0 5.080 1.553 Vel= 11.78 0.0 31.73 33.666 KFactor= 5.47 S013 32.40 1.049 1 5.0 0.080 33.466 K Factor= 5.60 to 120 0.0 5.000 0.0 17 32.4 0.3175 0.0 5.080 1.613 Vel = 12.03 0.0 32.40 35.079 K Factor= 5.47 S0I4 27.31 1.049 1 2.0 0.080 23.784 K Factor= 5.60 to 120 0.0 2.000 0.0 10 27.31 0.2317 0.0 2.080 0.482 Vel = 10.14 0.0 27.31 24.266 K Factor= 5.54 5015 27.09 1.049 IT 5.0 0.080 23.402 K Factor= 5.60 to 120 0.0 5.000 0.0 11 27.09 0.2281 0.0 5.080 1.159 Vel = 10.06 0.0 27.09 24.561 K Factor= 5.47 5016 27.67 1.049 IT 5.0 0.080 24.410 K Factor = 5.60 to 120 0.0 5.000 0.0 12 27.67 0.2372 0.0 5.080 1.205 Vel = 10.27 0.0 27.67 25.615 K Factor = 5.47 18 24.80 1.61 0.0 10.250 20.020 to 120 0.0 0.0 0.0 19 24.8 0.0241 0.0 10.250 0.247 Vel = 3.91 19 24.60 1.61 0.0 10.250 20.267 to 120 0.0 0.0 0.0 20 49.4 0.0860 0.0 10.250 0.882 Vel = 7.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 8 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 20 25.13 1.61 0.0 10.250 21.149 to 120 0.0 0.0 0.0 21 74.53 0.1842 0.0 10.250 1.888 Vet = 11.75 21 26.24 1.61 0.0 10.250 23.037 to 120 0.0 0.0 0.0 22 100.77 0.3218 0.0 10.250 3.298 Vet = 15.88 22 28.05 1.61 0.0 20.500 26.335 to 120 0.0 0.0 0.0 7A 128.82 0.5069 0.0 20.500 10.391 Vet = 20.30 7A 0.0 2.067 2T 20.0 12.125 36.726 to 120 0.0 20.000 0.940 7 128.82 0.1501 0.0 32.125 4.823 Vet = 12.32 0.0 128.82 42.489 KFactor= 19.76 15 31.99 1.61 0.0 10.250 33.272 to 120 0.0 0.0 0.0 16 31.99 0.0384 0.0 10.250 0.394 Vet = 5.04 16 31.73 1.61 0.0 10.250 33.666 to 120 0.0 0.0 0.0 17 63.72 0.1379 0.0 10.250 1.413 Vet = 10.04 17 32.40 1.61 2E 8.0 10.500 35.079 to 120 IT 8.0 16.000 0.940 8 96.12 0.2948 0.0 26.500 7.813 Vet= 15.15 0.0 96.12 43.832 KFactor= 14.52 10 27.31 1.61 0.0 10.250 24.266 to 120 0.0 0.0 0.0 II 27.31 0.0288 0.0 10.250 0.295 Vet = 4.30 11 27.09 1.61 0.0 10.250 24.561 to 120 0.0 0.0 0.0 12 54.4 0.1028 0.0 10.250 1.054 VeI= 8.57 12 27.67 1.61 4E 16.0 40.950 25.615 to 120 IT 8.0 24.000 0.0 9A 82.07 0.2201 0.0 64.950 14.296 Vet = 12.93 9A 0.0 2.067 2T 20.0 15.210 39.911 to 120 0.0 20.000 0.940 9 82.07 0.0652 0.0 35.210 2.295 Vet = 7.85 0.0 82.07 43.146 KFactor= 12.49 1 24.75 1.61 0.0 10.250 19.928 to 120 0.0 0.0 0.0 2 24.75 0.0239 0.0 10.250 0.245 Vet = 3.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 9 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 24.54 1.61 0.0 10.250 P20.173 to 120 0.0 0.0 0.0 3 49.29 0.0858 0.0 10.250 0.879 Vel = 7.77 3 25.07 1.61 0.0 10.250 21.052 to 120 0.0 0.0 0.0 4 74.36 0.1834 0.0 10.250 1.880 VeI= 11.72 4 26.18 1.61 0.0 10.250 22.932 to 120 0.0 0.0 0.0 5 100.54 0.3204 0.0 10.250 3.284 Vel = 15.84 5 27.99 1.61 0.0 20.500 26.216 to 120 0.0 0.0 0.0 6A 128.53 0.5047 0.0 20.500 10.346 Vel = 20.26 6A 0.0 2.067 2T 20.0 12.125 36.562 to 120 0.0 20.000 0.940 6 128.53 0.1495 0.0 32.125 4.802 Vel= 12.29 6 0.0 3.26 0.0 11.330 42.304 to 120 0.0 0.0 0.0 7 128.53 0.0163 0.0 11.330 0.185 Vel= 4.94 7 128.82 3.26 0.0 10.330 42.489 to 120 0.0 0.0 0.0. 8A 257.35 0.0587 0.0 10.330 0.606 Vel = 9.89 8A -76.54 3.26 . 0.0 1.670 43.095 to 120 0.0 0.0 0.0 9 180.81 0.0305 0.0 1.670 0.051 Vel= 6.95 9 82.07 3.26 2E 18.815 244.700 43.146 to 120 IT 20.159 38.974 0.0 Fl 262.88 0.0611 0.0 283.674 17.325 Vel= 10.10 0.0 262.88 60.471 KFactor= 33.81 138 21.42 1.38 4T 24.0 182.000 43.614 to 120 0.0 24.000 0.217 118 21.42 0.0389 0.0 206.000 8.006 VeI= 4.59 0.0 21.42 51.837 KFactor= 2.98 137 . 20.48 1.38 3E 9.0 189.000 43.541 to 120 ST 30.0 39.000 0.217 119 20.48 0.0358 0.0 228.000 8.153 Vel= 4.39 0.0 20.48 51.911 KFactor= 2.84 136 19.90 1.38 7E 21.0 225.250 43.463 to 120 3T 18.0 39.000 0.217 120 19.9 0.0339 0.0 264.250 8.961 Vel = 4.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 inaI Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 10 BRESSI RANCH LOT 16 Date 9/5/06 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 19.90 52.641 K Factor= 2.74 126 19.85 1.38 4T 24.0 221.500 43.789 to 120 0.0 24.000 0.217 112 19.85 0.0337 0.0 245.500 8.282 Vel = 4.26 0.0 19.85 52.288 K Factor= 2.75 122 20.47 1.38 4T 24.0 213.500 43.689 to 120 0.0 24.000 0.217 113 20.47 0.0357 0.0 237.500 8.482 Vel = 4.39 0.0 20.47 52.388 K Factor = 2.83 121 20.44 1.38 3E 9.0 219.250 43.499 to 120 3T 18.0 27.000 0.217 114 20.44 0.0356 0.0 246.250 8.776 Vel = 4.38 0.0 20.44 52.492 KFactor= 2.82 101 -29.63 2.635 0.0 12.750 43.828 to 120 0.0 0.0 0.0 126 -29.63 -0.0031 0.0 12.750 -0.039 Vel= 1.74 126 -19.84 2.635 0.0 12.750 43.789 to 120 0.0 0.0 0.0 122 -49.47 -0.0078 0.0 12.750 -0.100 Vel = 2.91 122 -20.47 2.635 0.0 12.750 43.689 to 120 0.0 0.0 0.0 121 -69.94 -0.0149 0.0 12.750 -0.190 Vel= 4.11 121 -20.44 2.635 0.0 8.250 43.499 to 120 0.0 0.0 0.0 121A -90.38 -0.0239 0.0 8.250 -0.197 Vel = 5.32 121A 172.65 2.635 0.0 8.000 43.302 to 120 0.0 0.0 0.0 136 82.27 0.0201 0.0 8.000 0.161 Vel= 4.84 136 -19.90 2.635 0.0 6.500 43.463 to 120 0.0 0.0 0.0 137 62.37 0.0120 0.0 6.500 0.078 Vel = 3.67 137 -20.48 2.635 0.0 12.750 43.541 to 120 0.0 0.0 0.0 138 41.89 0.0057 0.0 12.750 0.073 Vel= 2.46 138 -21.42 2.635 0.0 12.750 43.614 to 120 0.0 0.0 0.0 116 20.47 0.0016 0.0 12.750 0.020 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 11 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 116 0.0 1.38 4E 12.0 187.000 43.634 to 120 4T 24.0 36.000 0.217 117 20.47 0.0357 0.0 223.000 7.967 Vel = 4.39 117 0.0 2.635 0.0 12.750 51.818 to 120 0.0 0.0 0.0 118 20.47 0.0015 0.0 12.750 0.019 Vel = 1.20 118 21.42 2.635 0.0 12.750 51.837 to 120 0.0 0.0 0.0 119 41.89 0.0058 0.0 12.750 0.074 Vel= 2.46 119 20.48 2.635 2E 16.474 44.250 51.911 to 120 0.0 16.474 0.0 120 62.37 0.0120 0.0 60.724 0.730 Vel = 3.67 120 19.90 2.635 IT 16.474 6.590 52.641 to 120 0.0 16.474 0.0 115 82.27 0.0201 0.0 23.064 0.463 Vel = 4.84 0.0 82.27 53.104 KFactor= 11.29 121A -172.65 2.635 2E 16.474 10.920 43.302 to 120 IT 16.474 32.948 0.0 180 -172.65 -0.0791 0.0 43.868 -3.470 Vel = 10.16 180 0.0 2.635 IE 8.237 14.500 39.832 to 120 0.0 8.237 6.280 181 -172.65 -0.0791 0.0 22.737 -1.799 Vel= 10.16 181 0.0 2.635 0.0 6.080 44.313 to 120 0.0 0.0 0.0 8 -172.65 -0.0791 0.0 6.080 -0.481 Vel = 10.16 8 96.11 2.635 1T 16.474 25.500 43.832 to 120 0.0 16.474 0.0 8A -76.54 -0.0176 0.0 41.974 70.737 Vel = 4.50 0.0 -76.54 43.095 K Factor =-II.66 101 29.63 1.61 4T 32.0 213.500 43.828 to 120 0.0 32.000 0.217 III 29.63 0.0334 0.0 245.500 8.204 Vel= 4.67 III 0.0 2.635 0.0 12.750 52.249 to 120 0.0 0.0 0.0 112 29.63 0.0031 0.0 12.750 0.039 Vel= 1.74 112 19.84 2.635 0.0 12.750 52.288 to 120 0.0 0.0 0.0 113 49.47 0.0078 0.0 12.750 0.100 VeI= 2.91 113 20.47 2.635 0.0 7.000 52.388 to 120 0.0 0.0 0.0 114 69.94 0.0149 0.0 7.000 0.104 Vel= 4.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Einal Calculations - Standard ' INDUSTRIAL FIRE SPRINKLER CO. Page 12 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 114 20.44 2.635 IT 16.474 9.160 52.492 to 120 0.0 16.474 0.0 115 90.38 0.0239 0.0 25.634 0.612 Vel = 5.32 115 82.27 3.26 1 9.408 23.040 53.104 to 120 0.0 9.408 0.0 TRB 172.65 0.0280 0.0 32.448 0.910 Vel = 6.64 TRB 0.0 3.26 0.0 14.000 54.014 to 120 0.0 0.0 6.063 Fl 172.65 0.0281 0.0 14.000 0.394 Vel = 6.64 Fl 262.89 4.26 2E 26.334 12.000 60.471 to 120 IZ 13.167 39.501 4.331 BRB 435.54 0.0422 0.0 51.501 2.175 Vel = 9.80 BRB 0.0 6.16 1E 20.084 4.000 66.977 to 140 0.0 20.084 1.732 C 435.54 0.0053 0.0 24.084 0.127 Vel = 4.69 C 0.0 6.09 2F 21.583 81.000 68.836 to 150 2E 43.166 64.749 0.0 BF4 435.54 0.0049 0.0 145.749 0.714 VeI= 4.80 BF4 0.0 6.16 2E 40.168 16.000 69.550 to 140 IT 43.037 83.205 3.000 * Fixed loss = 3 BF3 435.54 0.0053 0.0 99.205 0.523 Vel = 4.69 BF3 0.0 6.09 1G 4.625 20.000 73.073 to 150 IT 46.249 50.874 0.0 D 435.54 0.0049 0.0 70.874 0.348 Vel = 4.80 D -291.19 9.79 1E 29.689 133.000 73.421 to 150 0.0 29.688 0.0 B 144.35 0.0001 0.0 162.688 0.010 Vel = 0.62 B 250.01 9.79 3G 20.242 512.000 73.431 Qa = 250 to 150 1 29.689 132.249 0.0 E 394.36 0.0004 IF 14.844 644.249 0.261 Vel= 1.68 IT 67.474 0.0 394.36 73.692 KFactor= 45.94 D 291.18 9.79 6G 40.485 932.000 73.421 to 150 2E 59.378 241.559 0.0 E 291.18 0.0002 SF 74.222 1173.559 0.271 VeI= 1.24 IT 67.474 E 394.36 9.79 IE 29.689 272.000 73.692 to 150 IF 14.844 118.754 5.847 TEST 685.54 0.0011 IG 6.747 390.754 0.439 Vel = 2.92 IT 67.474 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Anal Calculations - Standard INDUSTRIAL FIRE SPRINKLER CO. Page 13 BRESSI RANCH LOT 16 Date 9/5/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 685.54 79.978 K Factor= 76.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 April 10, 2006 54 a NIKING® MIRAGE® QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) 0 - - .-- - --.- - Ar Zq- Viking Mirage® Concealed Sprinkler Installed in Acoustical Ceiling 1. PRODUCT NAME Viking Mirage® Quick Response Con- cealed Pendent Sprinkler VK462t and HP Sprinkler VK463t (K5.6) Sprinkler Base Part No. 13503A or HP Sprinkler Base Part No. 13667A Cover Plate Base Part No. 13504 or Cover Plate Base Part No. 13642 (large diameter) Patents Pending t The Sprinkler Identification Number (SIN) is stamped on the sprinkler deflector. Available since 2006. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (269) 945-9501 (877) 384-5464 Fax: (269) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Mirage® Quick Response Con- cealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceil- ing is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low-profile cover assembly that provides up to '/2" (12,7 mm) of vertical adjust- ment The two-piece design allows instal- lation and testing of the sprinkler prior to installation of the cover plate. The "push- on", thread-off' design of the concealed cover plate assembly allows easy instal- lation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allow- ing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. During fire conditions, when the temper- Sprinkler and Adapter Assembly Cover Assembly (Base PIN 13504 shown) ature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat- sensitive liquid in the glass bulb to expand and the bulb to shatter, re- leasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pat- tern to extinguish or control the fire. NOTE: Must be installed in neutral or negative pressure plenums only. .'I TECHNICAL DATA LISTINGS AND APPROVALS Refer to the Approval Chart on pg 54 b. Glass-bulb fluid temperature rated to -65 OF (-55 °C). Thread Size: ½" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (8,1 metric*) * Metric K-Factor shown is for use when pres- sure is measured in kPa. When pressure is measured in BAR, multiply the metric K- Factor shown by 10.0. Min. Operating Pressure: 7 psi (48,3 kPa) RATED WATER WORKING PRESSURE Sprinkler VK463 is rated for use with water working pressures up to 250 psi (1 724 kPa) for high-pressure systems. High-pressure (HP) sprin- klers can be identified by the number "250" on the deflector. Sprinkler VK462 is rated to a maxi- mum 175 psi (1 207 kPa) wwp Factory tested hydrostatically to 500 psi (3 448 kPa). Testing: U.S.A. Patent No. 4,831,870 Available Cover Plate Vertical Adjust- ment: 1/2" (12 mm) maximum Requires a 2-1/4" (57,2 mm) diameter opening in the ceiling. Cover Plate Assembly Temp. Ratings: A 135°F (57 °C) cover for use with 155°F (68 °C) temp. rated sprinkler only. B. 165 OF (74 °C) cover for use with 175 OF (79 °C) and 200 OF (93 °C) temperature rated sprinklers only. SPRINKLER MATERIALS Sprinkler Body: Brass UNS-C84400 Deflector: Bronze UNS-051000 Deflector Pins: Stainless Steel UNS-S30300 Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Bronze UNS-051000 Cover Adapter: Cold Rolled Steel UNS- G10080, Finish: Clear Chromate over Zinc Plating COVER ASSEMBLY MATERIALS Cover: Copper UNS-C11000 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic NOTE: The 135 OF cover has an orange label; the 165 OF cover has a white label. AVAILABLE COVER FINISHES Polished Chrome, Painted' White (No. 1004)2, Painted' Ivory (No. 1634)2, and Painted' Black (No. 1007)2 1 Painted finish consists of Polyester Baked Enamel. 2 SherwinWIlIiams® ColorAnswersTM Interior Color Number. ORDERING INSTRUCTIONS Viking Mirage® Quick Response Con- cealed Pendent Sprinklers and Cover Plate Assemblies must be ordered sep- arately. Refer to: 1. Sprinkler (includes sprinkler and adap- ter pre-assembled with a protective plastic cap covering the unit): Base Part No. 13503A or HP Base Part No. 13667A Specify sprinkler temperature rating. 2. Cover Plate Assembly: Base P/N 13504 (2-3/4" diameter) or Base P/N 13642 (3-5/16' diameter) Specify cover finish and temp. rating. ACCESSORIES (order separately) Sprinkler Cabinet: Part No. 01731A Capacity: five (5) sprinklers Available since 1971. Concealed Sprinkler Wrenches**: Heavy Duty Part No. 14047W/B Available since 2006, or Light Duty Part No. 14031*** Available since 2006. **Requires a 1/2' ratchet (not available from Viking). ***optional for removal of the protective cap. Ideal for sprinkler cabinets. Note: Units of measure in parentheses may be approximations. Replaces page 54 a-b, dated Feb. 3, 2006 (added HP Sprinkler Form No. F_103005 VK463). Refer to technical data page QRI-2 for general care, installation, and maintenance information. Sprinkler 54 b April 10, 2006 MIRAGE@ QUICK RESPONSE CONCEALED PENDENT NIKJNG* SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) Sprinkler Temperature Sprinkler Nominal Maximum Ambient Temperature Rating of Cover Plate Assembly Bulb Classification Temperature Rating' Ceiling Temperature2 Cover Assembly (Required) Base Part Numbers3 Color Ordinary 155°F (68 °C) 100°F (38 °C) 135°F (57 °C) 13504 (2-3/4" diameter) or 13642 (3-5/16 diameter) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) 165 °F (74 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) 165 °F (74 °C) Green Approval Chart rnK6 ToW , $ - Cw 'i I, rpr.ji PiIir Mirage® Quick Response Concealed Pendent Sprinklers AM* )1 'I.b Fill E*1 KEY Sprinkler NPT Thread Nominal Maximum Overall Length Listings and A rovals4 g Base Part SIN Size K-Factor Water Working (Sprinkler Body) Number Pressure Inch mm U.S. metric5 Inch mm cULus6 FM NYC VdS LPCB 13503A VK462 1/2 15 5.6 8,1 175 psi (1 207 kPa) 2-3/16 56 AWl, BX1 -- -- -- -- 13667A VK463 1/2 15 56 0 250 psi (1 724 kPa)7 2-3/16 56 AWl, BX1 -- Sprinkler Temperature Ratings Cover Plate Assembly Temp. Ratings Finishes of the Cover Plate Assembly A - 155 °F (68 °C) W - 135 °F (57 °C) 1 - Polished Chrome, Painted White, Painted B - 175°F (79 °C) and 200 °F (93 °C) X - 165 °F (74 °C) Ivory, or Painted Black Footnotes The temperature rating is stamped on the sprinkler deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Base part number is shown. For complete part number, refer to Viking's current price list schedule. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Metric K-factor shown is for use when pressure is measured in kPa. Men pressure is measured in BAR, multiply the metric K-factor by 10.0. 6 Listed by Underwriters Laboratories, Inc. for use in the U.S. and Canada. 7 The Water Working Pressure rating is stamped on the deflector. A2-1/4" (57,2 mm) diameter opening is required in the ceiling I- --- — piiniei and #UdpLF Assembly (Protective ca3"E!_ _ I I is removed for installation -- by using Wrench 14031**) ____________ **A 1/2' ratchet is required ____________ (PartNo.14047W/B°° ________ (not available from Viking). Sprinkler ench Step 1: Carefully slide the is shown) Step 2: Carefully press the wrench wrench sideways around the deflector and pins. :- :: Figure 1 f engagement and turn slightly to ensure with sprinkler wrench flats. 2-3/4" (70 mm) I NOTE: Upon sprinkler activation, the deflector 3-5/16" (84,1 mM) descends to approximately 13/16" (20,6 mm) Figure 2 below the sprinkler body. Replaces page 54 a-b, dated Feb. 3, 2006 (added HP Sprinkler VK463). Refer to technical Form No. F103005 data page QRI-2 for general care, installation, and maintenance information.