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2180 RUTHERFORD RD; ; AS070115; Permit
11/10/2020 AS070115 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070115 2180 RUTHERFORD Job Address: Status: ISSUED RD Permit Type: SPRINK Applied 4/19/2007 Parcel No: 2120702500 Approved: 4/24/2007 Lot #: 0 Reference No.: Issued: 4/24/2007 PC #: Inspector: Project Title: CALLAWAY HQ BLDG TI FIRE SPRINKLER PLAN CHECK & INSPECTION Applicant: WEST COAST FIRE PROTECTION 271 ROYMAR RD SUITE OCEANSIDEI CA (760)754-8472 Owner: CALLAWAY GOLF CO C/O DONALDH DYE 2285 RUTHERFORD RD CARLSBAD CA Fees ($) Add'l Fees ($.) Total ($) Balance ($) 124 0 124 0 1/1 SCHMIDT FIRE PROTECTION CO., INC. 4760 MURPHY CANYON ROAD, SAN DIEGO, CALIFORNIA 92123 PHONE: (858) 279.6122 FAX: (858) 279.3583 FIRE SPRINKLER CALCS f EQUIPMENT SUBMITFAL FOR Callaway Golf 2180 Rutherford Rd Carlsbad Ca. APPROVED BMED CARR—LSBADAR ;E TMEWT_ Schmidt Fire Protection Co.,Inc. Contractor's License #272398 (C10,C16) AS 1 ('5 F.W..tI.E.M $ If Te-i ,z) Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Road San Diego Ca. 92123 858-279-6122 Job Name : CALLAWAY SYSTEM 3 Building : GOLF BALL/WAREHOUSE Location : 2180 RUTHERFORD ROAD System : 3 Contract : SFP-742 Data File : SYS3ESFR.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Schnidt Fire Protection Page CALLAWAY SYSTEM 3 Date Hydraulic Design Information Sheet Name - CALLAWAY GOLF Location - 2180 RUTHERFORD ROAD Building - GOLF BALL/WAREHOUSE Contractor - Calculated By - K WILSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - Date - 5-16-07 System No. - 3 Contract No. - SFP-742 Drawing No. - FP-3 Ceiling Height - 34' +/- S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. Y ( ) NFPA 23-1.( ) NFPA 231C ( •) Figure Curve S Other T Specific Ruling Made By Date S M Area of Sprinkler Operation - 12 HEADS System Type Sprinkler/Nozzle nmnait-- (Yl Wt- Make Tvrrl D; Area Per Sprinkler - 80 C ) Dry Model ESFR Elevation at Highest Outlet - 32.75 ( ) Deluge Size K-25 W Hose Allowance - Inside - 100 ( ) Preaction K-Factor 25.2 I Rack Sprinkler Allowance - C ) Other: Ternp.Rat.214 G Hose Allowance - Outside - 150 Note Calculation Flow Required Summary C-Factor Used: - 1758.87 Press Required 120 Overhead - 66.548 At Base of Riser 150 Underground Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-8-07 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 113 @ Press - R Residual Press - 112 Elev. - Well Flow - 1545 Proof Flow S Elevation - V. Location - RUTHERFORD ROAD AND BALFOUR COURT I Source of Information - SCHMIDT FIRE PROTECTION AND CARLSBAD WATER DEPT Y C Commodity' Class Location °: Storage Ht.- Area Aisle W. M Storage Method: Solid Piled P6 .Palletizèd Rack M Single Row ( ) Conven. Pallet C ) Auto. Storage C ) Encap. S R ( ) Double Row C ) Slave Pallet C ),Solid Shelf C ) Non T A C ) Mult. Row. ( ) Open Shelf d 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 SuP& urve (C) Schmidt Fire Protection Page 2 CALLAWAY SYSTEM 3 Date City Water Supply: Cl - Static Pressure : 101.7 PSI C2 - Residual Pressure: 100.7 PSI ,) C2 - Residual Flow 1545 GPM 150 140 130 P 120 R 110 E 100 90 ,s80 70 R 60 E 50 40 30 20 10 200400 600 800 1000 1200 1400 1600 1800 FLOW (N"1.85) - Dl - Elevation : 13.318 PSI 02 - System Flow : 1658.88 GPM 02 - System Pressure : 90.345 PSI Hose(Adj City) : GPM Hose ( Demand) : 250 GPM D3 - System Demand : 1908.88 GPM - • Safety Margin : 9.876 PSI - - - - - ( Cl ______ ________ __________ ____________ • ________________ C2 -- • D2 . -----c 93 p. I • - ___________ __ __. _ - . I.I_I_•_I_• .. _________________________________ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Schmidt Fire Protection Page 3 CALLAWAY SYSTEM 3 Date Fitting Legend Abbrev. Name A B C 0•' E F G J F K L Sc M Cl N Fi P R S T U V Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow• Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Schriiidt Fire Protection CALLAWAY SYSTEM 3 Unadjusted Fittings Table 1/2 3/4 .Page .4 Date 11/4 11/2 2 21/2 3 .31/2 w .. . A . . .7.7 21.5 17.0 B . 7.0 . 10.0 . . 12.0 C . 1.0 . 1.0 1.0 1.0 1.0 1.0 1.0 . 1.0 1.0 1.0 D 9.5 17.0 28.0 E . 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 . 3.0 3.0 4.0 G . 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2:0 2.0 30 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 .6.0, 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 .K.. . . 14.0 14.0 L 1.0 . 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 . 6.0 M. 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 . 13.0 o 3.0 . 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P.: 1.0 1.0 1.0 2.0 . 2.0 2.0 3.0 . 4.0 Q . . 18.0 29.0 35.0 1.0 1.0 1.0 1.0 1.0 . 1.0 2.0 2.0 S.. . 4.0 5.0 5.0 7.0 . 9.0 11.0 14.0 16.0 19.0 22.0 3.0 4.0 5.0 6.0 8.0 10.0 12.0 .15.0 . 17.0 20.0 U . . . 1.8 2.2 2.6 . 3 V 3.5 4.3 5.0 6.8 10.3 8.5 10.8 13.0 16.0 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 2 2.0 2.0 2.0 . 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 0 1.0 1.0 1.0 1.0 . 1.0 1.0 1.0 6. 47.0 12.0 14.0 18.0 . 22.0 27.0 35.0 40.0 F 5.0 7.0 9.0 11.0 . 13.0 . 17.0 19.0 G 2.0 3.0 4.0 .. 5.0 6.0 7.0 8.0 H . 4.5 5.0 6.5 8.5 10.0 18.0 20:0 8.5 10.0 13.0 17.0 20.0 23.0 25.0 21.0 25.0 33.0 41.0 50.0 65.0 78.0 36.0 55.0 45.0 8.0 . 9.0 13.0 16.0 18.0 24.0 27.0 (1 10.0 12.0 . 16.0 19.0 22.0 N Q P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 T 25.0 30.6 . 35.0 . 50.0 - . 60.0 71.0 81.0 U 4.2 5.0 5.0 V 8.5 10.0 . 13.0 W 13.1 31.8 35.8 27.4 ) 21.0 25.0 33.0 12.0 14.0 18.0 22.0 27.0 . 35.0 40.0 18 . 20 24 1.0 1.0 1.0 45.0 50.0 61.0 21.0 2.0 28.0 10.0 11.0 13.0 23.0 25.0 30.0 33.0 36.0 40.0 88.0 98.0 120.0 30.0 34.0 40.0 98.0 109.0 130.0 91.0 101.0 121.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 301 32.75 25.2 302 32.75 25.2 303 32.75 . 25.2 04 32.75 25.2 305 . . 32.75 25.2 3p6 32.75 25.2 307 32.75 25.2 308 32.75 25.2 309 32.75 25.2 310 32.75 25.2 311 32.75 25.2 312 . 32.75 25.2 319 32.75 32-i 32.75 323 32.75 35 32.75 327 32.75 9. 32.75 32.75 333 32.75: 3'4 32.75 $37 32.75 39 32.75 32.75 32.75 $5 32.75 347 32.75. 349 - 32.75 313 32.75 35 32.75 17 32.75 35 32.75 .14 29.25 316. 29.25 318 29.25 320 - 29.25 IIS3 29.25 322 29.25 324 29.25 29.25 328 29.25 29.25 32 29.25 29.25 29.25 4o - 29.25 342 29.25 344 29.25 4.6 29.25 348 29.25 351 32.75 163 32.75 355 32.75 357 32.75 359 32.75 361 32.75 363 32.75 65 32.75 367 32.75 3$ 32.75 371 32.75 73 32.75 30.13 na 138.32 .5 80 30.0 30.0 na . 138.03 .5 - 80 30.0 30.0 na 138.03 .5 80 30.0 30.15 na 138.36 .5 80 30.0 30.13 . na 138.33 .5 80 30.0 30.0 na 138.04 .5 80 30.0 30.0 na 138.04 .5 80 30.0 30.15 na . 138.37 .5 80 30.0 30.2 na 138.48 .5 80 30.0 30.07 na 138.18 .5 80 30.0 30.07 na 138.18 .5 80 30.0 30.21 na 138.52 .5 80 30.0 35.71 na 35.9 na 36.11 na 36.31 na 36.5 na 36.68 na 36.86 na 37.03 na 36.97 na 37.29 na 37.29 na 37.56 na 37.67 na 37.77 na 37.86 na 37.94 na 33.87 na 33.87 na 33.94 na 37.08 na 36.92 . na 36.94 na 37.02 na 37.21 na 37.32 . na 100.0 37.4 na 37.61 na 37.8 na 37.99 na 38.17 na 38.34 . na 38.6 na 38.71 na 38.8 na 38.89 na 38.96 na 39.0 na 39.03 na 34.11 na 34.11 na 34.18 na 35.8 na 35.99 nä 36.19 na 36.39 na 36.61 na 36.83 na 37.06 na 37.31 na 37.53 na Pressure / Flow Summary- STANDARD Schmidt Fire Protection ALLAWAY SYSTEM 3 Node Elevation K-Fact No. Page 5 Date• Pt Pn Flow Density Area Press Actual Actual -- Req. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- Standard Ichmidt Fire Protection . Page 6 CALLAWAY SYSTEM 3 Date Node Elevation K-Fact Pt . . Pn Flow Density Area Press O. . Actual Actual . . . Req. 375 32.75 37.85 na 377 32.75 . 38.32 na 379 32.75 . 38.49 na 381 32.75 . 38.85 na 383 32.75 39.26 na 32.75 39.72 na 67 32.75 40.27 na 352 29.25 37.07 na 354 29.25 37.09 na 356 29.25 37.16 na 358 29.25 . 37.34 na 360 29.25 . 37.53 na 362 29.25 37.72 na 364 29.25 . 37.93. na 366 29.25 . 38.14 na 29.25 38.37 na 370 29.25 38.62 na 372 . 29.25 38.88 na 374 29.25 . 39.16 na 376 29.25 39.48 na 378 29.25 . 39.83 na 380 29.25 . 40.19 na 382 29.25 40.59 na 384 29.25 . 41.05 na 386 29.25 41.58 na 388 29.25 42.21 na 89 29.25 45.33 na T3 12.83 58.86 na BR3 1.83 66.55 na 1.83 . 67.58 na .R 0.5 68.17 na -3.0 70.19 . na 60 -3.0 74.17 na BJY -3.0 85.44 na -3.0 87.16 na 150.0 -3.0 89.21 na C. 2.0 90.34 na The maximum velocity is 17.78 and it occurs in the pipe between nodes 388 and 389 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schrñidt Fire Protection Page 7 CALLAWAY SYSTEM 3 Date Oa Dia. Fitting Pipe Pt Pt S Hyd. Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 301 -133.45 3.314 0.0 8.000 30.128 K Factor = 25.20 to 120 0.0 0.0 0.0 302 -133.45 -0.0160 0.0 8.000 -0.128 Vel = 4.96 302 138.03 3.314 0.0 8.000 30.000 . K Factor = 25.20 to 120 0.0 0.0 0.0 3034.58 r0.0 0.0 8.000 . 0.0 VeI= 0.17 303 138.03 3.314 0.0 8.000 30.000 K Factor = 25.20 tà 120 0.0 0.0 0.0 304 142.61 0.0181 0.0 8.000 0.145 Vel = 5.30 :304 138.36 3.314 IT 21.838 36.500 30.145 K Factor = 25.20 to 120 0.0 21.838 0.0 .313 280.97 0.0638 0.0 58.338 3.720 Vel = 10.45 0.0 ; 280.97 33.865 K Factor= 48.28 301 271.77 3.314 11 21.838 44.500 30.128 to 120 0.0 21.838 0.0 351 271.77 0.0600 0.0 66.338 3.,977 Vel = 10.11 0.0 271.77 . 34.105 K Factor = 46.54 -133.45 3.314 0.0 8.000 30.133 K Factor = 25.20 S 05 o 120 0.0 0.0 0.0 .306 -133.45 -0.0161 0.0 8.000 -0.129 Vel = 4.96 306 138.03 3.314 0.0 8.000 30.004 K Factor = 25.20 to 120 0.0 0.0 0.0 :307 4.58 0.0001 0.0 8.000 0.001 Vet = 0.17 307 138.04 3.314 0.0 8.000 30.005 K Factor = 25.20 to 120 0.0 0.0 0.0 308 142.62 0.0181 0.0 8.000 0.145 Vel = 5.30 .308 138.37 3.314 IT 21.838 36.500 30.150 K Factor = 25.20 to 120 0.0 21.838 0.0 315 280.99 0.0638 0.0 58.338 3.720 Vel ='10.45 0.0 280.99 33.870 K Factor= 48.28 271.78 3.314 1T 21.838 44.500 30.133 120 0.0 21.838 0.0 271.78 0.0600 0.0 66.338 3.977 Vet= 10.11 0.0 271.78 34.110 K Factor = 46.53 -133.54 3.314 . 0.0 8.000 30.197 K Factor = 25.20 120 0.0 0.0 0.0 -133.54 -0.0161 0.0 8.000 -0.129 Vet = 4.97 138.18 3.314 0.0 8.000 30.068 K Factor = 25.20 120 0.0 0.0 0.0 4.64 0.0001 0.0 8.000 0.001 Vel = 0.17 138.19 3.314 0.0 8.000 30.069 K Factor = 25.20 120 0.0 0.0 0.0 142.83 0.0182 0.0 8.000 0.146 Vel = 5.31 138.51 3.314 IT 21.838 36.500 30.215 K Factor = 25.20 120 0.0 21.838 0.0 281.34 0.0639 0.0 58.338 3.728 Vet = 10.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Standard Schmidt Fire Protection Page .8 CALLAWAY SYSTEM 3 Date Qa Dia. Fitting Pipe Pt Pt •Hyd. Ref. "C" or Ftng's Pe Pv Notes point at Pf/UL Eqv. Ln. Total Pf Pn 0.0 281.34 33.943 K Factor = 48.29 309 272.02 3.314 IT 21.838 44.500 30.197 to 120 0.0 21.838 0.0 355 272.02 0.0601 0.0 66.338 3.984 Vel = 10.12 0.0 . . 272.02 34.181 . KFactor= 46.53 319 25.47 3.314 1 21.838 .105.000 35.708 to 120 0.0 21.838 0.0 S357 25.47 0.0007 0.0 126.838 . 0.095 Vel = 0.95 0.0 25.47 . 35.803 K Factor = 4.26 321 24.67 3.314 IT 21.838 105.000 35.902 t4 . 120 0.0 21.838 0.0 59 24.67 0.0007 0.0 126.838 0.090 Vel = 0.92 0.0 24.67 35.992 K Factor= 4.11 323 23.38 3.314 iT 21.838 105.000 36.107 to 120 0.0 21.838 0.0 361 23.38 0.0006 0.0 126.838 0.081 Vel = 0.87 0.0 23.38 . . 36.188 K Factor = 3.89 325 24.25 3.314 IT 21.838 105.000 36.306 to 120 0.0 21.838 0.0 363 24.25 0.0007 0.0 126.838 0.087 Vel = 0.90 0.0 24.25 36.393 K Factor = 4.02 :.327 27.19 3.314 IT 21.838 105.000 36.499 ,16 120 0.0 21.838 0.0 365 27.19 0.0008 . 0.0 126.838 0.107 Vel = 1.01 0.0 27.19 . 36.606 K Factor = 4.49 329 31.96 3.314 IT 21.838 105.000 36.685 to 120 0.0 21.838 0.0 367 31.96. 0.0011 0.0 126.838 0.145 Vel = 1.19 0.0 31.96 . 36.830 K Factor = 5.27 331 37.93 3.314 •. iT 21.838 105.000 36.861 to 120 0.0 21.838 0.0 369 37.93 0.0016 0.0 16.838 0.199 Vel = 1.41 0.0 37.93 . 37.060 K Factor = 6.23 333 45.64 3.314 iT 21.838 105.000 37.028 to . 120 0.0 21.838 0.0 k.371 45.64 0.0022 0.0 126.838 0.281 Vel = 1.70 0.0 45.64 37.309 K Factor = 7.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -.Standard Sáhniidt Fire Protection Page 9 CALLAWAY SYSTEM 3 Date • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 334 66.46 3.314 IT 21.838 105.000 36.973 to 120 0.0 21.838 0.0 373 66.46 0.0044 0.0 126.838 0.562 . Vet = 2.47 0.0 . . 66.46 . 37.535 K Factor = 10.85 337 66.51 3.314 IT 21.838 105.000 37.291 120 0.0 21.838 0.0 :375 66.51 0.0044 0.0 126.838 0.562 . Vet = 2.47 0.0 . 66.51 37.853 K Factor = 10.81 339 4.41 3.314 IT 21.838 105.000 37.287 tö 120 0.0 21.838 0.0 337 441: 0.0 126.838 0.004 Vet = 0.16 0.0. 4.41 . 37.291 K Factor = 0.72 "341 87.61 3.314 . IT 21.838 105.000 37.557 to 120 0.0 21.838 0.0 379 87.61. 0.0074 0.0 126.838 0.936 Vet = 3.26 0.0 87.61 38.493 K Factor = 14.12 343 99.24 3.314 IT 21.838 105.000 37.668 fo 120 0.0 21.838 0.0 381 99.24 0.0093 0.0 126.838 1.180 Vet = 3.69 0.0 99.24 . . 38.848 K Factor= 15.92 345 112.57 3.314 IT 21.838 105.000 37.769 120 0.0 . 21.838 0.0 112.57 0.0117 0.0 126.838 1.489 Vel= 4.19 0.0 112.57 39.258 K Factor= 17.97 347 127.19 3.314 IT 21.838 105.000 37.857 to 120 . 0.0 21.838 0.0 385 127.19 0.0147 0.0 126.838 1.866 Vet = 4.73 0.0 127.19 39.723 K Factor= 20.18 349 143.23 3.314 IT 21.838 105.000 37.942 ta. 120 0.0 21.838 0.0 387 143.23 0.0183 0.0 126.838 2.325 Vet = 5.33 0.0 143.23 40.267 K Factor= 22.57 .313 280.97 3.314 IT 21.838 . 2.250 33.865 to 120 ' 0.0 21.838 1.516 ':314 280.97 0.0638 0.0 24.088 1.536 Vet = 10.45 0.0 280.97 36.917 K Factor = 46.24 '315 280.99 3.314 11 21.838 2.500 . 33.870 to . 120 0.0 21.838 1.516 316 280.99 0.0638 0.0 24.338 1.552 Vet = 10.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schrriidt Fire Protection Page 10 CALLAWAY SYSTEM 3 Date ..Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 280.99 36.938 K Factor 46.23 :317 281.34 3.314 IT 21.838 2.580 33.943 to 120 0.0 21.838 1.516 318 281.34 0.0639 0.0 24.418 1.561 Vel = 10.46 0.0 281.34 37.020 . K Factor = 46.24 319 -25.47 3.314 iT 21.838 2.830 35.708 to 120 0.0 21.838 1.516 320 -25.47 -0.0008 0.0 24.668 -0.019 Vel = 0.95 0.0 -25.47 37.205 K Factor= -4.18 .21 -24.67 3.314 IT 21.838 3.000 35.902 to 120 0.0 21.838 1.516 322 -24.67 -0.0007 0.0 24.838 -0.017 Vel = 0.92 - 0.0 -. -24.67 . 37.401 K Factor = -4.03 :323 -23.38 3.314 IT 21.838 3.170 36.107 to 120 0.0 21.838 1.516 324 -23.38 -0.0006 0.0 25.008 -0.016 Vel = 0.87 0.0 -23.38 . 37.607 K Factor = -3.81 .325 -24.25 3.314 IT 21.è38 3.420 36.306 to 120 0.0 21.838 1.516 326 -24.25 -0.0007 0.0 25.258 -0.017 Vel = 0.90 0.0 -24.25 37.805 K Factor= -3.94 .327 -27.19 3.314 IT 21.838 3.500 36.499 'to 120 0.0 21.838 1.516 328 -27.19 -0.0009 0.0 25.338 -0.022 Vel = 1.01 0.0 -27.19 37.993 K Factor t -4.41 ..329 -31.96 3.314 1 21.838 3.500 36.685 to 120 0.0 21.838 1.516 330 -31.96 -0.0011 0.0 25.338 -0.029 Vel = 1.19 0.0 -31.96 38.172 K Factor = -5.17 331 -37.93 3.314 IT 21.838 3.420 36.861 to 120 0.0 21.838 1.516 332 -37.93 -0.0016 0.0 25.258 -0.040 Vel = 1.41 0.0 . -37.93 38.337 K Factor= -6.13 333 -45.64 3.314 iT 21.838 3.170 37.028 to 120 0.0 21.838 0.0 334 -45.64 -0.0022 0.0 25.008 -0.055 Vel = 1.70 0.0 -45.64 36.973 KFactor= -7.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page II CALLAWAY SYSTEM 3 Date • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIUL Eqv. Ln. Total Pf Pn 335 -0.01 3.314 IT 21.838 3.000 37.083 to 120 0.0 21:838 1.516 336 -0.01 0.0 0.0 24.838 . Vet = 0.0 -0.01 . 38.599 K Factor= 337 -62.10 3.314 IT 21.838 2.830 37.291 to 120 .0.0 21.838 1.516 338 -62.1 -0.0039 0.0 . 24.668 -0.097 . Vel = 2.31 0.0 -62.10 . .A71 K Factor = -9.98 339 -4.41 3.314 IT 21.838 2.580 37.287 16 120 0.0 21.838 1.516 340 -4.41. . 0.0 24.418 -0.001 Vel = 0.16 0.0. -4.41 38.802 K Factor= -0.71 3411 -87.61 3.314 . 1 21.838 2.420 ' 37.557 to 120 0.0 21.838 1.516 342 -87.61. -0.0074 0.0 24.258 -0.179 Vet = 3.26 0.0 . -87.61 . 38.894 K Factor = -14.05 -99.24 3.314 IT 21.838 2.250 37.668 to 120 0.0 21.838 1.516 344 . -99.24 -0.0093. 0.0 24.088 -0.224 Vet = 3.69 '1.. . 0.0 . -99.24 . 38.960 K Factor = -15.90 345 -112.57 3.314 IT 21.838 2.080 37.769 qto 120 . 0.0 . 21.838 1.516 .346 -112.57 -0.0117 0.0 23.918 -0.281 Vet = 4.19 0.0 -112.57 39.004 K Factor = -18.02 347 -127.19. 3.314 IT 21.838 1.670 37.857 to 120 0.0 21.838 1.516 348 -127.19 -0.0147 0.0 23.508 -0.346 . Vet = 4.73 0.0 . .. -127.19 . 39.027 K Factor = -20.36 349 -143.23 3.314 IT' 21.838 1.330 37.942 to 120 0.0 21.838 14.184 350 -143.23 -0.0183 0.0 23.168 -0.424 Vel = 5.33 0.0 . . -143.23 51.702 K Factor, = -19.92 .314 280.97 6.357 0.0 . 8.000 36.917 to 120 0.0 0.0 0.0 316 280.97 0.0026 , 0.0 8.000 0.021 Vet = 2.84 :316 280.99 6.357 0.0 8.500 36.938 09i 120 0.0 0.0 0.0 18 561.96 0.0096 0.0 8.500 0.082 Vel= 5.68 318 281.34 6.357 0.0 9.080 37.020 to. 120 0.0 0.0 0.0 .320 843.3 0.0204 0.0 9.080 0.185 Vet = 8.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Standard Schniidt Fire Protection Page .12 CALLAWAY SYSTEM 3 Date .Hyd. . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL . Eqv. Ln. Total Pf Pn 320 -25.47 6.357 0.0 . 6.000 . 37.205 to 120 0.0 0.0 0.0 HS3 817.83 0.0193 0.0 6.000 0.116 VéI = 8.27 HS3 100.00 6.357 0.0 3.330 37.321 Qa = 100 to 120 0.0 0.0' 0.0 322 917.83 0.0240 0.0 3.330 0.080 Vel = 9.28 322 -24.67 6.357 0.0 9.080 37.401 to 120 0.0 0.0 0.0 324 893.16 0.0227 0.0 ' 9.080 0.206 Vel = 9.03 S324 -23.39 6.357 0.0 9.170 37.607 to 120 0.0 0.0 0.0 -326 869.77 0.0216 , 0.0 9.170 0.198 Vel = 8.79 326 -24.25 6.357 0.0 9.170 37.805 to 120 0.0 0.0 0.0 328 845.52 0.0205 0.0 9.170 0.188 Vel = . 8.55 "328 -27.19 6.357 0.0 9.250 37.993 to 120 0.0 0.0 0.0 330 818.33 0.0194 0.0 9.250 0.179 . Vel = 8.27 330 -31.96 6.357 0.0 9.250 38.172 . tà 120 0.0 0.0 0.0 332 786.37 0.0178 0.0 9.250 0.165 Vel = 7.95 332 . -37.94 6.357 . 0.0 9.250 38.337 tb 120 0.0 0.0 ' -1.516 334 748.43 0.0164 0.0 9.250 0.152 Vel = 7.57 334 -112.09 6.357 0.0 9.080 36.973 to 120 0.0 0.0 1.516 336 636.34 0.0121 0.0 9.080 0.110 Vel = 6.43 336 0.0 6.357 0.0 9.170 38.599 Jo 120 0.0 0.0 0.0 - 338 636.34 0.0121 . 0.0 9.170 0.111 . Vel = 6.43 '338 -62.10 6.357 0.0 . 9.170 . 38.710 to, 120 0.0 0.0 0.0 _340 574.24 0.0100 0.0 9.170 0.092 Vel = 5.80 340 -4.41 6.357 0.0 9.250 38.802 to 120 0.0 0.0 0.0 342 569.83 0.0099 0.0 9.250 . 0.092 Vel = 5.76 342 -87.61 6.357 0.0 9.170 38.894 to 120 0.0 0.0 0.0 344 482.22 0.0072 0.0 9.170 0.066 Vel'= 4.87 .344 to 346 - -99.24 382.98 6.357 120' 0.0048 0.0 0.0 0.0 9.250 0.0 9.250 38.960 0.0 0.044 Vel = 3.87 ;346 -112.57 6.357 0.0 9.080 39.004 to ' 120 0.0 0.0 0.0 348 270.41 0.0025 0.0 9.080 0.023 Vel = 2.73 348 -127.18 6.357 ' 0.0 9.170 39.027 to 120 0.0 0.0 12.668 350 143.23 0.0008 0.0 9.170 0.007 . Vel = 1.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schniidt Fire Protection . Page 13 .CALLAWAY SYSTEM 3 Date *-'Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf . Pn 0.•0 143.23 51.702 KFactor= 19.92 .351 .271.77 3.314 IT 21.838 2.250 34.105 to 120 0.0 . 21.838 1.516 352 271.77 0.0599 . 0.0 24.088 1.444 Vel = 10.11 0.0 271.77 37.065 K Factor = 44.64 353 271.78 3.314 IT 21.838 2.500 34.110 to 120 0.0 21.838 1.516. 354 271.78 0.0600 0.0 24.338 1.460 Vel = 10.11 0.0 271.78 37.086 . . K Factor = 44.63 355 272.02 3.314 IT 21.838 2.580 34.181 to 120 0.0 21.838 1.516 356 272.02 0.0600 0.0 24.418 1.466 Vel = 10.12 0.0 272.02 . 37.163 . K Factor = 44.62 357 25.47 3.314 IT 21.838 2.830 35.803 to 120 0.0 21.838 . 1.516 358 25.47 0.0008 0.0 24.668 0.019 Vel = 0.95 0.0 0 25.47 37.338 K Factor= 4.17 359 24.67 3.314 IT 21.838 3.000 35.992 to 120 0.0 21.838 1.516 3600 24.67 0.0007 0.0 24.838 0.018 • 0.0 • 24.67 37.526 K Factor= 4.03 361 23.38 3.314 1T 21.838 3.170 36.188 to . . 120 0.0 21.838 1.516 362 23.38 0.0006 0.0 25.008 0.016 Vel = . 0.87 0.0 . 0 -- 23.38 37.720 K Factor= 3.81 :363 24.25 . 3.314 IT 21.838 3.420 36.393 to 120 0.0 21,838 1.516 364 24.25 0.0007 0.0 25.258 0.018 Vel = 0.90 0.0 24.25 37.927 K Factor= 3.94 365 27.19 3.314 IT 21.838 3.500 36.606 to • 120 0.0 21.838 1.516 - 366 27.19 0.0008 0.0 25.338 0.021 Vel = 1.01 0.0 - 27.19 38.143 K Factor= 4.40 367 31.96 3.314 IT 21.838 3.500 36.830 to 120 0.0 21.838 1.516 S368 31.96 0.0011 0.0 25.338 0.029 Vel = 1.19 0.0 31.96 . 38.375 K Factor = 5.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard . Schthidt Fire Protection Page .14 CALLAWAY SYSTEM 3 . Date Qa Dia. Fitting Pipe Pt Pt • Hyd. Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 369 37.93 3.314 IT 21.838 .3.420 . 37.060 to 120 0.0 21.838 1.516 370 37.93 0.0016 0.0 25.258 0.040 Vel = 1.41 0.0 3793 . 38.616 K Factor = 6.10 371 45.64 3.314 . IT 21.838 3.170 37.309 to 120 . 0.0 21.838 1.516 372 45.64 0.0022 0.0 25.008 0.055 Vel = 1.70 0.0. 45.64 38.880 K Factor = 7.32 L.373 66.46 3.314 IT 21.838 3.000 37.535 120 .0.0 21.838 1.516 374 66.46 0.0044 0.0 . 24.838 0.110 Vel = 2.47 0.0 -- 66.46 39.161 K Factor= 10.62 ..375 66.51 3.314 IT 21.838. 2.830 37.853 to 120 0.0 21.838 1.516 376 66.51 0.0044 0.0 24.668 0.109 Vel = 2.47 0.0 . . 39.478 K Factor = 10.59 S 66.51 377 -0.01 3.314 IT 21.838 2.580 38.316 to . 120 0.0 21.838 1.516 378 -0.01 0.0. 0.0 24.418 Vel = 0.0 -0.01 . 39.832 KFactor= 379 87.61 3.314 IT 21.838 2.420 38.493 to 120 0.0 21.838 1.516 .380 87.61 0.0074 0.0 24.258 0.179 Vel = 3.26 0.0 87.61 40.188 K Factor =. 13.82 381 99.24 3.314 IT 21.838 2.250 38.848 to . 120 • 0.0 21.838 1.516 ..382 99.24 0.0093 0.0 24.088 0.223 Vel = 3.69 0.0 99.24 . 40.587 K Factor= 15.58 383 112.57 3.314 IT 21.838 2.080 39.258 to 120 0.0 21.838 1.516 384 112.57 0.0117 0.0 23.918 0.280 Vel- 4.19 0.0 112.57 41.054 KFactor= 17.57 385 127.19 3.314 IT 21.838 1.670 39.723 to . 120 0.0 21.838 1.516 386 127.19 0.0147 0.0 23.508 0.346 Vel = 4.73 . 0.0 . . 127.19 41.585 KFactor= 19.72 '387 143.23 3.314 1 21.838 1.330 40.267 120 0.0 21.838 1.516 388 143.23 0.0183 0.0 23.168 0.425 Vel = 5.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection . Page 15 CALLAWAY SYSTEM 3 Date S Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 143.23 . 42.208 K Factor = 22.05 352 .271.77 6.357 0.0 8.000 37.065 to 120 0.0 0.0 0.0 354 271.77 0.0026 . 0.0 8.000 0.021 Vel = 2.75 354 271.78 6.357 0.0 8.600 37.086 to 120 .0.0 0.0 0.0 :356 543.55 0.0090 0.0 8.600 0.077 .. Vel = 5.49 56 272.02 6.357 0.0 9.080 37.163. to 120 0.0 0.0 0.0 1.358 815.57 0.0193 0.0 9.080 0.175 Vel = 8.24 358 25.47 6.357 0.0 9.250 37.338 to 120 0.0 0.0 :0.0 360 841.04 0.0203 0.0 9.250 0.188 Vel = 8.50 360 24.67 6.357 0.0 9.080 37.526 to 120 0.0 0.0 0.0 362 865.71 0.0214 0.0 9.080 0:194 Vel = 8.75 362 23.39. 6.357 0.0 9.170 37.720 to . 120 0.0 00 . 0.0 364 889.1 0.0226 0.0 9.170 0.207 Vel = 8.99 364. 24.25 6.357 0.0 9.170 37.927 tb 120 0.0 0.0 0.0 366 913.35 0.0236 0.0 9.170 0.216 Vel = 9.23 366 .27.19 6.357 0.0 . 9.250 . 38.143 tO 120 0.0 0.0 0.0 368 940.54 0.0251 0.0 9.250 0.232 Vel = 9.51 ..368 31.97 6.357 0.0 . 9.080 38.375 to 120 0.0 0.0 0.0 . .370 972.51 0.0265 0.0 9.080 0.241 Vel = 9.83 370 37.93 6.357 0.0 9.250 38.616 to 120 0.0 0.0 0.0 372 1010.44 0.0285 0.0 9.250 0.264 Vel = 10.21 372 45.63 6.357 0.0 9.080 38.880 to 120 0.0 0.0 0.0 374 1056.07 0.0309 0.0 9.080 0.281 Vel = 10.68 .374 66.46 6.357 . 0.0 9.170 39.161 to 120 0.0 0.0 0.0 376 1122.53 0.0346 0.0 9.170 0.317 Vel = 11.35 :.376 . 66.51 6.357 . 0.0 9.170 39.478 to 120 0.0 0.0 0.0 .378 1189.04 0.0386 0.0 9.170 0.354 Vel = 12.02 378 0.0 6.357 0.0 - 9.250 39.832 tb 120 0.0 0.0 0.0 380 . 1189.04 0.0385 0.0 9.250 0.356 Vel = 12.02 87.61 6.357 0.0 9.080 40.188 S380 o 120 0.0 0.0 0.0 :382 1276.65 0.0439 0.0 9.080 0.399 Vel 12.90 382 99.25 6.357 0.0 9.250 40.587 to 120 0.0 0.0 0.0 384 1375.9 0.0505 0.0 9.250 0.467 Vel = 13.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Standard Schthidt Fire Protection Page 16 CALLAWAY SYSTEM 3 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes W Point Qt Pf/UL Eqv. Ln. Total Pf Pn 384 112.56 6.357 0.0 9.080 41.054 to 120 0.0 0.0 0.0 386 1488.46 0.0585 0.0 9.080 0.531 Vel = 15.05 386 127.19 6.357 0.0 9.170 41.585 to 120 0.0 0.01 0.0 388 1615.65 0.0679 0.0 9.170 0.623 Vel = 16.33 388 143.22 6.357 IT 37.72 1.500 42.208 to 120 0.0 37.720 0.0 389 1758.87 0.0795 0.0 39.220 3.119 Vel = 17.78 389 0.0 8.249 81 15.269 165.000 45.327 to 120 0.0 122.149 7.112 '-TR3 1758.87 0.0224 0.0 287.149 6.420 Vel = 10.56 TR3 0.0 8.249 15 52.853 11.000 58.859 to 120 IG 4.698 119.800 4.764 BR3 1758.87 0.0224 IT 41.108 130.800 2.925 Vel = 10.56 IZ 21.141 BR3 0.0 8.249 1 41.108 5.000 66.548 OP to 120 0.0 41.108 0.0 BOR 1758.87 0.0224 0.0 46.108 1.031 Vel- 10.56 BOR 0.0 8.249 0.0 1.000 67.579 140 0.0 0.0 0.576 41)to FLG 1758.87 0.0160 0.0 1.000 0.016 Vel = 10.56 FLG 0.0 8.27 1L 20.56 10.000 68.171 to 140 0.0 20.560 1.516 U 1758.87 0.0166 0.0 30.560 0.508 Vel = 10.51 U 0.0 7.98 4L 19.632 150.000 70.195 to 150 0.0 78.524 0.0 BO 1758.87 0.0174 0.0 228.524 3.974 Vel = 11.28 0.0 8.27 3L 20.56 15.000 74.169 to 140 0.0 61.681 10.000 *Fixed loss i0 BI 1758.87 0.0166 0.0 76.681 1.273 Vel = 10.51 BI 0.0 7.98 1G 6.041 40.000 85.442 to 150 IT 52.855 58.893 0.0 LP 1758.87 0.0174 0.0 98.893 1.720 Vel = 11.28 LP -914.95 7.98 1 6.041 400.000 87.162 Qa = 150 to 150 IT 52.855 58.893 0.0 X 843.92 0.0045 0.0 458.893 2.051 Vel = 5.41 Ix 0.0 7.98 3L 19.632 620.000 89.213 to 150 1 6.041 117.786 -2.166 SRC 843.92 0.0045 iT 52.855 737.786 3.298 Vel = 5.41 .0 843.92 90.345 K Factor = 88.79 LP 1064.96 7.98 21- 19.632 680.000 87.162 to 150 1G 6.041 98.155 -2.166 SRC 1064.96 0.0069 iT 52.855 778.155 5.349 Vel = 6.83 O 0.0 1064.96 90.345 K Factor = 112.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 io 90.."L~ql 'ITds' ~i—q- - . . Fire Protection by Càmputer Design Schmidt Fire Protection 4760 Murphy canyon Road San Diego Ca. 92123 858-279-6122 Job Name CALLAWAY SYSTEM 4 Building : GOLF BALL/WAREHOUSE Location : 2180 RUTHERFORD ROAD System : 4 Contract : SFP-742 Data File : SYS4ESFR.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page .1 CALLAWAY SYSTEM 4 Date - Hydraulic Design Information Sheet WName - CALLAWAY GOLF Date - 5-16-07 Location - 2180 RUTHERFORD ROAD Building - GOLF BALL/WAREHOUSE System No. - 4 Contractor - Contract No. - SFP-742 Calculated By - K WILSON Drawing No. - FP-3 Construction: C ) Combustible (X) Non-Combustible - 34' +1 - Ceiling Height Occupancy - S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 C ) 2 ( ) 3 (X) Ex.Haz.. Y ( ) NFPA 231 C ) NFPA 231C C ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 12 HEADS System Type Sprinkler/Nozzle Density - (X) Wet Make TYCO li Area Per Sprinkler - 80 ( ) Dry Model ESFR E Elevation at Highest Outlet - 32.75 C ) Deluge Size K-25 Hose Allowance - Inside - 100 C ) Preaction K-Factor 25.2 I Rack Sprinkler Allowance - C ) Other Temp.Rat.214 G Hose Allowance - Outside - 150 '4 Note Calculation Flow Required - 1758.91 Press Required - 69.062 At Base of Riser Summary C-Factor Used: 120 Overhead 150 Underground Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-8-07 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 113 @ Press - R Residual Press - 112 Elev. - Well Flow - 1545 Proof Flow S Elevation - Ti P Location - RUTHERFORD- ROAD AND BALFOUR COURT P. L Source of Information - SCHMIDT FIRE PROTECTION AND CARLSBAD WATER DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M Single Row C ) Conven. Pallet C ) Auto. Storage C I Ericap. S R ( ) Double Row . C ) Slave Pallet C ) Solid Shelf ( ) Non T A C ) Mult. Row ( ) Open Shelf O C R K Flue Spacing . . Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Schmidt Fire Protection Page 2 CALLAWAY SYSTEM 4 Date City Water Supply: Cl - Static Pressure : 101.7 PSI 2' C2 - Residual Pressure: 100.7 PSI 3 (a2 C2 - Residual Flow : 1545 GPM -' 150 140 130 P 120 R 110 E 100 90 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 - 1200 1400 1600 .1800 FLOW (NA 1.85) Dl - Elevation : 13.318 PSI 02 - System Flow : 1658.91 GPM D2 - System Pressure : 92.837 PSI Hose(Adj City) : GPM Hose ( Demand) : 250 GPM 03 - System Demand : 1908.91 GPM Safety Margin : 7.384 PSI Cl C2 02 D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary .. . . Schmidt Fire Protection . Page .3 CALLAWAY SYSTEM 4 . . . Date : Fitting Legend bbrev. Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee , 45 Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee. Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Schmidt Fire Protection . Page 4 CALLA WAY SYSTEM 4 Date. Unadjusted Fittings Table 1/2 3/4 1 11/4 11/2 2 21/2 3 . 31/2 4 A 7.7 21.5 17.0 B . 7.0 10.0 . 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H . 1.0 1.5 2.0 . 2.0 3.0 . 3.0 3.5 3.5 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 . 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K . . . 14.0 14.0 L . 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 . 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 • 3.0 5.0 60 8.0 10.0 • 12.0 15.0 P . 1.0 • 1.0. 1.0 2.0 2.0 2.0 30 • 4.0 Q, • 18.0 29.0 35.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S. 4.0 5.0 5.0 7.0 9.0 11.0 14.0 . 16.0 19.0 22.0 T 3.0 .. 4.0 . 5.0 6.0 8.0 10.0 12.0 15.0 17.0 200 U 1.8 2.2 2.6 3.4 V . • 3.5 4.3 5.0 6.8 W • .. • 10.3 X • 8.5 10.8 13.0 16.0 2.0 4.0 • 5.0 6.0 8.0 10.5 12.5 15.5 • 22.0 • %2.0 2.0 2.0 3.0 4.0 • 5.0 6.0 • 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 • 1.0 47.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0: 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 4.5 5.0 6.5 • 8.5 10.0 18.0 20.0 23.0 25.0 30.0 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 21.0 25.0 • 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 36.0 55.0 45.0 8.0 9.0 • 13.0 16.0 18.0 24.0 . 27.0 300 34.0 40.0 10.0 12.0 • 16.0 19.0 22.0 33.0 • 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 4.2 5.0 5.0 . 8.5 10.0 13.0 .13.1 31.8 . 35.8 27.4 21.0 25.0 33.0 • • . 12.0 14.0 18.0 22.0 : 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 . Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD• d Schmidt Fire Protection Page 5 CALLAWAY SYSTEM 4 Date .Node Elevation K-Fact Pt Pn Flow Density Area Press No. . Actual Actual . Req. 401 32.75 25.2 30.15 na 402 32.75 25.2 30.0 na 403 32.75 25.2 30.0 . na 404 32.75 25.2 30.12 na 405 32.75 25.2 30.16 na 406 32.75 25.2 30.01 . na 407 32.75 25.2 30.0 na 408 32.75 25.2 30.13 na .409 32.75 25.2 30.22 na 410 32.75 25.2 30.07 na 411 32.75 25.2 30.07 na 412 32.75 25.2 30.2 na 419 32.75 341 na 421 32.75 34.48 na 423 . 32.75 34.68. na 425 32.75 34.88 na 427 32.75 35.08 na 429 32.75 35.29 na 31 32.75 35.5 na 433 32.75 . 35.73 na 435 32.75 35.96 na 437 32:75 36.2 na 439. .32175 . 36.47 na 441 32.75 36.75 na 443 32.75 37.07 na 445 32.75 37.43 . na 447 32.75 37.84 na •449 413 32.75 32.75 39.93 32.62 na na 415 32.75 32.63 na 417 32.75 . 32.7 . na 414 29.25 . . 35.56 na 416 29.25 35.58 na 418 29.25 35.66 na 29.25 . 35.83 na 422 29.25 36.01 na 424 29.25 . 36.2 na 46 29.25 . 36.4 na 428 29.25 36.61 na 430 29.25 36.82 na 432 29.25 37:04 na 434 29.25 37.28 na 436 29.25 ' 37.52 na 438 29.25 . 37.79 na 440 29.25 38.09 . , na 442 29.25. 38.42 na 444 29.25 38.79 na 446 29.25 39.22 na 448 . 29.25 . 39.71 na 450 29.25 42:26 . na 452 32.75 32.37 na 454 32.75 . 32.38 na 456 32.75 . 32.45 na 458 32.75' 34.24 na 40 32.75 34.44 na 462 32.75 34.65 na 44 32.75 34.85 na 466 32.75 • 35.05 na 32.75 35.25 na 32.75 . 35.44 na 472 . •470 32.75 . 35.63 . na 474 32.75 , 35.8 na 138.37 . .5 80 . 30.0 138.03 . .5 80 30.0 138.03 .5 80 30.0 138.31 .5 80 ' 30.0 138.38 .5 80 30.0 138.04 .5 80 30.0 138.04 .5 80 30.0 138.32 .5 80 30.0. 138.54 .5 80 30.0 138.19 .5 80 30.0 138.19 .5 80 30.0 138.48 .5 80 30.0 Flow Summary - Standard Schmidt Fire Protection . Page 6 CALLAWAY SYSTEM 4 . Date. Node Elevation K-Fact Pt Pn . Flow Density Area Press No. Actual Actual . Req. 476 32.75 35.97 na 478 32.75 36.13 na 480 32.75 36.28 na 482 . 32.75 36.41 na 484 . . 32.75 . 36.54 . na 486 32.75 36.66 na 488 32.75 37.14 na 453 29.25 35.45 na 455 29.25 35.47 na 457 29.25 . . . 35.55 na 459 29.25 . . 35.74 na HOS 29.25 35.83 na 100.0 461 29.25 . 35.95 na 463 29.25 36.16 na 465 29.25 . 36.36 na 467 29.25 36.56 na 469 29.25 36.76 na 471 29.25 36.94 na 473 29.25 37.11 na 475 29.25 .. 37.27 na 477 29.25 37.42 na 479 29.25 . 37.54 na 481 29.25 37.65 . na 483 29.25 37.73 na 45 29.25 37.79 na 487 29.25 37.82 na 451 29.25 . 42.33 na T04 13.33 . 61.15 na BR4 1.83 69.06 na OR 1.83 70.07 na .L G 0.5 70.66 na U -3.0 72.69 na 60 -3.0 76.66 . na BI -3.0 87.93 na 1? -3.0 89.65 na 150.0 X -3.0 91.71 na SRC 2.0 92.84 na The maximum velocity is 15.71 and it occurs in the pipe between nodes 448 and 451 Computer Programs by Hydratec Inc. Route 111. Windham N.H. USA 03087 Final Calculations - Standard . . Schmidt Fire Protection . . . Page .7 CALLA WAY SYSTEM 4 . . Date Qa Dia. Fitting Pipe Pt Pt •Hyd. Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL. . Eqv. Ln. Total Pf Pn 401 -144.87 3.314 0.0 8.000 30.150 K Factor =25.20 to . 120 0.0 0.0 0.0 402 -144.87 -0.0186 0.0 8.000 -0.149 Vel = 5.39 402 138.03 3.314 0.0 8.000 30.001 K Factor = 25.20 to 120 0.0 0.0.. 0.0 403 -6.84 -0.0001 0.0 8.000 -0.001 Vel = 0.25 403 138.02 . 3.314 0.0 8.000 30.000 K Factor = 25.20 to 120 0.0 0.0 0.0 404 - 131.18 0.0156 0.0 8.000 0.125 Vel = 4.88 138.31 3.314 IT 21.838 20.500 30.125 K Factor 25.20 .to 120 0.0 21.838 0.0 413 269.49 00590. 0.0 42.338 2.499 Vel = 10.02 • 0.0 269.49 . . 32.624 K Factor = 47.18 401 283.24 3.314 IT 21.838 12.500 30.150 ..to 120 0.0 21.838 0.0 452 283.24 0.0647 0.0 34.338 .2.223 Vel = 10.54 0.0 283.24 32.373 K Factor = 49.78 405 -144.89 3.314 0.0 8.000 30.155 . . K Factor = 25.20 .to 120 0.0 0.0 0.0 406 -144.89 -0.0188 0.0 8.000 -0.150 Vel = 5.39 - 406 138.04 3.314 0.0 8:000 30.005 K Factor = 25.20 to 120 0.0 . 0.0 0.0 .407 -6.85 0.0 0.0 8.000 0.0 Vel = 0.25 407 138.03 3.314 0.0 8.000 30.005 K Factor = 25.20 to 120 0.0 0.0 0.0 .408 131.18 0.0155 0.0 8.000 0.124 Vel = 4.88 408 138.33 3.314 IT 21.838 20.500 . 30.129 K Factor = 25.20 to 120 0.0. 21.838 0.0 415 269.51 0.0590 0.0 42.338 2.500 Vel = 10.02 0.0 269.51 . 32.629 K Factor = 47.18 405 283.27 3.314 1 21.838 12.500 30.155 to 120 0.0 21.838 0.0 454 283.27 0.0647 0.0 34.338 . 2.223. Vel = 10.54 0.0 283.27 32.378 K Factor = 49.78 409 -145.20 3.314 0.0 8.000 30.223 K Factor = 25.20 to 120 0.0 0.0 0.0 .410 -145.2 -0.0189 0.0 8.000 -0.151 Vel = 5.40 410 138.19 3.314 0.0 8.000 30.072 K Factor = 25.20 to • 120 0.0 0.0 0.0 411 -7.01 0.0 0.0 8.000 0.0 Vel = 0.26 . 138.20 3.314 0.0 8.000 30.072 K Factor = 25.20 10 411 o 120 0.0 0.0 0.0 '412 131.19 0.0155 0.0 8.000 0.124 Vel = 4.88 412 138.47 3.314 IT 21.838 20.500 30.196 K Factor = 25.20 to 120 0.0 21.838 0.0 417 269.66 0.0591 0:0 42.338 2.502 Vel = 10.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection CALLAWAY SYSTEM 4 Qa Dia. Fitting Pipe Pt Pt • Hyd. Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf . Pn Page 8. Date Notes 0.0 269.66 32.698 K Factor = 47.16 409 .283.73 3.314 IT 21.838 12.500 30.223 to 120 0.0 21.838 0.0 456 283.73 0.0649 . . 0.0 34.338 2.229 Vet = 10.55 0.0 283.73 32.452 K Factor= 49.81 419 -24.14 3.314 IT 21.838 57.000 34.296 to 120 0.0 21.838 0.0 :458 -24.14 -0.0007 . 0.01 78.838 -0.054 Vet = 0.90 0.0 -24.14 34.242 . KFactor= -4.13 421 -21.00 3.314 IT 21.838 57.000 34.484 to . 120 0.0 21.838 0.0 460 -21.0 -0.0005 0.0 78.838 -0.041 Vet = 0.78 0.0 -21.00 34.443 . K Factor= 3.58 423 -17.02' 3.314 IT 21.838 57.000 34.678 to 120 0.0 21.838 0.0 462 -17.02 -0.0004 0.0 78.838 -0.028 Vel = 0.63 p 0.0 -17.02 34.650 K Factor= -2.89 425 -15.46 3.314 IT 21.838 '57.000 34.878 to 120 ' 0.0 . 21.838 0.0 464 -15:46 -0.0003 0.0 78.838 , -0.024 Vet = 0.58 0.0 -15.46 34.854 K Factor = -2.62 427 -16.66 3.314 IT 21.838 57.000 35.082 to 120 0.0 21.838. 0.0 466 -16.66 -0.0003 0.0 78.838 • -0.027 • Vel = 0.62 0.0 -16.66 35.055 K Factor = -2.81 429 -20.40 . 3.314 IT 21.838 57.000 35.292 to 120 0.0 21.838 ' 0.0 468 -20.4 -0.0005 0.0 78.838 -0.039 Vet = 0.76 0.0 -20.40 . 35.253 K Factor = -3.44 431 ' -26.08 3.314 IT 21.838 57.000 35.504 to * 120 ' 0.0 21.838 0.0 • 470 -26.08 -0.0008 0.0 78.838 -0.062 Vet = 0.97 0.0 -2608 35.442 . * K Factor = -4.38 433 -33.60 3.314 iT 21.838 57.000 35.728 to 120 0.0 21.838 0.0 472 3 -0.0013 0.0 78.838 -0.099 Vet = 1.25 0.0 -33.60 • 35.629 K Factor = -5.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection . Page .9 CALLAWAY SYSTEM 4 . Date • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 435 -42.50 3.314 IT 21.838 57.000 35.957 to . 120 0.0 21.838 0.0 474 -42.5 -0.0019 0.0 78.838 -0.152 Vel = 1.58 0.0 -42.50 35.805 k Factor= -7.10 437 -52.97 3.314 . IT 21.838 57.000 36.202 to 120 0.0 21.838 0.0 476 -52.97 -0.0029 0.0 78.838 -0.229 Vel = 1.97 0.0 -52.97 35.973 K Factor= -8.83 439 -64.98 3.314 iT 21.838 57.000 36.465 lb 120 0.0 21.838 0.0 - 478 -64.98 -0.0042 0.0 78.838 -0.334 . Vel = 2.42 0.0 -64.98 36.131 K Factor = -10.81 441 -78.56 3.314 1 21.838 57.000 36.754 to 120 0.0 21.838 0.0 480 -78.56 -0.0060 0.0 78.838 -0.475 . Val = 2.92 0.0 36.279 K Factor = -13.04 • -78.56 443 -93.60 3.314 1 21.838 57.000 37.072 to . 120 . 0.0 21.838 0.0 482 -93.6 -0.0083 0.0 78.838 -0.658 Vel = .3.48 0.0 -93.60 36.414 K Factor = -15.51 445 -110.31 3.314 IT 21.838 57.000 37.432 to 120 0.0 21.838 0.0 484 -110.31 -0.0113 0.0 78.838 -0.891 Vel = 4.10 0.0 -110.31 . 36.541 K Factor =,18.25 447 -128.56 3.314 IT 21.838 57.000 37.839 to 120 0.0 21.838 0.0 486 -128.56 -0.0150 0.0 78.838 -1.183 Vel = 4.78 0.0 -128.56 36.656 K Factor = -21.23 449 -204.40 3.314 IT 21.838 57.000 39.927 to 120 0.0 21.838 0.0 488 -204.4 -0.0354 . 0.0 78.838 -2.790 Vel 7.60 0.0• -: -204.40 37.137 K Factor = -33.54 413 269.49 3.314 IT 21.838 2.250 32.624 to 120 0.0 21.838 1.516 414 269.49 0.0590 0.0 24.088 1.421 Vel = 10.02 0.0 269.49 35.561 K Factor= 45.19 W415 269.51 3.314 IT 21.838 2.500 . 32.629 to 120 0.0 21.838 1.516 416 269.51 0.0590 0.0 24.338 1.436 . Vel = 10.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard- Schmidt Fire Protection Page 10 CALLAWAY SYSTEM 4 Date Qa Dia. Fitting Pipe Pt Pt • Hyd. 'Ref. 'IC" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 269.51 35.581 K Factor= 45.18 417 269.66 3.314 IT 21.838 2.580 32.698 to 120 0.0 21.838 1.516 . 418 269.66 0.0591 . 0.0 24.418 1.443 Vel = 10.03 • 0.0 269.66 . . 35.657 K Factor= 45.16 419 24.14 3.314 IT 21.838 2.830 34.296 to 120 0.0 21.838 1.516 420 24.14 0.0007 0.0 24.668 0.017 Vel = 0.90 0.0 24.14 35.829 . K Factor = 4.03 421 21.00' 3.314 IT 21.838 3.000 34.484 to 120 0.0 21.838 1.516 _422 21.0 0.0005 0.0 24.838 0.013 Vet = 0.78 0.0 . . 21.00 • 36.013 . K Factor = 3.50 423 17.02' 3.314 1T 21.838 3.170 34.678 to 424 120 0.0 .21.838 1.516 17.02 0.0004 0.0 25.008 . 0.009 Vel = 0.63 S 0.0 17.02 36.203 K Factor = 2.83 425 15.46 3.314 . IT 21.838 3.420 34.878 to 120 0.0 21.838 1.516 426 15.46 0.0003 0.0 25.258 . 0.007 Vet = 0.58 0.0 : 15.46 . 36.401 K Factor = 2.56 427 16.66 3.314 IT 21.838 3.500 35.082 ,to 120 0.0 21.838 . 1.516 428 16.66 0.0003 0.0 25.338 0.008 Vel = 0.62 • 0.0 . 16.66 . 36.606 K Factor= 2.75 429 20.40 . 3.314 IT 21.838 3.500 35.292 to 120 0.0 21.838 1.516 430 20.4 0.0005 0.0 25.338 0.013 Vet = 0.76 0.0 20.40 36.821 K Factor = 3.36 431 26.08 3.314 IT 21.838 3.420 35.504 to 120 • 0.0 21.838 1.516 432 26.08 0.0008 0.0 25.258 0.020 Vet = 0.97 • 0.0 . • 26.08 . 37.040 K Factor = 4.29 433 33.60 3.314 1 21.838 3.170 35.728 to • 120 0.0 21.838 1.516 AM 434 33.6 0.0012 0.0 25.008 0.031 Vel = 1.25 0.0 33.60 • . 37.275 K Factor = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection . Page .11 CALLAWAY SYSTEM 4 - Date • .Hyd. Qa Dia: Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 435 42.50 3.314 IT 21.838 3.000 35.957 to 120 0.0 21.838 1.516 436 42.5 0.0019 0.0 24.838 . 0.048 Vel = 1.58 0.0 42.50 37.521 K Factor = 6.94 437 52.97 3.314 1 21.838 2.830 36.202 to 120 0.0 21:838 1.516 438 52.97 0.0029 0.0 24.668 0.072 Vel = 1.97 0.0 52.97 37.790 K Factor = 8.62 439 64.98 3.314 IT 21.838 2.580 36.465 to 120 0.0 21.838 1.516 440 64.98 0.0043 0.0 24.418 0.104 Vel = 2:42 0.0 64.98 38.085 K Factor = 10.53 441 78.56 3.314 1 21.838 2.420 36.754 to 120 0.0 21.838 1.516 442 78.56 0.0061 0.0 24.258 0.147 Vel = 2.92 0.0 78.56 . 38.417 K Factor= 12.67 443 93.60 3.314 IT 21.838 2.250 37.072 to . 120 . 0.0 21.838 1.516 444 93.6 0.0083 0.0 24.088 0.200 Vel = 3.48 0.0 93.60 38.788 K Factor= 15.03 445 110.31 3.314 . IT 21.838 2.080 37.432 to 120 0.0 21.838 1.516 446 110.31 0.0113 0.0 23.918 0.270 Vel = 4.10 0.0 110.31 39.218 K Factor =.I7.61 447 128.56 3.314 IT 21.838 1.670 37.839 to 120 0.0. 21.838 1.516 448 128.56 0.0150 0.0 23.508 0.353 Vel = 4.78 0.0 128.56 . 39.708 K Factor= 20.40 449 204.40 3.314 IT 21.838 1.330 39.927 to 120 0.0 21.838 1.516 450 204.4 0.0354 0.0 23.168 0.820 Vel .= 7.60 0.0 - 204.40 42.263 K Factor= 31.44 414 269.49 6.357 0.0 8.000 35.561 to . 120 0.0 0.0 0.0 - 416 269.49 0.0025 0.0 8.000 0.020 Vel = 2.72 416 269.51 6.357 0.0 8.500 35.581 120 0.0 0.0 0.0 P418 539.0 0.0089 0.0 8.500 0.076 Vel = 5.45 418 269.66 6.357 0.0 9.080 35.657 to 120 0.0 0.0 0.0 420 808.66 .0.0189 0.0 9.080 0.172 Vel = 8.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page 12 CALLAWAY SYSTEM 4 Date • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C'1 or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 420 24.14 6.357 0.0 9.250 35.829 to 120 0.0 0.0 0.0 422 832.8 0.0199 0.0 9.250 0.184 Vet = 8.42 422 21.00 6.357 0.0 9.080 36.013 to 120 0.0 0.0 0.0 424 853.8 0.0209 0.0 9.080 0.190 Vel = 8:63 424 17.02 6.357 0.0 9.170 36.203 to 120 0.0 0.0 0.0 426 870.82 0.0216 . 0.0 9.170 0.198 Vel = 8.80 426 15.46 6.357 0.0 9.170 36.401 ,to 120 0.0 0.0 0.0 "428 886.28 0.0224 0.0 9.170 0.205 Vel = 8.96 428 16.66 6.357 0.0 9.250 36.606 to 120 0.0 0.0 0.0 430 902.94 0.0232 0.0 9.250 0.215 Vél = 9.13 430 20.41 6.357 0.0 9.080 36.821 'to 120 0.0 0.0 0:0 _432 923.35 0.0241 0.0 9.080 0.219 :432 26.08 6.357 0.0 9.250 37.040 to 120 0.0 0.0 0.0 434 949.430.0254 0.0 9.250 0.235 Vet = 9.33 Vet = 9.60 434 . 33.60 6.357 0.0 9.080 37.275 to 120 0.0 0.0 0.0 436 983.03 0.0271 0.0 9.080 0.246 Vet = 9.94 436 42.50 6.357 0.0 9.170 37.521 to 120 0.0 0.0 0.0 438 1025.53 0.0293 . 0.0 9.170 0.269 Vel = 10.37 .438 52.97 6.357 0.0 9.170 37.790 to 120 0.0 0.0 0.0 440 1078.5 0.0322 0.0 9.170 0.295 . Vet = 10.90 440 64.98 6.357 0.0 9.250 38.085 to 120 0.0 0.0 0.0 442 . 1143.48 0.0359 0.0 9.250 0.332 Vet = 11.56 442 78.56 6.357 0.0 9.170 38.417 to 120 0.0 0:0 0.0 -444 1222.04 0.0405 0.0 9.170 0.371 Vel = 12.35 444 93.61 6.357 0.0 9.250 38.788 to 120 0.0 0.0 0.0 446 1315.65 0.0465 0.0 9.250 0.430 Vet = 13.30 .446 110.31 6.357 0.0 9.080 39.218 to 120 0.0 0.0 0.0 448 1425.96 0.0540 0.0 9.080 0.490 Vet = 14.41 448 128.55 6.357 1 37.72 3.670 39.708 to 120 0.0 37.720 0.0 451 1554.51 0.0633 . 0.0 41.390 2.619 Vet = 15.71 0.0 1554.51 450 204.40 to 451 204.4 42.327 K Factor = 238.94 6.357 1 37.72 5.500 42.263 120 0.0 37.720 0.0 0.0015 0.0 43.220 0.064 Vet = 2.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard . Schmidt Fire Protection . Page .13 CALLAWAY SYSTEM 4 . Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** W Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 204.40 42.327 K Factor = 31.42 452 283.24 3.314 IT 21.838 2.250 32.373 to 120 0.0 21.838 1.516 453 283.24 0.0647 0.0 24.088 1.558 Vel = 10.54 0.0 283.24 . 35.447 K Factor= 47.57 454 283.27 3.314 IT 21.838 2.500 32.378 to 120 0.0 21.838 1.516 455 283.27 0.0647 0.0 24.338 1.575 Vel = 10.54 0.0 283.27 35.469 K Factor = 47.56 456 283.73 3.314 IT 21.838 2.580 32.452 to 120 0.0 21.838 1.516 457 283.73 0.0649 0.0 24.418 1.585 Vel = 10.55 0.0 . 283.73 35.553 K Factor= 47.58 458 -24.14 3.314 IT 21.838 2.830 34.242 . to 120 0.0 21.838 1.516 459 -24.14 -0.0007 0.0 24.668 -0.017 Vel = 0.90 0:0 -24.14 35.741 K Factor = -4.04 460 -21.00 3.314 IT 21.838 3.000 34.443 to 120 0.0 21.838 1.516 461 -21.0 -0.0006 0.0 24.838 -0.014 Vel = 0.78 0.0 -21.00 . 35.945 KFactor= -3.50 462 -17.02 3.314 IT 21.838 3.170 34.650 to 120 0.0 21.838 1.516 463 -17.02 -0.0004 0.0 25.008 -0.009 Vel = 0.63. 0.0 -17.02 36.157 K Factor= -2.83 464 -15.46 3.314 IT 21.838 3.420 34.854 to 120 0.0 21.838 1.516 465 -15.46 -0.0003 0.0 25.258 -0.007 Vel = 0.58 0.0 - -15.46 36.363 K Factor = -2.56 466 -16.66 3.314 IT 21.838 3.500 35.055 to 120 0.0 21.838 1.516 - 467 -16.66 -0.0004 0.0 25.338 -0.009 Vel = 0.62 0.0 -16.66 . 36.562 KFactor= -2.76 468 -20.40 3.314 AT 21.838 3.500 35.253 to 120 0.0 21.838 1.516 469 -20.4 -0.0005 0.0 25.338 -0.013 Vel = 0.76 0.0 . . -20.40 36.756 K Factor = -3.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page 14 CALLAWAY SYSTEM 4 Date Qa Dia. Fitting Pipe Pt Pt .Hyd. Ref. "C" or Ftng's .Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 470 -26.08 3.314 1 21.838 3.420 35.442 to 120 0.0 21.838 1.516 471 . -26.08 -0.0008 0.0 25.258 -0.020 Vel-'= 0.97 0.0 . -26.08 . . 36.938 K Factor= -4.29 472 -33.60 3314 IT 21.838 3.170 35.629 to 120 0.0 21.838 1.516 ..473 -33.6 -0.0013 0.0 25.008 -0.032 .. Vel = 1.25 0.0 -33.60 37.113 K Factor= -5.52 474 -42.50 3.314 IT 21.838 3.000 35.805 to 120 0.0 21.838 1.516 475 -42.5 -0.0020 0.0 24.838 -0.049 . Vel = 1.58 0.0 -42.50 . 37.272 K Factor = -6.96 476 -52.97 3.314 IT 21.838 2.830 35.973 to 120 0.0 21.838 1.516 477 -52.97' -0.0029 0.0 24.668 -0.072 Vel = 1.97 0.0 37.417 K Factor= -8.66 - .-52.97 478 -64.98 3.314 IT 21.838 2.580 36.131 to 120 0.0 21.838 1.516 479 -64.98 -0.0043 . 0.0 24.418 -0.104 Vel = 2.42 0.0 -64.98 . 37.543 K Factor = -10.61 480 -78.56 3.314 IT 21.838 2:420 36.279 to 120 . 0.0 21.838 1.516 481 -78.56 -0.0061 0.0 24.258 -0.147 Vel = 2.92 0.0 -78.56 37.648 K Factor = -12.80 482 -93.60 3.314 IT 21.838 2.250 36.414 to 120 0.0 21.838 1.516 .483 -93.6 -0.0083 0.0 24.088 -0.201 Vel = 3.48 0.0 -93.60 37.729 K Factor = -15.24 484 -110.31 3.314 IT 21.838 2.080 36.541 to 120 0.0 21.838 1.516. 485 -110.31 -0.0113 0.0 23.918 -0.271 Vel = 4.10 0.0 -110.31 37.786 K Factor = -17.95 486 -128.56 3.314 IT 21.838 1.670 36.656 to 120 0.0 • 21.838 1.516 487 -128.56 -0.0150 0.0 23.508 -0.353 Vel = 4.78 ' -128.56 37.819 K Factor = -20.91 488. -204.40 3.314 IT 21.838 1.330 . 37.137 to 120 0.0 21.838 . 14.184 489 -204.4 -0.0354 0.0 23.168 -0.820 Vel = 7.60 Computer Programs by Hydratec Inc. • Route 111 WindhamN.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page .15 CALLAWAY SYSTEM 4 . . Date Qa Dia. Fitting Pipe Pt Pt • ,Hyd. Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -204.40 50.501 K Factor = -28.76 453 283.24 6.357 0.0 8.000 35.447 to 120 0.0 0.0 0.0 455 283.24 0.0028 0.0 8.000 0.022 Vel = 2;86 455 283.28 6.357 0.0 8.600 35.469 to 120 0.0 0.0 0.0 _457 566.52 0.0098 0.0 8.600 0.084 . Vel = 5.73 457 283.73 6.357 0.0 9.080 35.553 to 120 0.0 0.0 0.0 459 850.25 0.0207 0.0 9.080 0.188 Vel = 8.59 '459 -24.13 6.357 0.0 4.420 35.741 to 120 0.0 0.0 0.0 HOS 826.12 0.0197. 0.0 4.420 0.087 Vel = 8.35 HOS 100.00 6.357 0.0 4.830 35.828 Qa = 100. to 120 0.0 0.0 0.0 461 926.12 0.0242 0.0 4.830 0.117 Vel = 9.36 461 -21.00 6.357 0.0 9.080 35.945 to 120 . 0.0 0.0 0.0 _463 905.12 0.0233 0.0 9.080 0.212 Vel = 9.15 0 463 -17.03 6.357 0.0 9.170 36.157 to 120 0.0 0.0 0.0 465 888.09 0.0225 0.0 9.170 0.206 Vel = 8.98 465 -15.46 6.357 0.0 9.170 36.363 to 120 0.0 0.0 0.0 467 872.63 0.0217 0.0 9.170 . 0.199 Vel = 8.82 .467 -16.66 6.357 0.0 9.250 36.562 to 120. 0.0 0.0 0.0 469 855.97 0.0210 0.0 9.250 0.194 Vel = 8.65 469 . -20.40 6357 . 0.0 9.080 . 36.756 to 120 0.0 . 0.0 0.0 _471 835.57 0.0200 0.0 9.080 0.182 Vel = 8.45 471 -26.09 6.357 0.0 9.250 36.938 to 120 0.0 0.0 0.0 473 809.48 0.0189 0.0 9.250 0.175 Vel = 8.18 473 -33.60 6.357 : 0.0 9.080 . 37.113 to 120 0.0 0.0 0.0 475 775.88 0.0175 0.0 9.080 0.159 Vel = 7.84 475 -42.50 6.357 • 0.0 9.170 37.272 to 120 0.0 0.0 0.0 477 733.38 0.0158 0.0 9.170 0.145 Vel = 7.41 477 -52.97 6.357 0.0 9.170 37.417 to 120 0.0 . 0.0 0.0 479 680.41 0.0137 0.0 9.170 . 0.126 Vel = 6.88 479 -64.98 6.357 0.0 9.250 37.543 0481 120 0.0 0.0 0.0 615.43 0.0114 0.0 9.250 0.105 Vel = 6.22 481 -78.56 6.357 0.0 9.080 37.648 to 120 0.0 0.0 0.0 483 536.87 0.0089 0.0 9.080 0.081 . Vel = 5.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection . Page 16 CALLAWAY SYSTEM 4 . Date Qa Dia. Fitting Pipe Pt Pt •Hyd. Ref. "C" or Ftng's Pe Pv Notes Point at Pf/UL Eqv. Ln. Total Pf Pn 483 -93.60 6.357 0.0 9.250 37.729 to 120 0.0 0.0 0.0 485 443.27 0.0062 0.0 9.250 0.057 . Vel = 4.48 485 -110.31 6.357 0.0 9.080 37.786 to 120 0.0 0.0 0.0 487' • 332.96 0.0036 6.0 9.080 0.033 Vel 3:37 487 -128.56 6.357 0.0 9.170 37.819 to 120 .0.0 0.0 12.668 489 - 204.4 0.0015 . 0.0 9.170 0.014 Vel = 2.07 0.0 204.40 50.501 K Factor = 28.76 '451 1758.91 8.249 121 15.269 350.000 42.327 to 120 0.0 183.223 6.895 TR4 1758.91 0.0224 0.0 533.223 11.923 Vel = 10.56 TR4 0.0 8.249 . IS 52.853 11.500 61.145 to 120 IG 4.698 119.800 4.981 BR4 1758.91 0.0224 IT 41.108 131.300 2936 Vel = 10.56 IZ 21.141 BR4 0.0 8.249 IT 41.108 4.000 69.062 to 120 0.0 41.108 0.0 S BOR 1758.91 0.0224 0.0 45.108 1.009 Vel = 10.56 &A4( BOR 0.0 8.249 0.0 1.000 70.071 to 140 0.0 0.0 0.576 FLG 1758.91 0.0160 0.0 1.000 0.016 Vel = 10.56 FLG 0.0 8.27 IL 20.56 10.000 70.663 to 140 0.0 20.560 1.516 U 1758.91 0.0166 0.0 30.560 0.508 Vel = 10.51 U 0.0 7.98 4L 19.632 150.000 72.687 to • 150 0.0 78.524 0.0 60 1758.91 0.0174 0.0 228.524 3.974 Vel = 11.28 BO 0.0 8.27 3L 20.56 15:000 76.661 to 140 0.0 61.681 10.000 *Fixed loss ..I0 BI 1758.91. 0.0166 0.0 76.681 1.273 Vel = 10.51 81 0.0 7.98 IG 6.041 40.000 87.934 to 150 IT 52.855 58;893 0.0 - LP 1758.91 0.0174 0.0 98.893 1.720 . Vel = 11.28 LP -914.98 7.98 1G 6.041 400.000 89.654 Qa = 150 to 150 IT 52.855 58.893 0.0 X 843.93 0.0045 • 0.0 458.893 2.051 Vel = 5.41 X 0.0 7.98 3L 19.632 620.000 91.705 to 150 1 6.041 117.786 -2.166 SRC 843.93 0.0045 IT 52.855 737.786 3.298 Vel = 5.41 .0 - 843.93 92.837 K Factor= 87.59 LP O 1064.98 7.98 2L 19.632 680.000 89.654 o 150 IG 6.041 98.155 -2.166 SRC 1064.98 0.0069 IT 52.855 778.155 5.349 Vel = 6.83 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page 17 CALLAWAY SYSTEM 4 Date ..Hyd. Qa Dia. Fitting Pipe Pt •Pt Ref. "C" or •Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv: Ln. Total Pf Pn 1064.98 92.837 KFactor.= 110.53 Computer Programs by Hydratec Inc. Route 111 Windham.N.H. USA 03087 tqCC /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Model ESFR-25 Early Suppression Fast Response Pendent Sprinklers 252 K-factor fl General Description The Model ESFR-25 Pendent Sprin- klers (Ref. Figure 1) are "Early Sup- pression Fast Response Sprinklers" having a nominal K-factor of 25.2. They are suppression mode sprinklers that are especially advantageous as a means of eliminating the use of in-rack sprinklers, when protecting high-piled storage. The Model ESFR-25 is primarily de- signed for use with storage heights of most encapsulated or non-encapsu- lated common materials including car- toned unexpanded plastics to 40 ft. (12,2 m) high and with ceiling heights to 45 ft. (13,7 m). In addition, the pro- tection of some storage arrangements of rubber tires, roll paper, flammable liquids, aerosols, and automotive com- ponents can be considered as well. The ESFR-25 provides the system de- signer with hydraulic and sprinkler placement options not presently avail- able to the traditional ESFR sprinklers having a nominal K-factor of 14.0. In particular, the Model ESFR_ 25 has been designed to operate at substan- tially lower end head pressures, as compared to ESFR sprinklers having a nominal K-factor of 14.0. This feature offers flexibility when sizing the system piping, as well as possibly reducing or IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. eliminating the need for a system fire pump. Also, the Model ESFR-25 per- mits use of a maximum deflector-to ceiling distance of 18 inches (460 mm) versus 14 inches (360 mm); and, a storage arrangement of 40 ft. (12,2 m) with a ceiling height of 45 ft. (13,7 m) does not require in-rack sprinklers as do ESFR sprinklers having a nominal K-factor of 14.0. Applications for the Model ESFR-25 Sprinklers are expanding beyond the current recognized installation stand- ards. For information regarding re- search fire tests which may be accept- able to an Authority Having Jurisdiction (e.g., flammable liquids, exposed plastics, and aerosols), please contact the Technical Services Department. WARNINGS The Model ESFR-25 Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction (e.g., FM Global). Fail- ure to do so may impair the perform- ance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Numbers SIN TV9226 - (Pendent K=25.2) TY9226 is a redesignation for C9226, G8441, and S8010. Page 1 of 8 JANUARY, 2005 TFP3I2 Page 2of8 TFP3I2 • 1'NPT I1-13/16' 9/16' (46,0 mm) 1-Frame (14,3 mm) 2-Deflector 9 _________ NOMINAL 3-Compression Screw MAKE-IN 4-Hook 5-Strut 6 6-Link Assembly 3-13/16' 7-Button 8-Sealing Assembly. (96,8 mm) THERMAL 9-Ejection Spring I SENSING WRENCH ELEMENT 4 FLATS I 3 2 TEMPERATURE RATING p.- 2' (50,8 mm) FIGURE 1, MODEL ESFR-25 EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLER Technical Data Approvals UL and C-UL Listed. FM and VdS Ap- proved. LPCB Approved (094b/01 & 0071/01)..NYC under MEA 356-01-E. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1 inch NPT or ISO 7-RI Discharge Coefficient K = 25.2 GPM/psi112 (362,9 LPM/bar"2) Temperature Ratings 165°F174°C or 214F/101°C Finish Natural Brass Physical 1Characteristics Frame ...............Brass Deflector ............Bronze Compression Screw ......... ..Stainless Steel Hook . . . . . ... . . . . . . . Monel Strut ............. Monel Link Assembly . . . . Solder, Nickel Button ............. Brass Sealing Assembly .......... Beryllium Nickel wlTeflon* Ejection Spring ........Inconel Registered trademark of DuPont. Design Criteria NOTE The National Fire Protection Associa- tion (NFPA) and FM Global (FM) pro- vide installation standards that must be used to properly design an auto- matic sprinkler system utilizing Early Suppression Fast Response (ESFR) Sprinklers. The guidelines provided by NFPA and FM may differ; conse- quently, the appropriate standard must be used for a given installation. The following data sheets describe the ESFR Sprinklers offered by Tyco Fire Products: TFP312 - Model ESFR-25 (1Y9226), K=25.2 Pendent Sprinkler TFP315 - Model ESFR-17 (TV7226), K=16.8 Pendent Sprinkler TFP316 - Model ESFR-17 (TY7126), K=16.8 Upright Sprinkler TFP3I8 - Model ESFR-1 (1Y6226), K=14.0 Pendent Sprinkler The following general guidelines pro- vided for ESFR Sprinklers offered by Tyco Fire Products may be used for a quick reference to help select the ap- propriate Tyco Fire Products' ESFR Sprinkler: NOTE In all cases, the appropriate NFPA or FM installation standard must be refer- enced to assure applicability, and to obtain complete installation guide- lines, since the following general guidelines are not intended to provide complete installation criteria. GENERAL GUIDELINES System Type: Wet pipe system. Roof Construction: Unobstructed or obstructed construction. For example: smooth ceiling, bar joists, beam and girder, etc. NOTE Where the depths of the solid struc- tural members (beams, stem, etc.) ex- ceed 12 inches (302 mm), ESFR Sprinklers shall be installed in each channel formed by the structural mem- bers. Ceiling Slope: Maximum 2 inch rise for 12 inch run (16.7%). Building Heights, Storage Heights, and Commodity: Refer to Table A. Maximum Coverage Area: 100 ft2 (9,3 m2). In some cases, the installation standards permit a greater coverage area. Minimum Coverage Area: 80 ft2 (7,4 m2) per NFPA 13, and 64 ft2 (5,8 m2) per FM 2-2 Maximum Spacing: 12 feet (3,7 m) for building heights up to 30 feet (9,1 m), and 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m). Minimum Spacing: 8 feet (2,4 m). Minimum Clearance To Commodity: 36 inches (914 mm). Patents . U.S.A. Patent Numbers: 4,580,729 5,829,532 6,059,044 6,336,509 6,502,643 Patents, pending. S TFP3I2 Page 3 of 8 • TABLE BUILDING HEIGHTS, STORAGE HEIGHTS, AND COMMODITY (See Design Criteria Section) Open frame (i.e. no solid shelves) single, See Table A-i double, multiple-row, or portable rack (Refer to NFPA 13 or FM.8-9 and 2-2 storage of Class I - IV and Group A or B for details) plastics Solid pile or palletized storage of Class See Table A-2 - IV and Group A or B plastics (Refer to NFPA 13 or FM 8-9 and 2-2 for details) Idle pallet storage See Table A-3 (Refer to NFPA 13 or FM 8-24 and 2-2 for details) Rubber Tire Storage See Table A-4 (Refer to NFPA 13 or FM 8-3 and 2-2 for details) • Comparison to Other TFP ESFR Sprinklers ESFR-1 ESER-17 ESFR-17 ESFR-25 PENDENT PENDENT PENDENT UPRIGHT K = 25.2 K = 14.0 K = 16:8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM 13 8-21 13 8-21 13 - 8-21 Rolled Paper Storage (See Standard) Flammable Liquid Storage (See Standard) 30 - 30 7-29 - - - - Aerosol Storage (See Standard) .30B 7-31 30B 7-31 30B - - - Automotive Components in Portable Racks 13 - - - - - - - (Control Mode Only, See Standard) NFPA 13— Deflector To Ceiling Distance: ESFR-25 (K=25.2) Pendent: 6 to 18 inches (152 to 457 mm). ESFR-i (K=14.0) Pendent: 6 to 14 inches (152 to 356 mm). ESFR-17 (K=16.8) Pendent: 6 to 14 inches (152 to 356 mm). FM 2-2 - Deflector To Ceiling- Distance: ESFR-i (K=14.0) Pendent: 5 to 14 inches (121 to 356 mm). ES FR- i 7 (K=16.8) Pendent: 5 to 14 inches (121 to 356 mm). ESFR-17 (K=16.8) Upright: 5 to 14 inches (121 to 356 mm). FM 2-2 -Thermal Sensing Element To Ceiling Distance: ESFR-25 (K=25.2) Pendent: 4 to 18 inches (102 to 457 mm). ESFR-i (K=14.0) Pendent: 4 to 13 inches (102 to 330 mm). ESFR-17 (K=16.8) Pendent: 4 to 13 inches (102 to 330 mm) ESFR-17 (K=16.8) Upright: 4 to 13 inches (102 to 330 mm).. 0 Page 4 of 8 TFP3I2 TABLE A-i RACK STORAGE (See Design Criteria Section) Commodity Maximum Maximum . Minimum Flow Pressure, PSI (BAR) Building Height, Storage Height, Comparison to Other TFP ESFR Sprinklers ESFR-1 PENDENT K=14.0 See Data Sheet ESFR-.17 PENDENT K= 16.8 See Data Sheet ESFR-17 UPRIGHT K= 16.8 See Data Sheet Feet (m) Feet (m) ESFR-25 PENDENT I<=25.2 TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM Class I Class II, 45 (13,7) 40 (12,2) 40 (2,8) 50 (3,4) 9Q* (6,2) 90* (6,2) 63* (4,3) 63* (4,3) - - 40 35 25 40 75 75 52 52 Class Ill, and Class IV (12,2) (10,7) (1,7) (2,8) (5,2) (5,2) (3,6) (3,6) - - Encapsulated or. 35 30 20 30 75 75 52 52 52 Unencapsulated (10,7) (9,1) (1,4) (2,1) (5,2) (5,2) (3,6) (3,6) - (3,6) -and- Cartoned Unexpanded Plastics 32 (9,7) 25 (7,6) 20 (1,4) 30 (2,1) 60 (4,1) 60 (4,1) 42 (2,9) 42 (2,9) - 42 (2,9) 30 (9,1) 25 (7,6) 15 (1,0) 20 (1,4) 50. . (3,4) 50 (3,4) 35 (2,4) 35 (2,4) - 35 (2,4) Uncartoned (Exposed) 45 (13,7) 40 (12,2) - - 90* (6,2) 90* (6,2) 63* (4,3) 63* (4,3) - - 40 35 - 50 75 75 52 52 - Unexpanded Plastics (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 32 25 50 60 60 42 42 (9,7) (7,6) - (3,4) (4,1) (4,1) (2,9) (2,9) 30 25 50 50 50 35 35 - - (9,1) (7,6) (3,4) (3,4) (31A) (2,4) (2,4) Cartoned Expanded Plastics 32 (9,7) 25 (7,6) - . - . 60 (4,1) 60 (4,1) 42 (2,9) 42 (2,9) - 42 (2,9) 30 25 - - 50 50 35 35 - 35 (9,1) (7,6) (3,4) (3,4) (2,4) (2,4) (2,4). Uncartoned (Exposed) 30 (9,1) 25 (7,6) - - - 100 - (6,8) - - - 25 20 . - . - - 75 Expanded Plastics (7,6) (6,1) (5,2) *One level of in-rack sprinklers is required. 0 TFP3I2 Page 5 of 8 TABLE A-2 PALLETIZED AND SOLID PILED STORAGE (See Design Criteria Section) Commodity Maximum Maximum Minimum Flow Pressure, PSI (BAR) Building Height, Storage Height, Comparison to Other TFP ESFRSprinklers ESFR-1 PENDENT K=14.0 See Data Sheet ESFR-17 PENDENT K=16.8 See Data Sheet ESFR-17 UPRIGHT K=16.8 See Data Sheet Feet (m) Feet (m) ESFR-25 PENDENT K=25.2 TFP318 TFP315 TFP316- NFPAT FM NFPA FM NFPA FM NFPA FM Class I, Class II 45 (13,7) 40 (12,2) 40 (2,8) 50 - - (3,4) - - - - 45 35 40 50 - 90 - - - - Class III, and Class IV (13,7) (10,7) (2,8) (3,4) (6,2) 40 35 25 40 75 75 52 52 Encapsulated or Unencapsulated (12,2) (10,7) (1,7) (2,8) (5,2) (5,2) (3,6) (3,6) - - 35 (10,7) 30 (9,1) 20 (1,4) 30 (2,1) 75 (5,2) 75 (5,2) 52 (3,6) 52 (3,6) - 52 (3,6) -and- 32 25 20 30 60 60 42 42 - 42 Cartoned Unexpanded (9,7) (7,6) (1,4) (2,1) (4,1) (4,1) (2,9) (2,9) (2,9) 30 25 15 20 50 50 35 35 - 35 Plastics (9,1) (7,6) (1,0) (1,4) (3,4) (3,4). (2,4) (2,4) . (2,4) Uncartoned (Exposed) 45 (13,7) 35 (10,7) - - - 90 - (6,2) - - - Unexpanded 40 35 - 50 75 75 52 52 - - Plastics (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 32 25 - 50 60 60 42 42 - (9,7) (7,6) (3,4) (4,1) (4,1) 1 (2,9) (2,9) 30 25 - 50 50 50 35 35 - - (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) Cartoned Expanded Plastics' 32 (9,7). 25 (7,6) - - 60 (4,1) 60 (4,1) 42 (2,9) 42 (2,9) - 42 (2,9) 30 25 50 50 35 35 - 35 (9,1) (7,6) - (3,4) (3,4) 1 (2,4) (2,4) (2,4) Uncartoned (Exposed) 40 (12,2) 25 (7,6) -. 60 - - (4,1) - - - - 30 25 - 60 - 100 - - - - Expanded Plastics (9,1) (7,6) (4,1) (6,8) 25 20 - 60 - 75 (7,6) 1 (6,1) (4,1) (5,2) 0 Page 6 of 8 TFP3I2 TABLE A-3 IDLE PALLET STORAGE (See Design Criteria Section) Type and Maximum Maximum Minimum Flow Pressure, PSI (BAR) Arrangement Building Height, Storage Height, . Comparison to Other TFP ESFR Sprinklers ESFR-1 PENDENT ESFR-17 PENDENT ESFR-17 UPRIGHT Feet (m) Feet (m) ESFR-25 PENDENT • K = 25.2 K = 14.0 K = 16.8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM• Wood or Plastic In-rack 40 (12,2) 35 (10,7) - 50 (3,4) 75 (5,2) 75 (5,2) 52 . (3,6) 52 (3,6) - - 32 (9,7) . 25 (7,6) - .50 (3,4) 60 (4,1) 60 (4,1) 42 (2,9) 42 (2,9) - - -and- 30 (9,1) 25 (7,6) 50 (3,4) 50 (3,4) 50 (3,4) 35 (2,4) 35 (2,4) - - Plastic on Floor Wood on Floor 40 (12,2) 35 (10,7) - . 50 (3,4) 75 (5,2) 75 (5,2) 52 (3,6) 52 (3,6) - - 35 20 - 50 • 75. 75 52 52 - 52 (10,7) (6,1) (3,4) (5,2) (5,2) (3,6) (3,6) (3,6) 32 25 - 50 60 60 42 42 - - (9,7) (7,6) (3,4) (4,1) (4,1) (2,9) (2,9) 32 20 50 60 60 42 42 - 42 (9,7) (6,1) (3,4) '(4,1) (4,1) (2,9) (2,9) (2,9) 30 25 - 50 50 50 35 35 (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) 30 20 50 50 50 35 35 . - 35 • (9,1) (6,1) . (3,4) (3,4) (3,4) (2,4) • (2,4) (2,4) 0 TFP312 Page 7 of 8 TABLE A-4 RUBBER TIRE STORAGE (See Design Criteria Section) Piling Method Maximum Maximum Minimum Flow Pressure, PSI (BAR) Building Storage Height, Height, Comparison to Other TFP ESFR Sprinklers ESFR-1 ESFR-17 ESFR-17 Feet Feet ESFR-25 (m) (m) PENDENT PENDENT PENDENT UPRIGHT K = 25.2 K = 14.0 K = 16.8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA* FM NFPA FM On-Side or On-Tread in Palletized Portable 30 25 15 20 50 50 35 35 35 Racks, Open Portable (9,1) (7,6) (1,0) (1,4) (3,5) (3,5) (2,4) (2,4) - (2,4) Racks, or Fixed Racks Without Solid Shelves On-Side in Palletized Portable Racks, Open 35 25 25 75 52 Portable Racks, or (10,7) (7,6) (1,7) - (5,2) - (3,6) - - - Fixed. Racks without Solid Shelves Laced Tires in Open 30 25 - - 75 - 52 Portable Steel Racks (9,1) (7,6) (5,2) (3,6) __ On-Side in Palletized 40 25 - - 75 - 52 - - - Portable Racks (12,2) (7,6) (5,2) (3,6) __ *UL Listed as an equivalency to K14 ESFR protection Operation The fusible link assembly is comprised of two link halves which are joined together by a thin layer of solder. When the rated temperature is reached, the. solder melts and the two link halves separate activating the sprinkler and flowing water. Installation The Model ESFR-25 Pendent Sprin- klers are to be installed in accordance with the following instructions: NOTE Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible Link Assembly), and by using the appropriate sprinkler wrench. Damaged sprinklers must be replaced. A leak tight 1 inch NPT sprinkler joint should be obtained with a torque of 20 to 30 ft.lbs. (26,8 to 40,2 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Step 1. The ESFR-25 Pendent Sprin- kler must be installed in the pendent position. Step 2. With pipe thread sealant ap- plied, hand tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the ESFR-25 Sprinkler only by the Frame arms. Step 3. Wrench tighten the ESFR-25 Sprinkler using only the W-Type 1 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats. Step 4. After installation, inspect the Link Assembly of each ESFR-25 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assembly has not been bent, creased, or forced out of its normal position in any way. Damaged sprinklers must be replaced. FITTING SIDE'S TOWARDS SPRINKLER FITTING WRENCH RECESS 0 FIGURE 2 W- TYPE 1 SPRINKLER WRENCH Page 8 of 8 TFP3I2 Care and Maintenance The Model ESFR-25 must be main- tained and serviced in accordance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: (specify temperature rating), natural brass, TY9226 Pendent Sprin- kler, PSN (specify). 165'F/74'C ...............P/N 58-441-1-165 214F/1O1°C ..............P/N 58.441.1-214 "Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: (specify temperature rating), natural brass, TY9226 Pendent Sprin- kler with thread connection per ISO 7/1, PSN (specify). 165°F/74'C ...............P/N 58-442-1-165 214F/101'C ..............PIN 58-442-1-214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 APPLICATION Designed for installation on potable water fire protection lines to protect against both backsiphonage and backpressure of pollutedwater into the potable water sup- ply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE FEATURES Y 81' 2' 0 3" 0 Sizes: 0W IrW Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Flanged 10" 175 PSI 140°F 350 PSI ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) O - with OS & Y gate valves (standard) O G - with groove end OS&Y gate valves O L - less shut-off valves O LM - less water meter O - with remote reading meter O - with gpm meter (standard) O - with cu ft/min meter S ASSE® Listed 1048 (Horizontal and Vertical Flow-Up) AWWA Compliant C510 (Horizontal & Vertical Flow-Up) UL® Classified (Horizontal) C-UL® Classified (Horizontal) CSA® Certified (Horizontal and Vertical Flow-Up) FM® Approved (Horizontal and Vertical Flow-Up) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (Horizontal and Vertical Flow-Up, except 10" vertical) MATERIALS Main valve body Cast Iron ASTM A126 Class B Access covers Cast Iron ASTM A126 Class B Coatings FDA Approved Epoxy finish Internals Stainless Steel, 300 Series Cast Bronze ASTM B 584 Elastomers EPOM (FDA approved) Buna Nitrile (FDA approved) Polymers DelrinTM, NSF Listed Springs Stainless steel, 300 series ACCESSORIES O Repair kit (rubber only) O Thermal expansion tank (Model WXTP) O Gate valve tamper switch (OSY-40) DIMENSIONS & WEIGHTS (do not include pkg.) B 1 A DIMENSIONS (approximate) WEIGHT MODEL B E E WITHOUT WITh OS&Y SIZE A WITHOUT C 0 OS&Y GATE OS&Y F GATE GATE GATE VALVES GATE VALVES VALVES VALVES OPEN VALVES in. 1mm in. 1mm in. 'mm in. 'mm in. lmm in. I mm in. lmm in. 'mm 1 lbs.i kg lbs.I kg 21/2 65 371/8 943 22 4 1102 10 I 254 163/8 416 137/81 352 4 1102 101 I 45.9 211 I 95.8 3 I 80 38 1/8 I 968 22 I 559 4 1102 10 I 254 187/81 479 15 5/81 397 4 1102 101 I 45.9 231 1104.9 8 1200 711181 1807 48 I 1219 71/2 191 16 I 406 373/41 959 29 1141 743 7 1/21 191 847 I 384.5 13231600.6 10 1250 841181 2137 58 I 1473 9 1229 18 I 457 453/41 1162 353/81 899 9 1229 14101 640.1 2228 11011.5 of FLOW CHARACTERISTICS MODEL 950DA 2 112" & 3" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 50.5 0 200 400 600 FLOW RATES (GPM) MODEL 950DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 04 0 1000 2000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) W 15 800 252.4 3000 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless oth- erwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. PROTECTIVE ENCLOSURE 1 12" MIN. 35" MAX. SUPPORT DIRECTION OF FLOW Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 1 780 1 1169 1 1559 2339 1 10" 1 1229 1 1843 1 2458 3687 n f, MAIN INLET c> OUTDOOR INSTALLATION VERTICAL INSTALLATION SPECIFICATIONS The Double Check Detector Backflow Preventer shall be ASSE® Listed 1048, and supplied with full port OS&Y gate valves. The main body and access covers shall be epoxy coated cast iron (ASTM A126 Class B), the seat ring and check valve shall be cast bronze (ASTM B 584), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a WILKINS Model 950DA. Page 2 of 2 , ,#r. ',.- Srn .,..,U, it"., ..,u,iuiiui Liu vvdy, FdClU rwulcCl, ri IViIC.UVUl,Dt I VU rdAaUUI.O-U,Qa IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zum.com S." S 0 Flow Test Record Test Hydrant Location ' I J2L,er Cr Hydrant ID No. Size Main ( Ikp Static.............113 Residual ......... 112. Pressure Drop.. I (PD! 1).....K factor for PD! 1 L 0 Flow Hydrant(s) Hydrant I location - Hydrant 2 location' Hydrant 3 location Hydrant 1 Pitot 9b5 PSI GPM: Size of Orifice Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice_________ Total: /ç4( (Qi) Calculated test and flow data - 0 x PD2 k = Q2 PDI*k Static: ..................... . Desired Residual.......20 Pressure Drop (PD 2).. K factor PD 2: i4 5 x .!1 _ divided by __0 equals (16 &O GPM at-20 psi residual QI PD2k PD 1k ' Q2. Comments: Test conducted for: Conducted by: Date: __7 Time:?pw par Të]cphoncNumber( L V -- Fox Nurnber LocatiOn of Hydrants (Address or Other) V - PiLot: S5 . psi Flow...• J4 OFM Dale: Tim: _-0D Hydrant Flow Request Form Company Requesting hydrant flow 1-: • Static: _ - J3 V Stmet Thomas rothcreMap'age&Gn'd_ V Draw mniccu,et, map and spec ify hydrant to flow (F) and hydrant to geug. (G). Z 0 ( L jLFo p-ç 4oL 'i,J OItk4/ JK .. Ro7thp0