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HomeMy WebLinkAbout5440 REEF CIR; ; AS140335; Permit12/6/24, 10:55 AM AS140335 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140335 Status: APPROVED Applied 12/23/2014 Approved: 12/23/2014 Job Address: 5440 REEF CR Permit Type: SPRINK Parcel No: 2121025300 Lot #: 0 Reference No.: PC #: Project Title: 5440 REEF CR PLAN TYPE 3 Issued: 12/23/2014 Inspector: Applicant: Owner: N P MECHANICAL INC STEH 9064 PULSAR CT 951 667-4220 Fees ($) Add'l Fees ($) Total ($) Balance ($) 210 0 210 0 about:blank 1/1 CASERO RESIDENTIAL FIRE SYSTEMS LOT# PLAN TYPE ADDRESS PHASE CB# AS# 20 1A 5469 REEF CIR CB151434 A5150236 13 AB-R 5472 REEF CIR CB150740 AS150237 21 AC-R S468 REEF CIR CB151435 AS150238 11 3C 5464 REEF CIR CB151435 AS150239 18 2 5461 REEF CIR MODEL CB141945 AS140285 19 3 5465 REEF CIR MODEL CB141946 A5140286 17 3 5457 REEF CIR PHASE CB142962 A5140326 16 3 5453 REEF CIR PHASE CB142964 A5140327 15 2 5449 REEF CIR PHASE CB142966 A5140328 14 2 5445 REEF CIR PHASE CB142967 A5140329 10 2 5460 REEF OR PHASE CB142968 A5140330 9 3 5456 REEF CIR PHASE CB142969 A5140331 8 2 5452 REEF CIR PHASE CB142971 A5140332 7 3 S448 REEF CIR PHASE CB142972 A5140333 6 2 S444 REEF CIR PHASE CB142974 A5140334 5 3 5440 REEF CIR PHASE CB142975 A5140335 SEE PERMIT A5140335 5440 REEF CR FOR CALCS & PLANS m yj yj WN 2ow CASERO- SINGLE FAMILY RESIDENCES (12) LOT# PLAN TYPE ADDRESS PHASE CB# AS# 5 3 5440 :RE€f CI_ PHASE CB142975 AS 140335 6 2 5444 REEF CR PHASE CB142974 A5140334 14 2 5445 REEF CR PHASE ICB142967 A5140329 7 3 5448 REEF CR PHASE ICB142972 A5140333 15 2 5449 REEF CR PHASE CB142966 A5140328 8 2 5452 REEF CR PHASE CB142971 AS140332 16 3 5453 REEF CR PHASE CB142964 A5140327 9 3 5456 REEF CR PHASE CB142969 AS140331 17 3 5457 REEF CR PHASE CB142962 A5140326 10 2 5460 REEF CR PHASE CB142968 A5140330 18 2 5461 REEF CR MODEL ICB141945 AS140285 19 3 5465 REEF CR MODEL ICB141946 IAS140286 U L HL L' NP MECHANICAL CASERO PROJECT-PHASE 3 LOT # PLAN # ST. NUMBER ADDRESS CB# AS# COST 20 1A 5469 REEF CR CB151434 AS150236 $210.00 13 AB-R 5472 REEF CR CB150740 AS150237 $210.00 12 AC-R' 5468 REEF CR CB151435 AS150238 $210.00 11 3C 5464 .REEECR' CB151435 AS150239 $210.00 TOTAL: $840.00 5o 1(-Qf C/~_ 4Qc) Jaime Reyes From: Linda DeVrieze Sent: Thursday, October 16, 2014 12:42 PM To: Brian Nestoroff Cc: Jaime Reyes Subject: RE: Casero - Sprinkler Plans Hi Brian, Our engineer is putting the finishing touches on the plans and getting ready to calc them. Do you know what backflow you are going to have installed after the meter, before the lines spilt off for fire and domestic? Or do you want us to spec one? Thank you! LINDA DEVRIEZE ACCOUNT MANAGER NP MtehuiiI NP MECHANICAL, INC. Office: (951) 667-4220 Ext. 332 Fax: (951) 667-4216 Mobile: (951) 376-7641 Linda.devrieze@rjceservjcesjnc.com Tltcsc plans have been revieved 1w iltipareili compliance wilt the cuiTeiti applicable codes and standard ill Irce in the ltlrisdiciion. The ossitei or eoitiractw nay utihien this review in support of an application for a hnihihitip icritlil s tilt lie inpiess understanding 111.11 this rev less in no was' ehieses Ole loiter iii contractor ii their pi01'ssu at ciieiiieer or architect liii ole csptiitsthihiiv btt lull compliance with said codes and standards. includinu tht. huddilig code or lot any rcspiisthtltv liii ileicienciee rrors. otitissitins or tiettlitience in these plans whether or not 1101CLI tn this review Date: ( 0 130 (Icy Reviewco RF1COMrvlENl) APPROVAl Rl-ct:)NlMENl) AP'lD tVAL. AS N(tTLi) From: Brian Nestoroff {mailto: Brian. Nestorofflennar.com] Sent: Tuesday, October 14, 2014 2:19 PM To: Linda DeVrieze Subject: RE: Casero - Sprinkler Plans Great, thanks .... hopefully we can get through plan check easily From: Linda DeVrieze [mailto:linda .devrieze @ riceservicesinc.com] Sent: Tuesday, October 14, 2014 2:15 PM To: Brian Nestoroff Subject: RE: Casero - Sprinkler Plans Hi Brian, I just checked with the engineer working on the plans and we plan on submitting Friday morning. Thank you, LINDA DEVRIEZE AS140285_ 5461 REEF CR 1 AS140286_ 5465 REEF CR rw - - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 1 Building : BEDROOM 4 20 X 20 Location : REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File PLAN 116 X 16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page 1 CASERO PLAN 1 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 1 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - BEDROOM 4 20 X 20 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 69.847 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 1 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow : 25.024 C2 - Residual Flow : 36 D2 - System Pressure : 69.847 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 42.561 150 140 130 P 120 -Cl — R 110 F 100 S 90 S 80 - _____C 2 70 - R60 E5° 40 30 20 10 - 10 20 30 40 50 60 70 80 90 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 1 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 1 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 17.31 na D2 9.0 17.31 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 16.88 na 2 10.0 16.88 na 3 10.0 16.88 na 4 10.0 16.88 na 5 10.0 16.88 na 6 10.0 16.77 na A 0.0 21.01 na 7 10.0 17.26 na 9 10.0 17.08 na 10 10.0 17.19 na 8 10.0 17.97 na TR 10.0 18.64 na BR 2.0 26.91 na 5.0 X 2.0 28.15 na EL -1.5 30.51 na WM -1.5 43.94 na CM -1.5 69.85 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Of Pt/Ft Eqv. Ln. Total Pt Pn Dl 0.0 1.101 N 7.0 1.000 17.310 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.877 K Factor =0 D2 0.0 1.101 N 7.0 1.000 17.310 to 150.0 0.0 7.000 -0.433 2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.877 K Factor =0 D3 20.02 1.101 0 5.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 5.000 3.898 A 20.02 0.0682 0.0 6.000 0.409 Vel = 6.75 0.0 20.02 21.007 K Factor = 4.37 1 0.0 1.101 N 7.0 0.920 16.877 to 150.0 0.0 7.000 0.0 3 0.0 0.0 0.0 7.920 0.0 Vel = 0 0.0 0.0 16.877 K Factor =0 2 0.0 1.101 0 5.0 0.920 16.877 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 5.920 0.0 Vel = 0 0.0 0.0 16.877 K Factor = 0 3 0.0 1.101 R 1.0 10.750 16.877 to 150.0 0.0 1.000 0.0 4 0.0 0.0 0.0 11.750 0.0 Vel = 0 4 0.0 1.101 0 5.0 6.410 16.877 to 150.0 0.0 5.000 0.0 5 0.0 0.0 0.0 11.410 0.0 Vel = 0 5 -4.39 1.101 413 4.0 22.330 16.877 to 150.0 0.0 4.000 0.0 6 -4.39 -0.0041 0.0 26.330 -0.108 VeI= 1.48 6 -6.42 1.101 R 1.0 3.250 16.769 to 150.0 0.0 1.000 4.331 A -10.81 -0.0219 0.0 4.250 -0.093 Vel = 3.64 A 20.02 1.101 3R 3.0 25.750 21.007 to 150.0 N 7.0 10.000 -4.331 7 9.21 0.0162 0.0 35.750 0.580 Vel = 3.10 7 0.0 1.101 SR 5.0 39.250 17.256 to 150.0 0.0 5.000 0.0 8 9.21 0.0162 0.0 44.250 0.717 Vel= 3.10 0.0 9.21 17.973 K Factor= 2.17 5 4.39 1.101 4R 4.0 39.250 16.877 to 150.0 N 7.0 11.000 0.0 9 4.39 0.0041 0.0 50.250 0.206 Vel = 1.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - NP FAP('HANI1AI Page 6 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 3R 3.0 22.330 17.083 to 150.0 0.0 3.000 0.0 10 4.39 0.0041 0.0 25.330 0.105 Vet = 1.48 0.0 4.39 17.188 K Factor = 1.06 6 6.43 1.101 6R 6.0 39.250 16.769 to 150.0 0 5.0 11.000 0.0 10 6.43 0.0083 0.0 50.250 0.419 Vet = 2.17 10 4.38 1.101 2R 2.0 29.000 17.188 to 150.0 0 5.0 7.000 0.0 8 10.81 0.0218 0.0 36.000 0.785 Vet = 3.64 8 9.21 1.101 N 7.0 2.750 17.973 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 9.750 0.665 Vet = 6.75 TR 0.0 1.101 2R 2.0 8.000 18.638 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 S 9.563 BR 5.00 1.055 T 7.768 2.000 26.914 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vet = 9.18 X 0.0 1.055 E 3.107 3.500 28.152 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vet = 9.18 EL 0.0 1,055 E 3.107 40.000 30.506 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.435 Vet = 9.18 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 43.941 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 25.02 0.6902 0.0 18.700 12.906 Vet = 18.41 0.0 25.02 69.847 K Factor = 2.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 1 Building : MASTER BEDROOM 16 X 16 Location REEF CIRCLE CARLSBAD, CA. System 1 Contract Data File : PLAN 116 X 16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 )Other - )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - +5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make VIKING Model VK457 Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating NP MECHANICAL Page CASERO PLAN 1 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 1 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - MASTER BEDROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S T E M D E S I G N Calculation Gpm Required 31.366 Psi Required 77.131 At Test Summary C-Factor Used: Overhead Underground N Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 130 R Residual (Psi) - 120 Flow (Gpm) - 36 S Elevation - P Location: P L Source of Information: Y Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 10 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 1 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 02- Residual Pressure: 108 D2 - System Flow :31.366 C2 - Residual Flow : 36 02 - System Pressure : 77.131 Hose ( Demand) D3 - System Demand : 31.366 Safety Margin : 32.894 150 140 130 p120 - R11° -- E 100 90 s 80 u 70 --ci-___ R 60 E 50 40 30 17L 20 10 .... __ 10 20 30 40 50 60 70 80 90 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 1 Date 10/16/14 Fitting Legend Abbrev. Name ½ 34 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 1 Date 10/16/14 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 7.44 na 13.36 0.05 256 7.0 D3 9.0 10.48 na 1 10.0 6.85 na 2 10.0 7.26 na 3 10.0 7.1 na 4 10.0 7.46 na 5 10.0 8.75 na 6 10.0 9.95 na A 0.0 14.37 na 7 10.0 10.82 na 9 10.0 9.74 na 10 10.0 10.24 na 8 10.0 11.78 na IR 10.0 12.89 na BR 2.0 22.37 na 5.0 X 2.0 24.25 na EL -1.5 27.04 na WM -1.5 44.53 na CM -1.5 77.13 na The maximum velocity is 23.09 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vet = 4.38 0.0 13.00 6.852 K Factor = 4.97 D2 13.36 1.101 N 7.0 1.000 7.439 K Factor =4.90 to 150.0 0.0 7.000 -0.433 2 13.36 0.0322 0.0 8.000 0.258 Vet = 4.50 0.0 13.36 7.264 K Factor = 4.96 D3 0.0 1.101 0 5.0 1.000 10.476 to 150.0 0.0 5.000 3.898 A 0.0 0.0 0.0 6.000 0.0 Vet = 0 0.0 0.0 14.374 K Factor = 0 1 13.00 1.101 N 7.0 0.920 6.852 to 150.0 0.0 7.000 0.0 3 13.0 0.0307 0.0 7.920 0.243 Vet = 4.38 0.0 13.00 7.095 K Factor = 4.88 2 13.36 1.101 0 5.0 0.920 7.264 to 150.0 0.0 5.000 0.0 4 13.36 0.0324 0.0 5.920 0.192 Vet= 4.50 0.0 13.36 7.456 K Factor 4.89 3 13.00 1.101 R 1.0 10.750 7.095 to 150.0 0.0 1.000 0.0 4 13.0 0.0307 0.0 11.750 0.361 Vet = 4.38 4 13.37 1.101 0 5.0 6.410 7.456 to 150.0 0.0 5.000 0.0 5 26.37 0.1134 0.0 11.410 1.294 Vet = 8.89 5 -10.26 1.101 4R 4.0 22.330 8.750 to 150.0 0.0 4.000 0.0 6 16.11 0.0456 0.0 26.330 1.201 Vet = 5.43 6 -5.31 1.101 R 1.0 3.250 9.951 to 150.0 0.0 1.000 4.331 A 10.8 0.0216 0.0 4.250 0.092 Vet = 3.64 A 0.0 1.101 3R 3.0 25.750 14.374 to 150.0 N 7.0 10.000 -4.331 7 10.8 0.0218 0.0 35.750 0.779 Vet = 3.64 7 0.0 1.101 SR 5.0 39.250 10.822 to 150.0 0.0 5.000 0.0 8 10.8 0.0218 0.0 44.250 0.963 Vet = 3.64 0.0 10.80 11.785 -- K Factor= 3.15 5 10.26 1.101 4R 4.0 39.250 8.750 to 150.0 N 7.0 11.000 0.0 9 10.26 0.0198 0.0 50.250 0.994 Vet = 3.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 3R 3.0 22.330 9.744 to 150.0 0.0 3.000 0.0 10 10.26 0.0198 0.0 25.330 0.501 Vel = 3.46 0.0 10.26 10.245 K Factor = 3.21 6 5.31 1.101 6R 6.0 39.250 9.951 to 150.0 0 5.0 11.000 0.0 10 5.31 0.0059 0.0 50.250 0.294 VeI= 1.79 10 10.25 1.101 2R 2.0 29.000 10.245 to 150.0 0 5.0 7.000 0.0 8 15.56 0.0428 0.0 36.000 1.540 Vet = 5.24 8 10.81 1.101 N 7.0 2.750 11.785 to 150.0 0.0 7.000 0.0 TR 26.37 0.1134 0.0 9.750 1.106 VeI= 8.89 TR 0.0 1.101 2R 2.0 8.000 12.891 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.37 0.1134 Fsp 0.0 26.562 3.013 Vet = 8.89 S 9.563 BR 5.00 1.055 1 7.768 2.000 22.369 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 31.37 0.1926 0.0 9.768 1.881 Vet= 11.51 X 0.0 1.055 E 3.107 3.500 24.250 to 150.0 0.0 3.107 1.516 EL 31.37 0.1925 0.0 6.607 1.272 VeI= 11.51 EL 0.0 1.055 E 3.107 40.000 27.038 to 150.0 T 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.37 0.1926 S 7.768 58.643 11.293 Vet= 11.51 Zwa 0.0 WM 0.0 0.745 1 3.7 15.000 44.531 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 31.37 1.0481 0.0 18.700 19.600 Vet= 23.09 0.0 31.37 77.131 K Factor= 3.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 2 Building GREAT ROOM 16 X 16 Location : REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page 1 CASERO PLAN 2 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 2 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - GREAT ROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 C ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 31.460 Psi Required 83.912 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - Q Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 2 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow :31.46 C2 - Residual Flow : 36 D2 - System Pressure : 83.912 Hose ( Demand) D3 - System Demand :31.46 Safety Margin : 26.075 150 140 130 --Ci- P 120 R11° E 100 90 - - D2 80 U 70 / R60 40 E 50 30 20 10 - U Dj.i..I I I 10 20 30 40 50 60 70 80 90 FLOW ( N "1 .85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 2 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 1 1/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 . 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15.0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 2 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 7.54 na 13.46 0.05 256 7.0 D3 9.0 12.9 na 1 10.0 6.85 na 2 10.0 7.31 na 4 10.0 8.56 na 5 20.0 5.95 na 6 20.0 6.27 na 7 20.0 8.13 na 12 20.0 6.58 na 13 20.0 6.91 na 14 20.0 7.19 na 15 20.0 8.26 na 16 20.0 8.59 na 3 10.0 12.46 na 8 10.0 12.46 na 9 10.0 12.46 na 10 20.0 8.13 na 11 20.0 8.96 na 17 20.0 11.24 na 18 20.0 12.95 na TR 10.0 19.46 na BR 2.0 28.96 na 5.0 X 2.0 30.85 na EL -1.5 33.65 na WM -1.5 51.2 na CM -1.5 83.91 na The maximum velocity is 23.15 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vet = 4.38 0.0 13.00 6.852 K Factor = 4.97 D2 13.46 1.101 0 5.0 1.000 7.544 K Factor =4.90 to 150.0 0.0 5.000 -0.433 2 13.46 0.0327 0.0 6.000 0.196 Vet = 4.54 0.0 13.46 7.307 K Factor = 4.98 D3 0.0 1.101 N 7.0 1.000 12.897 to 150.0 0.0 7.000 -0.433 3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 12.464 K Factor = 0 1 13.00 1.101 R 1.0 13.830 6.852 to 150.0 0.0 1.000 0.0 2 13.0 0.0307 0.0 14.830 0.455 Vet = 4.38 2 13.46 1.101 N 7.0 4.000 7.307 to 150.0 0.0 7.000 0.0 4 26.46 0.1142 0.0 11.000 1.256 Vet= 8.92 4 0.0 1.101 0 5.0 10.000 8.563 to 150.0 0.0 5.000 -4.331 5 26.46 0.1142 0.0 15.000 1.713 Vet= 8.92 5 -12.57 1.101 0 5.0 4.410 5.945 to 150.0 0.0 5.000 0.0 6 13.89 0.0348 0.0 9.410 0.327 Vet = 4.68 6 0.0 1.101 6R 6.0 42.670 6.272 to 150.0 0 5.0 11.000 0.0 7 13.89 0.0347 0.0 53.670 1.861 Vet = 4.68 7 0.0 1.101 R 1.0 17.750 8.133 to 150.0 0 5.0 6.000 0.0 11 13.89 0.0347 0.0 23.750 0.824 Vet= 4.68 0.0 13.89 8.957 K Factor = 4.64 5 12.57 1.101 2R 2.0 14.920 5.945 to 150.0 0 5.0 7.000 0.0 12 12.57 0.0288 0.0 21.920 0.631 Vet = 4.24 12 0.0 1.101 0 5.0 6.410 6.576 to 150.0 0.0 5.000 0.0 13 12.57 0.0288 0.0 11.410 0.329 Vet= 4.24 13 to 14 0.0 12.57 1.101 150.0 0.0288 0 5.0 0.0 0.0 5.000 5.000 10.000 6.905 0.0 0.288 Vet = 4.24 14 0.0 1.101 SR 5.0 27.000 7.193 to 150.0 0 5.0 10.000 0.0 15 12.57 0.0288 0.0 37.000 1.066 Vet = 4.24 15 0.0 1.101 0 5.0 6.580 8.259 to 150.0 0.0 5.000 0.0 16 12.57 0.0288 0.0 11.580 0.333 Vet= 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 2R 2.0 10.660 8.592 to 150.0 0.0 2.000 0.0 11 12.57 0.0288 0.0 12.660 0.365 VeI= 4.24 0.0 12.57 8.957 K Factor = 4.20 3 0.0 1.101 2R 2.0 23.000 12.464 to 150.0 N 7.0 9.000 0.0 8 0.0 0.0 0.0 32.000 0.0 Vel = 0 8 0.0 1.101 N 7.0 8.250 12.464 to 150.0 0.0 7.000 0.0 9 0.0 0.0 0.0 15.250 0.0 Vel = 0 9 0.0 1.101 N 7.0 10.000 12.464 to 150.0 0.0 7.000 -4.331 10 0.0 0.0 0.0 17.000 0.0 Vel = 0 10 0.0 1.101 R 1.0 1.500 8.133 to 150.0 0.0 1.000 0.0 7 0.0 0.0 0.0 2.500 0.0 Vel = 0 0.0 0.0 8.133 K Factor = 0 11 26.46 1.101 2N 14.0 6.000 8.957 to 150.0 0.0 14.000 0.0 17 26.46 0.1142 0.0 20.000 2.283 Vel = 8.92 17 0.0 1.101 0 5.0 10.000 11.240 to 150.0 0.0 5.000 0.0 18 26.46 0.1142 0.0 15.000 1.713 VeI= 8.92 18 0.0 1.101 R 1.0 11.080 12.953 to 150.0 N 7.0 8.000 4.331 TR 26.46 0.1142 0.0 19.080 2.179 Vel= 8.92 TA 0.0 1.101 2R 2.0 8.000 19.463 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.46 0.1142 Fsp 0.0 26.562 3.033 Vel= 8.92 S 9.563 BR 5.00 1.055 T 7.768 2.000 28.961 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 31.46 0.1937 0.0 9.768 1.892 Vel= 11.55 X 0.0 1.055 E 3.107 3.500 30.853 to 150.0 0.0 3.107 1.516 EL 31.46 0.1936 0.0 6.607 1.279 Vel= 11.55 EL 0.0 1.055 E 3.107 40.000 33.648 to 150.0 T 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.46 0.1936 S 7.768 58.643 11.355 Vel= 11.55 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 51.203 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 31.46 1.0540 0.0 18.700 19.709 Vel= 23.15 0.0 31.46 83.912 K Factor= 3.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 2 Building : DINING ROOM 20 X 20 Location REEF CIRCLE CARLSBAD, CA. System : 1 Contract : Data File : PLAN 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 2 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 2 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - DINING ROOM 20 X 20 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/1611 K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 77.194 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 2 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow :25.024 C2 - Residual Flow : 36 D2 - System Pressure : 77.194 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 35.214 150 140 130 p 120 -_ R 110 F 100 90 - - 12__ _____ 80 u 70 R60 / E5° 40 30 20 10 10 20 30 40 50 60 70 80 90 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. UsA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 2 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - NP MECHANICAL CASERO PLAN 2 STANDARD Page Date 4 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 22.15 na 02 9.0 22.15 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 21.72 na 2 10.0 21.72 na 4 10.0 21.72 na 5 20.0 17.38 na 6 20.0 17.33 na 7 20.0 17.03 na 12 20.0 17.51 na 13 20.0 17.57 na 14 20.0 17.63 na 15 20.0 17.83 na 16 20.0 17.9 na 3 10.0 16.81 na 8 10.0 18.99 na 9 10.0 20.03 na 10 20.0 16.86 na 11 20.0 17.97 na 17 20.0 19.33 na 18 20.0 20.35 na TR 10.0 25.98 na BR 2.0 34.26 na 5.0 X 2.0 35.5 na EL -1.5 37.85 na WM -1.5 51.29 na CM -1.5 77.19 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Dl 0.0 1.101 N 7.0 1.000 22.148 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 21.715 K Factor =0 D2 0.0 1.101 0 5.0 1.000 22.148 to 150.0 0.0 5.000 -0.433 2 0.0 0.0 0.0 6.000 0.0 Vet = 0 0.0 0.0 21.715 K Factor =0 D3 20.02 1.101 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 3 20.02 0.0681 0.0 8.000 0.545 Vet = 6.75 0.0 20.02 16.812 K Factor = 4.88 1 0.0 1.101 R 1.0 13.830 21.715 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 14.830 0.0 Vet = 0 2 0.0 1.101 N 7.0 4.000 21.715 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 11.000 0.0 Vet=0 4 0.0 1.101 0 5.0 10.000 21.715 to 150.0 0.0 5.000 -4.331 5 0.0 0.0 0.0 15.000 0.0 Vet = 0 5 -5.17 1.101 0 5.0 4.410 17.384 to 150.0 0.0 5.000 0.0 6 -5.17 -0.0055 0.0 9.410 -0.052 Vet = 1.74 6 0.0 1.101 6R 6.0 42.670 17.332 to 150.0 0 5.0 11.000 0.0 7 -5.17 -0.0056 0.0 53.670 -0.299 Vet = 1.74 7 20.03 1.101 R 1.0 17.750 17.033 to 150.0 0 5.0 6.000 0.0 11 14.86 0.0393 0.0 23.750 0.933 Vet = 5.01 0.0 14.86 17.966 K Factor= 3.51 5 5.17 1.101 2R 2.0 14.920 17.384 to 150.0 0 5.0 7.000 0.0 12 5.17 0.0056 0.0 21.920 0.122 Vet= 1.74 12 0.0 1.101 0 5.0 6.410 17.506 to 150.0 0.0 5.000 0.0 13 5.17 0.0056 0.0 11.410 0.064 Vet= 1.74 13 0.0 1.101 0 5.0 5.000 17.570 to 150.0 0.0 5.000 0.0 14 5.17 0.0055 0.0 10.000 0.055 Vet = 1.74 14 0.0 1.101 5R 5.0 27.000 17.625 to 150.0 0 5.0 10.000 0.0 15 5.17 0.0056 0.0 37.000 0.206 Vet = 1.74 15 0.0 1.101 0 5.0 6.580 17.831 to 150.0 0.0 5.000 0.0 16 5.17 0.0055 0.0 11.580 0.064 Vet = 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 2R 2.0 10.660 17.895 to 150.0 0.0 2.000 0.0 11 5.17 0.0056 0.0 12.660 0.071 VeI= 1.74 0.0 5.17 17.966 K Factor = 1.22 3 20.02 1.101 2R 2.0 23.000 16.812 to 150.0 N 7.0 9.000 0.0 8 20.02 0.0682 0.0 32.000 2.183 Vel = 6.75 8 0.0 1.101 N 7.0 8.250 18.995 to 150.0 0.0 7.000 0.0 9 20.02 0.0682 0.0 15.250 1.040 Vel = 6.75 9 0.0 1.101 N 7.0 10.000 20.035 to 150.0 0.0 7.000 -4.331 10 20.02 0.0682 0.0 17.000 1.159 Vel = 6.75 10 0.0 1.101 R 1.0 1.500 16.863 to 150.0 0.0 1.000 0.0 7 20.02 0.0680 0.0 2.500 0.170 Vel = 6.75 0.0 20.02 17.033 K Factor = 4.85 11 20.02 1.101 2N 14.0 6.000 17.966 to 150.0 0.0 14.000 0.0 17 20.02 0.0682 0.0 20.000 1.364 Vel = 6.75 17 0.0 1.101 0 5.0 10.000 19.330 to 150.0 0.0 5.000 0.0 18 20.02 0.0682 0.0 15.000 1.023 Vel = 6.75 18 0.0 1.101 R 1.0 11.080 20.353 to 150.0 N 7.0 8.000 4.331 TA 20.02 0.0682 0.0 19.080 1.301 Vel = 6.75 TA 0.0 1.101 2R 2.0 8.000 25.985 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75 S 9.563 BA 5.00 1.055 T 7.768 2.000 34.261 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vel = 9.18 X 0.0 1.055 E 3.107 3.500 35.499 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vet = 9.18 EL 0.0 1.055 E 3.107 40.000 37.853 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.435 Vet = 9.18 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 51.288 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 25.02 0.6902 0.0 18.700 12.906 Vet = 18.41 0.0 25.02 -- - 77.194 K Factor = 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 3 Building : GREAT ROOM 16 X 16 Location : REEF CIRCLE CARLSBAD, CA. System 1 Contract Data File : PLAN 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 11 NP MECHANICAL Page 1 CASERO PLAN 3 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 3 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - GREAT ROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 31.471 Psi Required 88.345 At Test Summary C-Factor Used: Overhead Underground A T E R S P P L Y Water Flow Test: Date of Test - Time of Test - Static (Psi) - 130 Residual (Psi) - 120 Flow (Gpm) - 36 Elevation - Location: Source of Information: Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 3 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow :31.471 C2 - Residual Flow : 36 D2 - System Pressure : 88.345 Hose ( Demand) D3 - System Demand : 31.471 Safety Margin : 21 .637 150 140 130 p 120 R° E 100 90 80 u 70 R60 E50 40 30 20 10 '- U 10 20 30 40 50 60 70 80 90 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 3 Date 10/16/14 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route-1 I I Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 3 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 7.56 na 13.47 0.05 256 7.04 D3 9.0 13.03 na 1 10.0 6.85 na 2 10.0 7.32 na 4 10.0 7.52 na 5 10.0 8.82 na 6 20.0 6.43 na 7 20.0 7.32 na 8 20.0 7.55 na 3 20.0 8.27 na 9 20.0 8.27 na 10 20.0 8.47 na 11 20.0 9.86 na 13 20.0 9.33 na 14 20.0 10.1 na 12 20.0 10.35 na 15 20.0 11.31 na 16 10.0 17.59 na 17 10.0 18.57 na 18 10.0 20.57 na TR 10.0 23.87 na BR 2.0 33.37 na 5.0 X 2.0 35.26 na EL -1.5 38.06 na WM -1.5 55.62 na CM -1.5 88.34 na The maximum velocity is 23.16 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.852 K Factor = 4.97 D2 13.47 1.101 0 5.0 1.000 7.557 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 2 13.47 0.0327 0.0 6.000 0.196 Vel = 4.54 0.0 13.47 7.320 KFactor= 4.98 D3 0.0 1.101 N 7.0 1.000 13.032 to 150.0 0.0 7.000 -4.764 3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.268 K Factor = 0 1 13.00 1.101 N 7.0 13.930 6.852 to 150.0 R 1.0 8.000 0.0 4 13.0 0.0307 0.0 21.930 0.673 VeI= 4.38 0.0 13.00 7.525 K Factor = 4.74 2 13.47 1.101 0 5.0 1.250 7.320 to 150.0 0.0 5.000 0.0 4 13.47 0.0328 0.0 6.250 0.205 Vel = 4.54 4 13.00 1.101 N 7.0 4.330 7.525 to 150.0 0.0 7.000 0.0 5 26.47 0.1143 0.0 11.330 1.295 Vel = 8.92 5 0.0 1.101 N 7.0 10.000 8.820 to 150.0 0.0 7.000 -4.331 6 26.47 0.1143 0.0 17.000 1.943 Vel = 8.92 6 0.0 1.101 0 5.0 2.750 6.432 to 150.0 0.0 5.000 0.0 7 26.47 0.1142 0.0 7.750 0.885 VeI= 8.92 7 -14.92 1.101 N 7.0 2.330 7.317 to 150.0 0.0 7.000 0.0 8 11.55 0.0247 0.0 9.330 0.230 Vel = 3.89 8 0.0 1.101 413 4.0 25.250 7.547 to 150.0 0.0 4.000 0.0 9 11.55 0.0246 0.0 29.250 0.721 Vel = 3.89 0.0 11.55 8.268 K Factor = 4.02 3 0.0 1.101 0 5.0 0.410 8.268 to 150.0 0.0 5.000 0.0 9 0.0 0.0 0.0 5.410 0.0 Vel = 0 9 11.55 1.101 N 7.0 1.170 8.268 to 150.0 0.0 7.000 0.0 10 11.55 0.0246 0.0 8.170 0.201 VeI= 3.89 10 0.0 1.101 913 9.0 42.410 8.469 to 150.0 0 5.0 14.000 0.0 11 11.55 0.0246 0.0 56.410 1.390 Vel = 3.89 Computer Programs by Hydratec Inc. Route. 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 11 0.0 1.101 R 1.0 14.000 9.859 to 150.0 0 5.0 6.000 0.0 12 11.55 0.0246 0.0 20.000 0.493 Vel = 3.89 0.0 11.55 10.352 K Factor = 3.59 7 14.92 1.101 9R 9.0 34.920 7.317 to 150.0 N 7.0 16.000 0.0 13 14.92 0.0396 0.0 50.920 2.016 Vel = 5.03 13 0.0 1.101 211 2.0 12.500 9.333 to 150.0 0 5.0 7.000 0.0 14 14.92 0.0395 0.0 19.500 0.771 Vel = 5.03 14 0.0 1.101 R 1.0 5.250 10.104 to 150.0 0.0 1.000 0.0 12 14.92 0.0397 0.0 6.250 0.248 Vel = 5.03 12 11.55 1.101 N 7.0 1.410 10.352 to 150.0 0.0 7.000 0.0 15 26.47 0.1143 0.0 8.410 0.961 Vel= 8.92 15 0.0 1.101 N 7.0 10.000 11.313 to 150.0 0.0 7.000 4.331 16 26.47 0.1143 0.0 17.000 1.943 Vel= 8.92 16 0.0 1.101 N 7.0 1.580 17.587 to 150.0 0.0 7.000 0.0 17 26.47 0.1142 0.0 8.580 0.980 Vel= 8.92 17 0.0 1.101 N 7.0 10.500 18.567 to 150.0 0.0 7.000 0.0 18 26.47 0.1143 0.0 17.500 2.000 Vel = 8.92 18 0.0 1.101 2R 2.0 19.910 20.567 to 150.0 N 7.0 9.000 0.0 TR 26.47 0.1143 -- 0.0 28.910 3.304 Vel= 8.92 TR 0.0 1.101 2R 2.0 8.000 23.871 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.47 0.1143 Fsp 0.0 26.562 3.036 Vel= 8.92 S 9.563 BR 5.00 1.055 T 7.768 2.000 33.372 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 31.47 0.1937 0.0 9.768 1.892 Vel = 11.55 X 0.0 1.055 E 3.107 3.500 35.264 to 150.0 0.0 3.107 1.516 EL 31.47 0.1937 0.0 6.607 1.280 VeI= 11.55 EL 0.0 1.055 E 3.107 40.000 38.060 to 150.0 1 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.47 0.1938 S 7.768 58.643 11.363 Vel = 11.55 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 55.623 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 31.47 1.0547 0.0 18.700 19.722 Vel = 23.16 0.0 31.47 88.345 K Factor = 3.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 7 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 3 Building : MASTER BATH 20 X 20 Location : REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 3 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 3 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - MASTER BATH 20 X 20 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0' OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E N Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry 0 MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 75.408 At Test Summary C-Factor Used: Overhead Underground N Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 WindhamN.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 3 Date 10/16/14 City Water Supply: Demand: Cl -Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 02 - System Flow : 25.024 C2 - Residual Flow : 36 . D2 - System Pressure : 75.729 Hose ( Demand) 03 - System Demand : 25.024 Safety Margin : 36.678 150 140 130 P 120 -_ R11° E 100 S 90 S 80 u 70 R60 / E50 40 30 20 10 • _Di..... ... I I 10 20 30 40 50 60 70 80 90 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 3 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow. N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL CASERO PLAN 3 Node No. Elevation K-Fact Pt Actual Pn Dl 9.0 18.24 na D2 9.0 18.24 na D3 9.0 4.9 16.7 na 1 10.0 17.8 na 2 10.0 17.8 na 4 10.0 17.8 na 5 10.0 17.8 na 6 20.0 13.47 na 7 20.0 13.47 na 8 20.0 13.32 na 3 20.0 12.48 na 9 20.0 12.85 na 10 20.0 13.03 na 11 20.0 14.27 na 13 20.0 14.29 na 14 20.0 14.61 na 12 20.0 14.71 na 15 20.0 15.28 na 16 10.0 20.77 na 17 10.0 21.35 na 18 10.0 22.55 na TA 10.0 24.52 na BR 2.0 32.8 na X 2.0 34.03 na EL -1.5 36.39 na WM -1.5 49.82 na CM -1.5 75.73 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Page 4 Date 10/16/14 Flow Density Area Press Actual Req. 20.02 0.05 400 16.7 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 3 Date 10/16/14 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 1.101 N 7.0 1.000 18.236 to 150.0 0.0 7.000 -0.433 1 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 17.802 K Factor =0 D2 0.0 1.101 0 5.0 1.000 18.236 to 150.0 0.0 5.000 -0.433 2 0.0 -0.0002 0.0 6.000 -0.001 Vet = 0 0.0 0.0 17.802 K Factor = 0 D3 20.02 1.101 N 7.0 1.000 16.700 K Factor =4.90 to 150.0 0.0 7.000 -4.764 3 20.02 0.0681 0.0 8.000 0.545 Vet = 6.75 0.0 20.02 12.481 K Factor = 5.67 1 0.0 1.101 N 7.0 13.930 17.802 to 150.0 R 1.0 8.000 0.0 4 0.0 0.0 0.0 21.930 0.0 Vel=0 0.0 0.0 17.802 K Factor = 0 2 0.0 1.101 0 5.0 1.250 17.802 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 6.250 0.0 Vet = 0 4 0.0 1.101 N 7.0 4.330 17.802 to 150.0 0.0 7.000 0.0 5 0.0 - 0.0 0.0 11.330 0.0 Vet = 0 5 0.0 1.101 N 7.0 10.000 17.802 to 150.0 0.0 7.000 -4.331 6 0.0 0.0001 0.0 17.000 0.001 Vet=0 6 0.0 1.101 0 5.0 2.750 13.472 to 150.0 0.0 5.000 0.0 7 0.0 0.0 0.0 7.750 0.0 Vet = 0 7 -9.18 1.101 N 7.0 2.330 13.472 to 150.0 0.0 7.000 0.0 8 -9.18 -0.0162 0.0 9.330 -0.151 Vet = 3.09 8 0.0 1.101 4R 4.0 25.250 13.321 to 150.0 0.0 4.000 0.0 9 -9.18 -0.0161 0.0 29.250 -0.471 Vet= 3.09 0.0 -9.18 12.850 K Factor = -2.56 3 20.02 1.101 0 5.0 0.410 12.481 to 150.0 0.0 5.000 0.0 9 20.02 0.0682 0.0 5.410 0.369 Vet = 6.75 9 -9.17 1.101 N 7.0 1.170 12.850 to 150.0 0.0 7.000 0.0 10 10.85 0.0220 0.0 8.170 0.180 Vet = 3.66 10 0.0 1.101 9R 9.0 42.410 13.030 to 150.0 0 5.0 14.000 0.0 .11 10.85 0.0219 0.0 56.410 1.237 Vet= 3.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 0.0 1.101 R 1.0 14.000 14.267 to 150.0 0 5.0 6.000 0.0 12 10.85 0.0220 0.0 20.000 0.439 Vel = 3.66 0.0 10.85 14.706 KFactor= 2.83 7 9.18 1.101 9R 9.0 34.920 13.472 to 150.0 N 7.0 16.000 0.0 13 9.18 0.0161 0.0 50.920 0.819 Vel = 3.09 13 0.0 1.101 2R 2.0 12.500 14.291 to 150.0 0 5.0 7.000 0.0 14 9.18 0.0161 0.0 19.500 0.314 Vel = 3.09 14 0.0 1.101 R 1.0 5.250 14.605 to 150.0 0.0 1.000 0.0 12 9.18 0.0162 0.0 6.250 0.101 VeI= 3.09 12 10.84 1.101 N 7.0 1.410 14.706 to 150.0 0.0 7.000 0.0 15 20.02 0.0683 0.0 8.410 0.574 Vel = 6.75 15 0.0 1.101 N 7.0 10.000 15.280 to 150.0 0.0 7.000 4.331 16 20.02 0.0682 0.0 17.000 1.159 VeI= 6.75 16 0.0 1.101 N 7.0 1.580 20.770 to 150.0 0.0 7.000 0.0 17 20.02 0.0682 0.0 8.580 0.585 Vel = 6.75 17 0.0 1.101 N 7.0 10.500 21.355 to 150.0 0.0 7.000 0.0 18 20.02 0.0682 0.0 17.500 1.193 VeI= 6.75 18 0.0 1.101 2R 2.0 19.910 22.548 to 150.0 N 7.0 9.000 0.0 TR 20.02 0.0682 0.0 28.910 1.972 Vel = 6.75 TR 0.0 1.101 2R 2.0 8.000 24.520 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75 S 9.563 BR 5.00 1.055 T 7.768 2.000 32.796 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 VeI= 9.18 X 0.0 1.055 E 3.107 3.500 34.034 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vel = 9.18 EL 0.0 1.055 E 3.107 40.000 36.388 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.436 Vet = 9.18 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 49.824 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 25.02 0.6901 0.0 18.700 12.905 Vet = 18.41 0.0 25.02 75.729 K Factor = 2.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 7 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 1 Building : BEDROOM 4 20 X 20 Location REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File PLAN 116 X 16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 1 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 1 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - BEDROOM 4 20 X 20 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 C )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 C ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 69.847 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - 8 Psi E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Flow (Gpm) - 36 S Elevation - P Location: P L Source of Information: Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 1 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow :25.024 C2 - Residual Flow : 36 D2 - System Pressure : 69.847 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 42.561 150 140 130 p 120 A11° E 100 S 90 80 - E2 7 0 R60 E50 40 30 20 Jj.kd ....I I 10 I.I • 10 20 30 40 50 60 70 80 90 FLOW (N I' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 1 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC9OEII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 1 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 17.31 na D2 9.0 17.31 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 16.88 na 2 10.0 16.88 na 3 10.0 16.88 na 4 10.0 16.88 na 5 10.0 16.88 na 6 10.0 16.77 na A 0.0 21.01 na 7 10.0 17.26 na 9 10.0 17.08 na 10 10.0 17.19 na 8 10.0 17.97 na TR 10.0 18.64 na BR 2.0 26.91 na 5.0 X 2.0 28.15 na EL -1.5 30.51 na WM -1.5 43.94 na CM -1.5 69.85 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 1.101 N 7.0 1.000 17.310 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.877 K Factor = 0 D2 0.0 1.101 N 7.0 1.000 17.310 to 150.0 0.0 7.000 -0.433 2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 16.877 K Factor = 0 D3 20.02 1.101 0 5.0 1.000 16.700 K Factor =4.90 to 150.0 0.0 5.000 3.898 A 20.02 0.0682 0.0 6.000 0.409 Vet = 6.75 0.0 20.02 21.007 K Factor = 4.37 1 0.0 1.101 N 7.0 0.920 16.877 to 150.0 0.0 7.000 0.0 3 0.0 0.0 0.0 7.920 0.0 Vet = 0 0.0 0.0 16.877 K Factor =0 2 0.0 1.101 0 5.0 0.920 16.877 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 5.920 0.0 Vet = 0 0.0 0.0 16.877 K Factor = 0 3 0.0 1.101 R 1.0 10.750 16.877 to 150.0 0.0 1.000 0.0 4 0.0 0.0 0.0 11.750 0.0 Vet = 0 4 0.0 1.101 0 5.0 6.410 16.877 to 150.0 0.0 5.000 0.0 5 0.0 0.0 0.0 11.410 0.0 Vet = 0 5 -4.39 1.101 4R 4.0 22.330 16.877 to 150.0 0.0 4.000 0.0 6 -4.39 -0.0041 0.0 26.330 -0.108 Vet = 1.48 6 -6.42 1.101 R 1.0 3.250 16.769 to 150.0 0.0 1.000 4.331 A -10.81 -0.0219 0.0 4.250 -0.093 Vet = 3.64 A 20.02 1.101 3R 3.0 25.750 21.007 to 150.0 N 7.0 10.000 -4.331 7 9.21 0.0162 0.0 35.750 0.580 Vet = 3.10 7 0.0 1.101 5R 5.0 39.250 17.256 to 150.0 0.0 5.000 0.0 8 9.21 0.0162 0.0 44.250 0.717 Vet = 3.10 0.0 9.21 17.973 K Factor = 2.17 5 4.39 1.101 4R 4.0 39.250 16.877 to 150.0 N 7.0 11.000 0.0 9 4.39 0.0041 0.0 50.250 0.206 Vet = 1.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 3R 3.0 22.330 17.083 to 150.0 0.0 3.000 0.0 10 4.39 0.0041 0.0 25.330 0.105 Vel = 1.48 0.0 4.39 17.188 K Factor= 1.06 6 6.43 1.101 619 6.0 39.250 16.769 to 150.0 0 5.0 11.000 0.0 10 6.43 0.0083 0.0 50.250 0.419 VeI= 2.17 10 4.38 1.101 2R 2.0 29.000 17.188 to 150.0 0 5.0 7.000 0.0 8 10.81 0.0218 0.0 36.000 0.785 Vel = 3.64 8 9.21 1.101 N 7.0 2.750 17.973 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 9.750 0.665 Vel = 6.75 TR 0.0 1.101 211 2.0 8.000 18.638 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75 S 9.563 BR 5.00 1.055 T 7.768 2.000 26.914 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vel = 9.18 X 0.0 1.055 E 3.107 3.500 28.152 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vel = 9.18 EL 0.0 1.055 E 3.107 40.000 30.506 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.435 VeI= 9.18 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 43.941 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 25.02 0.6902 0.0 18.700 12.906 VeI= 18.41 0.0 25.02 69.847 K Factor = 2.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F~wrql.v --- Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 1 Building : MASTER BEDROOM 16 X 16 Location : REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 116 X 16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 1 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name CASERO PLAN 1 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - MASTER BEDROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 31.366 Psi Required 77.131 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 1 Date 10/16/14 City Water Supply: Demand: Cl -Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow : 31.366 C2 - Residual Flow : 36 D2 - System Pressure : 77.131 Hose ( Demand) D3 - System Demand : 31.366 Safety Margin : 32.894 150 140 130 --ci- P 120 R 110 - - E 100 90 80 u 70 R 60 E5° 40 30 20 - 10 - 10 20 30 40 50 60 70 80 90 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 1 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Waits 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 1 Date 10/16/14 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 7.44 na 13.36 0.05 256 7.0 D3 9.0 10.48 na 1 10.0 6.85 na 2 10.0 7.26 na 3 10.0 7.1 na 4 10.0 7.46 na 5 10.0 8.75 na 6 10.0 9.95 na A 0.0 14.37 na 7 10.0 10.82 na 9 10.0 9.74 na 10 10.0 10.24 na 8 10.0 11.78 na TR 10.0 12.89 na BR 2.0 22.37 na 5.0 X 2.0 24.25 na EL -1.5 27.04 na WM -1.5 44.53 na CM -1.5 77.13 na The maximum velocity is 23.09 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 1 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vet = 4.38 0.0 13.00 6.852 KFactor= 4.97 D2 13.36 1.101 N 7.0 1.000 7.439 K Factor =4.90 to 150.0 0.0 7.000 -0.433 2 13.36 0.0322 0.0 8.000 0.258 Vet = 4.50 0.0 13.36 7.264 K Factor = 4.96 D3 0.0 1.101 0 5.0 1.000 10.476 to 150.0 0.0 5.000 3.898 A 0.0 0.0 0.0 6.000 0.0 Vet = 0 0.0 0.0 14.374 K Factor = 0 1 13.00 1.101 N 7.0 0.920 6.852 to 150.0 0.0 7.000 0.0 3 13.0 0.0307 0.0 7.920 0.243 Vet = 4.38 0.0 13.00 7.095 K Factor = 4.88 2 13.36 1.101 0 5.0 0.920 7.264 to 150.0 0.0 5.000 0.0 4 13.36 0.0324 0.0 5.920 0.192 Vet = 4.50 0.0 13.36 7.456 K Factor = 4.89 3 13.00 1.101 R 1.0 10.750 7.095 to 150.0 0.0 1.000 0.0 4 13.0 0.0307 0.0 11.750 0.361 VeI= 4.38 4 13.37 1.101 0 5.0 6.410 7.456 to 150.0 0.0 5.000 0.0 5 26.37 0.1134 0.0 11.410 1.294 Vel= 8.89 5 -10.26 1.101 4R 4.0 22.330 8.750 to 150.0 0.0 4.000 0.0 6 16.11 0.0456 0.0 26.330 1.201 VeI= 5.43 6 -5.31 1.101 R 1.0 3.250 9.951 to 150.0 0.0 1.000 4.331 A 10.8 0.0216 0.0 4.250 0.092 Vet = 3.64 A 0.0 1.101 319 3.0 25.750 14.374 to 150.0 N 7.0 10.000 -4.331 7 10.8 0.0218 0.0 35.750 0.779 Vet = 3.64 7 0.0 1.101 5R 5.0 39.250 10.822 to 150.0 0.0 5.000 0.0 8 10.8 0.0218 0.0 44.250 0.963 Vet = 3.64 0.0 10.80 11.785 KFactor= 3.15 5 10.26 1.101 4R 4.0 39.250 8.750 to 150.0 N 7.0 11.000 0.0 9 10.26 0.0198 0.0 50.250 0.994 Vet = 3.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 1 Date 10/16/14 Hyd. Ref. Point Qa Dia. "C" Qt Pf/Ft Fitting or Eqv. Ln. Pipe Ftngs Total Pt Fe Pf Pt Pv ******* Notes Pn 9 0.0 1.101 319 3.0 22.330 9.744 to 150.0 0.0 3.000 0.0 10 10.26 0.0198 0.0 25.330 0.501 Vel= 3.46 0.0 10.26 10.245 K Factor = 3.21 6 5.31 1.101 6R 6.0 39.250 9.951 to 150.0 0 5.0 11.000 0.0 10 5.31 0.0059 0.0 50.250 0.294 Vel = 1.79 10 10.25 1.101 2R 2.0 29.000 10.245 to 150.0 0 5.0 7.000 0.0 8 15.56 0.0428 0.0 36.000 1.540 VeI= 5.24 8 10.81 1.101 N 7.0 2.750 11.785 to 150.0 0.0 7.000 0.0 TR 26.37 0.1134 0.0 9.750 1.106 Vel = 8.89 TR 0.0 1.101 2R 2.0 8.000 12.891 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.37 0.1134 Fsp 0.0 26.562 3.013 VeI= 8.89 S 9.563 BR 5.00 1.055 1 7.768 2.000 22.369 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 31.37 0.1926 0.0 9.768 1.881 Vel = 11.51 X 0.0 1.055 E 3.107 3.500 24.250 to 150.0 0.0 3.107 1.516 EL 31.37 0.1925 0.0 6.607 1.272 Vel = 11.51 EL 0.0 1.055 E 3.107 40.000 27.038 to 150.0 T 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.37 0.1926 S 7.768 58.643 11.293 VeI= 11.51 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 44.531 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 31.37 1.0481 0.0 18.700 19.600 Vel= 23.09 0.0 31.37 77.131 K Factor = 3.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 2 Building : GREAT ROOM 16 X 16 Location REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 2 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 2 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - GREAT ROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 C ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 31.460 Psi Required 83.912 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 2 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow :31.46 C2 - Residual Flow : 36 D2 - System Pressure : 83.912 Hose ( Demand) D3 - System Demand : 31.46 Safety Margin : 26.075 150 140 130 --ci- P 120 R 110 - - E 100 90 - 02 S u 70 R60 E5° 40 30 20 10 - d.D.L. i ....... I 10 20 30 40 50 60 70 80 90 FLOW ( N "1 .85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL CASERO PLAN 2 Page 3 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFàctors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 2 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 D2 9.0 4.9 7.54 na 13.46 D3 9.0 12.9 na 1 10.0 6.85 na 2 10.0 7.31 na 4 10.0 8.56 na 5 20.0 5.95 na 6 20.0 6.27 na 7 20.0 8.13 na 12 20.0 6.58 na 13 20.0 6.91 na 14 20.0 7.19 na 15 20.0 8.26 na 16 20.0 8.59 na 3 10.0 12.46 na 8 10.0 12.46 na 9 10.0 12.46 na 10 20.0 8.13 na 11 20.0 8.96 na 17 20.0 11.24 na 18 20.0 12.95 na TA 10.0 19.46 na BR 2.0 28.96 na 5.0 X 2.0 30.85 na EL -1.5 33.65 na WM -1.5 51.2 na CM -1.5 83.91 na 0.05 256 7.04 0.05 256 7.0 The maximum velocity is 23.15 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.852 K Factor = 4.97 D2 13.46 1.101 0 5.0 1.000 7.544 K Factor =4.90 to 150.0 0.0 5.000 -0.433 2 13.46 0.0327 0.0 6.000 0.196 Vel = 4.54 0.0 13.46 7.307 KFactor= 4.98 D3 0.0 1.101 N 7.0 1.000 12.897 to 150.0 0.0 7.000 -0.433 3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.464 K Factor =0 1 13.00 1.101 R 1.0 13.830 6.852 to 150.0 0.0 1.000 0.0 2 13.0 0.0307 0.0 14.830 0.455 Vel = 4.38 2 13.46 1.101 N 7.0 4.000 7.307 to 150.0 0.0 7.000 0.0 4 26.46 0.1142 0.0 11.000 1.256 Vel = 8.92 4 0.0 1.101 0 5.0 10.000 8.563 to 150.0 0.0 5.000 -4.331 5 26.46 0.1142 0.0 15.000 1.713 Vel= 8.92 5 -12.57 1.101 0 5.0 4.410 5.945 to 150.0 0.0 5.000 0.0 6 13.89 0.0348 0.0 9.410 0.327 Vel = 4.68 6 0.0 1.101 6R 6.0 42.670 6.272 to 150.0 0 5.0 11.000 0.0 7 13.89 0.0347 0.0 53.670 1.861 Vel = 4.68 7 0.0 1.101 R 1.0 17.750 8.133 to 150.0 0 5.0 6.000 0.0 11 13.89 0.0347 0.0 23.750 0.824 Vel= 4.68 0.0 13.89 8.957 K Factor = 4.64 5 12.57 1.101 2R 2.0 14.920 5.945 to 150.0 0 5.0 7.000 0.0 12 12.57 0.0288 0.0 21.920 0.631 Vel = 4.24 12 0.0 1.101 0 5.0 6.410 6.576 to 150.0 0.0 5.000 0.0 13 12.57 0.0288 0.0 11.410 0.329 Vel= 4.24 13 0.0 1.101 0 5.0 5.000 6.905 to 150.0 0.0 5.000 0.0 14 12.57 0.0288 0.0 10.000 0.288 Vel = 4.24 14 0.0 1.101 5R 5.0 27.000 7.193 to 150.0 0 5.0 10.000 0.0 15 12.57 0.0288 0.0 37,000 1.066 Vel = 4.24 15 0.0 1.101 0 5.0 6.580 8.259 to 150.0 0.0 5.000 0.0 16 12.57 0.0288 0.0 11.580 0.333 Vel = 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 2R 2.0 10.660 8.592 to 150.0 0.0 2.000 0.0 11 12.57 0.0288 0.0 12.660 0.365 Vel= 4.24 0.0 12.57 8.957 K Factor = 4.20 3 0.0 1.101 2R 2.0 23.000 12.464 to 150.0 N 7.0 9.000 0.0 8 0.0 0.0 0.0 32.000 0.0 Vel = 0 8 0.0 1.101 N 7.0 8.250 12.464 to 150.0 0.0 7.000 0.0 9 0.0 0.0 0.0 15.250 0.0 Vel = 0 9 0.0 1.101 N 7.0 10.000 12.464 to 150.0 0.0 7.000 -4.331 10 0.0 0.0 0.0 17.000 0.0 Vel =0 10 0.0 1.101 R 1.0 1.500 8.133 to 150.0 0.0 1.000 0.0 7 0.0 0.0 0.0 2.500 0.0 Vel = 0 0.0 0.0 8.133 K Factor = 0 11 26.46 1.101 2N 14.0 6.000 8.957 to 150.0 0.0 14.000 0.0 17 26.46 0.1142 0.0 20.000 2.283 VeI= 8.92 17 0.0 1.101 0 5.0 10.000 11.240 to 150.0 0.0 5.000 0.0 18 26.46 0.1142 0.0 15.000 1.713 Vel= 8.92 18 0.0 1.101 R 1.0 11.080 12.953 to 150.0 N 7.0 8.000 4.331 TA 26.46 0.1142 0.0 19.080 2.179 Vel = 8.92 TA 0.0 1.101 2R 2.0 8.000 19.463 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.46 0.1142 Fsp 0.0 26.562 3.033 Vel = 8.92 S 9.563 BR 5.00 1.055 T 7.768 2.000 28.961 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 31.46 0.1937 0.0 9.768 1.892 Vel = 11.55 X 0.0 1.055 E 3.107 3,500 30.853 to 150.0 0.0 3.107 1.516 EL 31.46 0.1936 0.0 6.607 1.279 Vel = 11.55 EL 0.0 1.055 E 3.107 40.000 33.648 to 150.0 T 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.46 0.1936 S 7.768 58.643 11.355 Vet= 11.55 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 51.203 to 150.0 0.0 3.700 13.000 ** Fixed Loss= 13 CM 31.46 1.0540 0.0 18.700 19.709 Vel= 23.15 0.0 31.46 83.912 K Factor = 3.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 2 Building DINING ROOM 20 X 20 Location : REEF CIRCLE CARLSBAD, CA. System 1 Contract Data File : PLAN 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page 1 CASERO PLAN 2 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 2 Location - REEF CIRCLE CARLSBAD, CA. Building - DINING ROOM 20 X 20 Contractor - NP MECHANICAL INC Calculated By - JAIME REYES Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD Date - 10/16/14 System No. - 1 Contract No. - Drawing No. - 2 Non-Combustible Ceiling Height 9t_0u S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 C ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 77.194 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 2 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow : 25.024 C2 - Residual Flow : 36 D2 - System Pressure : 77.194 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 35.214 150 140 130 Ci--- p 120 R11° E 100 S 90 S 80 u J 70 R60 F5° 40 30 20 10 10 20 30 40 50 60 70 80 90 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 2 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'ElI Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP MECHANICAL Page 4 Date 10/16/14 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Dl 9.0 22.15 na D2 9.0 22.15 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 10.0 21.72 na 2 10.0 21.72 na 4 10.0 21.72 na 5 20.0 17.38 na 6 20.0 17.33 na 7 20.0 17.03 na 12 20.0 17.51 na 13 20.0 17.57 na 14 20.0 17.63 na 15 20.0 17.83 na 16 20.0 17.9 na 3 10.0 16.81 na 8 10.0 18.99 na 9 10.0 20.03 na 10 20.0 16.86 na 11 20.0 17.97 na 17 20.0 19.33 na 18 20.0 20.35 na TR 10.0 25.98 na BR 2.0 34.26 na 5.0 X 2.0 35.5 na EL -1.5 37.85 na WM -1.5 51.29 na CM -1.5 77.19 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c..or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 1.101 N 7.0 1.000 22.148 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 21.715 K Factor =0 D2 0.0 1.101 0 5.0 1.000 22.148 to 150.0 0.0 5.000 -0.433 2 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 21.715 K Factor =0 D3 20.02 1.101 N 7.0 1.000 16.700 K Factor =4.90 to 150.0 0.0 7.000 -0.433 3 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 0.0 20.02 16.812 K Factor = 4.88 1 0.0 1.101 R 1.0 13.830 21.715 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 14.830 0.0 Vel = 0 2 0.0 1.101 N 7.0 4.000 21.715 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 11.000 0.0 Vel = 0 4 0.0 1.101 0 5.0 10.000 21.715 to 150.0 0.0 5.000 -4.331 5 0.0 0.0 0.0 15.000 0.0 Vel = 0 5 -5.17 1.101 0 5.0 4.410 17.384 to 150.0 0.0 5.000 0.0 6 -5.17 -0.0055 0.0 9.410 -0.052 Vel = 1.74 6 0.0 1.101 6R 6.0 42.670 17.332 to 150.0 0 5.0 11.000 0.0 7 -5.17 -0.0056 0.0 53.670 -0.299 Vel = 1.74 7 20.03 1.101 R 1.0 17.750 17.033 to 150.0 0 5.0 6.000 0.0 11 14.86 0.0393 0.0 23.750 0.933 Vel = 5.01 0.0 14.86 17.966 K Factor= 3.51 5 5.17 1.101 2R 2.0 14.920 17.384 to 150.0 0 5.0 7.000 0.0 12 5.17 0.0056 0.0 21.920 0.122 VeI= 1.74 12 0.0 1.101 0 5.0 6.410 17.506 to 150.0 0.0 5.000 0.0 13 5.17 0.0056 0.0 11.410 0.064 VeI= 1.74 13 0.0 1.101 0 5.0 5.000 17.570 to 150.0 0.0 5.000 0.0 14 5.17 0.0055 0.0 10.000 0.055 Vel= 1.74 14 0.0 1.101 5R 5.0 27.000 17.625 to 150.0 0 5.0 10.000 0.0 15 5.17 0.0056 0.0 37.000 0.206 Vel = 1.74 15 0.0 1.101 0 5.0 6.580 17.831 to 150.0 0.0 5.000 0.0 16 5.17 0.0055 0.0 11.580 0.064 Vel = 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 2 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 2R 2.0 10.660 17.895 to 150.0 0.0 2.000 0.0 11 5.17 0.0056 0.0 12.660 0.071 VeI= 1.74 0.0 5.17 17.966 KFactor= 1.22 3 20.02 1.101 2R 2.0 23.000 16.812 to 150.0 N 7.0 9.000 0.0 8 20.02 0.0682 0.0 32.000 2.183 Vel = 6.75 8 0.0 1.101 N 7.0 8.250 18.995 to 150.0 0.0 7.000 0.0 9 20.02 0.0682 0.0 15.250 1.040 Vel = 6.75 9 0.0 1.101 N 7.0 10.000 20.035 to 150.0 0.0 7.000 -4.331 10 20.02 0.0682 0.0 17.000 1.159 VeI= 6.75 10 0.0 1.101 R 1.0 1.500 16.863 to 150.0 0.0 1.000 0.0 7 20.02 0.0680 0.0 2.500 0.170 Vel = 6.75 0.0 20.02 17.033 KFactor= 4.85 11 20.02 1.101 2N 14.0 6.000 17.966 to 150.0 0.0 14.000 0.0 17 20.02 0.0682 0.0 20.000 1.364 Vel = 6.75 17 0.0 1.101 0 5.0 10.000 19.330 to 150.0 0.0 5.000 0.0 18 20.02 0.0682 0.0 15.000 1.023 Vel = 6.75 18 0.0 1.101 R 1.0 11.080 20.353 to 150.0 N 7.0 8.000 4.331 TR 20.02 0.0682 0.0 19.080 1.301 Vel = 6.75 TR 0.0 1.101 2R 2.0 8.000 25.985 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75 S 9.563 BR 5.00 1.055 T 7.768 2.000 34.261 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vel = 9.18 X 0.0 1.055 E 3.107 3.500 35.499 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vel = 9.18 EL 0.0 1.055 E 3.107 40.000 37.853 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.435 Vel = 9.18 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 51.288 to 150.0 0.0 3.700 13.000 Fixed Loss = 13 CM 25.02 0.6902 0.0 18.700 12.906 Vel = 18.41 0.0 25.02 77.194 K Factor 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 pu. --- Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name CASERO PLAN 3 Building : GREAT ROOM 16 X 16 Location : REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page 1 CASE RU PLAN 3 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 3 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - GREAT ROOM 16 X 16 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 91 -0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 31.471 Psi Required 88.345 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 130 R Residual (Psi) - 120 Flow (Gpm) - 36 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 3 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow : 31.471 C2 - Residual Flow : 36 D2 - System Pressure : 88.345 Hose ( Demand) D3 - System Demand :31.471 Safety Margin : 21.637 150 140 130 "ci____ p120 R11° - °— E 100 S 90 S 80 u 70 R60 E5° 40 30 20 10 h.D.L •... I I _________________________ I 10 20 30 40 50 60 70 80 90 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 3 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 2/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 3 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 7.56 na 13.47 0.05 256 7.04 D3 9.0 13.03 na 1 10.0 6.85 na 2 10.0 7.32 na 4 10.0 7.52 na 5 10.0 8.82 na 6 20.0 6.43 na 7 20.0 7.32 na 8 20.0 7.55 na 3 20.0 8.27 na 9 20.0 8.27 na 10 20.0 8.47 na 11 20.0 9.86 na 13 20.0 9.33 na 14 20.0 10.1 na 12 20.0 10.35 na 15 20.0 11.31 na 16 10.0 17.59 na 17 10.0 18.57 na 18 10.0 20.57 na TR 10.0 23.87 na BR 2.0 33.37 na 5.0 X 2.0 35.26 na EL -1.5 38.06 na WM -1.5 55.62 na CM -1.5 88.34 na The maximum velocity is 23.16 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C• or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Dl 13.00 1.101 N 7.0 1.000 7.040 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.852 K Factor = 4.97 D2 13.47 1.101 0 5.0 1.000 7.557 K Factor =4.90 to 150.0 0.0 5.000 -0.433 2 13.47 0.0327 0.0 6.000 0.196 Vel = 4.54 0.0 13.47 7.320 K Factor = 4.98 D3 0.0 1.101 N 7.0 1.000 13.032 to 150.0 0.0 7.000 -4.764 3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.268 K Factor = 0 1 13.00 1.101 N 7.0 13.930 6.852 to 150.0 R 1.0 8.000 0.0 4 13.0 0.0307 0.0 21.930 0.673 VeI= 4.38 0.0 13.00 7.525 K Factor = 4.74 2 13.47 1.101 0 5.0 1.250 7.320 to 150.0 0.0 5.000 0.0 4 13.47 0.0328 0.0 6.250 0.205 Vel = 4.54 4 13.00 1.101 N 7.0 4.330 7.525 to 150.0 0.0 7.000 0.0 5 26.47 0.1143 0.0 11.330 1.295 Vel= 8.92 5 0.0 1.101 N 7.0 10.000 8.820 to 150.0 0.0 7.000 -4.331 6 26.47 0.1143 0.0 17.000 1.943 VeI= 8.92 6 0.0 1.101 0 5.0 2.750 6.432 to 150.0 0.0 5.000 0.0 7 26.47 0.1142 0.0 7.750 0.885 VeI= 8.92 7 -14.92 1.101 N 7.0 2.330 7.317 to 150.0 0.0 7.000 0.0 8 11.55 0.0247 0.0 9.330 0.230 Vel = 3.89 8 0.0 1.101 4R 4.0 25.250 7.547 to 150.0 0.0 4.000 0.0 9 11.55 0.0246 0.0 29.250 0.721 Vel = 3.89 0.0 11.55 8.268 K Factor = 4.02 3 0.0 1.101 0 5.0 0.410 8.268 to 150.0 0.0 5.000 0.0 9 0.0 0.0 0.0 5.410 0.0 Vel = 0 9 11.55 1.101 N 7.0 1.170 8.268 to 150.0 0.0 7.000 0.0 10 11.55 0.0246 0.0 8.170 0.201 VeI= 3.89 10 0.0 1.101 9R 9.0 42.410 8.469 to 150.0 0 5.0 14.000 0.0 11 11.55 0.0246 0.0 56.410 1.390 VeI= 3.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 11 0.0 1.101 R 1.0 14.000 9.859 to 150.0 0 5.0 6.000 0.0 12 11.55 0.0246 0.0 20.000 0.493 VeI= 3.89 0.0 11.55 10.352 K Factor = 3.59 7 14.92 1.101 913 9.0 34.920 7.317 to 150.0 N 7.0 16.000 0.0 13 14.92 0.0396 0.0 50.920 2.016 Vel = 5.03 13 0.0 1.101 213 2.0 12.500 9.333 to 150.0 0 5.0 7.000 0.0 14 14.92 0.0395 0.0 19.500 0.771 Vel = 5.03 14 0.0 1.101 R 1.0 5.250 10.104 to 150.0 0.0 1.000 0.0 12 14.92 0.0397 0.0 6.250 0.248 Vel = 5.03 12 11.55 1.101 N 7.0 1.410 10.352 to 150.0 0.0 7.000 0.0 15 26.47 0.1143 0.0 8.410 0.961 VeI= 8.92 15 0.0 1.101 N 7.0 10.000 11.313 to 150.0 0.0 7.000 4.331 16 26.47 0.1143 0.0 17.000 1.943 VeI= 8.92 16 0.0 1.101 N 7.0 1.580 17.587 to 150.0 0.0 7.000 0.0 17 26.47 0.1142 0.0 8.580 0.980 VeI= 8.92 17 0.0 1.101 N 7.0 10.500 18.567 to 150.0 0.0 7.000 0.0 18 26.47 0.1143 0.0 17.500 2.000 Vel = 8.92 18 0.0 1.101 213 2.0 19.910 20.567 to 150.0 N 7.0 9.000 0.0 TR 26.47 0.1143 0.0 28.910 3.304 Vel = 8.92 TR Ô.0 1.101 2R 2.0 8.000 23.871 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.47 0.1143 Fsp 0.0 26.562 3.036 VeI= 8.92 S 9.563 BR 5.00 1.055 T 7.768 2.000 33.372 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 31.47 0.1937 0.0 9.768 1.892 Vel = 11.55 X 0.0 1.055 E 3.107 3.500 35.264 to 150.0 0.0 3.107 1.516 EL 31.47 0.1937 0.0 6.607 1.280 VeI= 11.55 EL 0.0 1.055 E 3.107 40.000 38.060 to 150.0 T 7.768 18.643 6.200 * * Fixed Loss = 6.2 WM 31.47 0.1938 S 7.768 58.643 11.363 VeI= 11.55 Zwa 0.0 WM 0.0 0.745 T 3.7 15.000 55.623 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 31.47 1.0547 0.0 18.700 19.722 Vel = 23.16 0.0 31.47 88.345 K Factor = 3.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 7 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design NP MECHANICAL 9225 STELLAR COURT SUITE A CORONA, CA. 92883 951-667-4220 Job Name : CASERO PLAN 3 Building MASTER BATH 20 X 20 Location REEF CIRCLE CARLSBAD, CA. System : 1 Contract Data File : PLAN 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL Page CASERO PLAN 3 Date 10/16/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CASERO PLAN 3 Date - 10/16/14 Location - REEF CIRCLE CARLSBAD, CA. Building - MASTER BATH 20 X 20 System No. - 1 Contractor - NP MECHANICAL INC Contract No. - Calculated By - JAIME REYES Drawing No. - 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E N Listed Flow at Start Point - 20.02Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK457 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 25.024 Psi Required 75.408 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 130 Elev. R Residual (Psi) - 120 Other Well Flow (Gpm) - 36 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL Page 2 CASERO PLAN 3 Date 10/16/14 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : 4.548 C2 - Residual Pressure: 108 D2 - System Flow : 25.024 C2 - Residual Flow : 36 D2 - System Pressure : 75.729 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 36.678 150 140 130 P 120 C?_______________ R 11 E 100 S 90 80 u I 2 70 - R 60 E5° 40 30 20 10 10 20 30 40 50 60 70 80 90 FLOW (N 1 .85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL Page 3 CASERO PLAN 3 Date 10/16/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VS Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15.0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL Page 4 CASERO PLAN 3 Date 10/16/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Dl 9.0 18.24 na D2 9.0 18.24 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 17.8 na 2 10.0 17.8 na 4 10.0 17.8 na 5 10.0 17.8 na 6 20.0 13.47 na 7 20.0 13.47 na 8 20.0 13.32 na 3 20.0 12.48 na 9 20.0 . 12.85 na 10 20.0 13.03 na 11 20.0 14.27 na 13 20.0 14.29 na 14 20.0 14.61 na 12 20.0 14.71 na 15 20.0 15.28 na 16 10.0 20.77 na 17 10.0 21.35 na 18 10.0 22.55 na TR 10.0 24.52 na BR 2.0 32.8 na 5.0 X 2.0 34.03 na EL -1.5 36.39 na WM -1.5 49.82 na CM -1.5 75.73 na The maximum velocity is 18.41 and it occurs in the pipe between nodes WM and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 5 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Dl 0.0 1.101 N 7.0 1.000 18.236 to 150.0 0.0 7.000 -0.433 1 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 17.802 K Factor = 0 D2 0.0 1.101 0 5.0 1.000 18.236 to 150.0 0.0 5.000 -0.433 2 0.0 -0.0002 0.0 6.000 -0.001 Vet = 0 0.0 0.0 17.802 K Factor = 0 D3 20.02 1.101 N 7.0 1.000 16.700 K Factor =4.90 to 150.0 0.0 7.000 -4.764 3 20.02 0.0681 0.0 8.000 0.545 Vet = 6.75 0.0 20.02 12.481 K Factor 5.67 1 0.0 1.101 N 7.0 13.930 17.802 to 150.0 R 1.0 8.000 0.0 4 0.0 0.0 0.0 21.930 0.0 Vet = 0 0.0 0.0 17.802 K Factor = 0 2 0.0 1.101 0 5.0 1.250 17.802 to 150.0 0.0 5.000 0.0 40.00.0 0.06.250 0.0 Vet =0 4 0.0 1.101 N 7.0 4.330 17.802 to 150.0 0.0 7.000 0.0 5 0.0 0.0 0.0 11.330 0.0 Vet = 0 5 0.0 1.101 N 7.0 10.000 17.802 to 150.0 0.0 7.000 -4.331 6 0.0 0.0001 0.0 17.000 0.001 Vet = 0 6 0.0 1.101 0 5.0 2.750 13.472 to 150.0 0.0 5.000 0.0 7 0.0 0.0 0.0 7.750 0.0 Vet = 0 7 -9.18 1.101 N 7.0 2.330 13.472 to 150.0 0.0 7.000 0.0 8 -9.18 -0.0162 0.0 9.330 -0.151 Vet = 3.09 8 0.0 1.101 4R 4.0 25.250 13.321 to 150.0 0.0 4.000 0.0 9 -9.18 -0.0161 0.0 29.250 -0.471 Vet = 3.09 0.0 -9.18 12.850 KFactor= -2.56 3 20.02 1.101 0 5.0 0.410 12.481 to 150.0 0.0 5.000 0.0 9 20.02 0.0682 0.0 5.410 0.369 Vet = 6.75 9 -9.17 1.101 N 7.0 1.170 12.850 to 150.0 0.0 7.000 0.0 10 10.85 0.0220 0.0 8.170 0.180 Vet =3.66 10 0.0 1.101 9R 9.0 42.410 13.030 to 150.0 0 5.0 14.000 0.0 11 . 10.85 0.0219 0.0 56.410 1.237 VeI= 3.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 6 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 0.0 1.101 R 1.0 14.000 14.267 to 150.0 0 5.0 6.000 0.0 12 10.85 0.0220 0.0 20.000 0.439 Vet = 3.66 0.0 10.85 14.706 K Factor = 2.83 7 9.18 1.101 9R 9.0 34.920 13.472 to 150.0 N 7.0 16.000 0.0 13 9.18 0.0161 0.0 50.920 0.819 Vel= 3.09 13 0.0 1.101 2R 2.0 12.500 14.291 to 150.0 0 5.0 7.000 0.0 14 9.18 0.0161 0.0 19.500 0.314 Vet = 3.09 14 0.0 1.101 R 1.0 5.250 14.605 to 150.0 0.0 1.000 0.0 12 9.18 0.0162 0.0 6.250 0.101 Vet = 3.09 12 10.84 1.101 N 7.0 1.410 14.706 to 150.0 0.0 7.000 0.0 15 20.02 0.0683 0.0 8.410 0.574 Vet = 6.75 15 0.0 1.101 N 7.0 10.000. 15.280 to 150.0 0.0 7.000 4.331 16 20.02 0.0682 0.0 17.000 1.159 Vet = 6.75 16 0.0 1.101 N 7.0 1.580 20.770 to 150.0 0.0 7.000 0.0 17 20.02 0.0682 0.0 8.580 0.585 Vet = 6.75 17 0.0 1.101 N 7.0 10.500 21.355 to 150.0 0.0 7.000 0.0 18 20.02 0.0682 0.0 17.500 1.193 Vet = 6.75 18 0.0 1.101 2R 2.0 19.910 22.548 to 150.0 N 7.0 9.000 0.0 TR . 20.02 0.0682 0.0 . 28.910 1.972 Vet = 6.75 TR 0.0 1.101 2R 2.0 8.000 24.520 to 150.0 N 7.0 18.562 6.465 . * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 S 9.563 BR to X 5.00 25.02 1.055 150.0 0.1267 T 7.768 0.0 0.0 2.000 7.768 9.768 32.796 0.0 1.238 Qa = Vet= 5.00 9.18 X 0.0 1.055 E 3.107 3.500 34.034 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vet = 9.18 EL 0.0 1.055 E 3.107 40.000 36.388 to 150.0 T 7.768 18.643 6.000 * * Fixed Loss = 6 WM 25.02 0.1268 S 7.768 58.643 7.436 Vet= 9.18 Zwa 0.0 WM 0.0 0.745 1 3.7 15.000 49.824 to 150.0 0.0 3.700 13.000 * * Fixed Loss = 13 CM 25.02 0.6901 0.0 18.700 12.905 Vet= 18.41 0.0 25.02 75.729 K Factor = 2.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL Page 7 CASERO PLAN 3 Date 10/16/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 February 3, 2012 Sprinkler 147u FREEDOM® RESIDENTIAL CONCEALED PENDENT NIIQNG j SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.c o m DESCRIPTION Viking Freedom" Residential Concealed Pendent Sprinkler VK457 is a small high-sensitivity solder link and lever residential sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K-Factor of 4.9 (70.6 metric*), allows the sprinkler's ef-ficient use of available water supplies for the hydraulically designed fire-protection system. The operating element and special deflector characteristics meet the chal- lenges of residential sprinkler standards. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile small-diameter cover assembly installed flush to the ceiling. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The 'push-on", "thread-off' design of the concealed cover plate as- sembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to %" (12.7 mm) of vertical adjustment. 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. LISTINGS AND APPROVALS cULus Listed: Category VKKW Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Available since 2008. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metric*) * Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Viking Technical Data may be found on Sprinkler Body: Brass UNS-C84400 or QM Brass The Viking corporation's Web site at Deflector: Phosphor Bronze UNSC51000 http:llwww.vikinggroupinc.com. Deflector Pins: Stainless Steel UNSS30200 The Web site may include a more recent Button: Brass UNS-C36000 edition of this Technical Data Page. Seat Assembly: Brass UNS-C31600 Compression Screw: Brass UNS-C36000 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint Levers: Stainless Steel UNS-S31 600 Lever Bar: Copper Alloy UNS-C72500 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Freedoms Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately: Form No. F_072607 Replaces page 147u-z, dated Sept. 9, 2011. (Added QM Brass to sprinkler materials and added reference to hA 1028R.) Sprinkler 147v February 3, 2012 FREEDOM® RESIDENTIAL CONCEALED PENDENT II(IF16i SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler: Part No. 14694AC (includes a 165°F (74°C) rated sprinkler with a protective plastic cap covering the unit). Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = M-/l, Painted Black = M-/B Temperature Suffix: 135 °F/57 °C =A For example, cover 13504 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 13504FA. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches**: Heavy Duty Part No. 13623W/B (available since 2006), or Head Cabinet Wrench Part No. 13619*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007) Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) **Requires a '/z" ratchet (not available from Viking). ***Also optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. For NFPA 13D horizontal ceiling criteria and slopes, refer to TIA 1028R for slope ceiling criteria exceptions. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the fusible element to disengage releasing the sealing assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinkler Model VK457 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. F Y]IE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES : latê Bs, irt Pr 'nIrf Jf TF1tl,,flrE Arnhien°t dint 1[ Ordinary J 165 °F(74°C) 100°F(38°C) 135°F(57°C) 13504 13642 15394 Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Footnotes I The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. February 3, 2012 Sprinkler 147w FREEDOM® RESIDENTIAL N11Q F1G TECHNICAL I SPRINKLER VK457 (K4.9) I Air CONCEALED PENDENT The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com ...... r.-'; -'t . ResidentuajG I Pr lit pririll iJK4f' G v i N Pe 1 D ?'N FA1 Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Part Number' SIN Working Pressure Inches mm U.S. metric' 14694A VK457 1/2 15 4.9 70.6 175 psi (12 bar) Listings and Approvals3 Maximum Areas of Coverage Minimum Water Supply Requirements6 (Refer also to Design criteria on page 147x.) cULus4 NYC NSF9 Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2112 (9.50) 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AX1 See Footnote 5. AX1 14 ft. x 14 ft. (4.3 m 4.3 m) 13 gpm @7.0 psi (49.2 Umin @0.48 bar) AX1 See Footnote 5. AX1 16 ft. x 16 ft. (4.9 m 4.9 m) 13 gpm @7.0 psi (49.2 L/min @0.48 bar) AX1 See Footnote 5. AX1 18 ft. x 18 ft. (5.5 m 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @0.83 bar) AX1 See Footnote 5. AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar) AX1 See Footnote 5. AX1 Installed below ceilings with slopes8 up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC [ NSF° 16 ft. x 16 ft. (4.9 m 4.9 m) 26 gpm @28.2 psi (98.4 Umin @ 1.94 bar) AX1 See Footnote 5. AX1 18 ft. x 18 ft. (5.5 m 5.5 m) 31 gpm @40.0 psi (117.3 Umin @2.76 bar) AX1 See Footnote 5. AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 31 gpm @40.0 psi (117.3 Umin @2.76 bar) AX1 See Footnote 5. A.X1 Cover Temperature Rating Cover Plate Finishes Sprinkler Temperature Rating x - 135°F (57 °C) cover 135041, 136421 (large diameter), 1 - Polished Chrome, Brushed Chrome, Bright A - 165 F (74 C) or 153941 (square cover plate) Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black1° Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart 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. Listed by Underwriter's Laboratories for use in the U.S. and Canada. Meets New York City requirements, effective July 1, 2008. 6 For areas of coverage smaller than shown, use the 'Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used. Refer to hA 1028R slope ceiling criteria exceptions. 8 Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. 100ther paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufac- turer. Contact Viking for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. Step 1: Carefully sl wrench sideways a the deflector an( Sprinkler and Adapter Assembly (Protective Cap is removed for installation--use 'drench 13619)0E) 2-1/4' (57.2 mm) diameter opening is required in the ceiling. Sprinkler 'drench (Part No. 13623\.//B)K* is shown) Sprinkler 147x February 3, 2012 FREEDOM® RESIDENTIAL TECHNICAL DATA CONCEALED PENDENT \HI(II1G1ii SPRINKLER VK457 (K4.9) -1 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com cULus Listing Requirements: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 130 or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w. For systems designed to NFPA 13: The number 01 design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gprnlsq. ft. over the 'design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 m). NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to pages RESI-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. **A 1/2w ratchet is required Step 2: Carefully press the wrench (not available from Viking). upward and turn slightly to ensure engagement with sprinkler wrench flats. Figure 1: Sprinkler Installation and Correct Use of Wrenches February 3, 2012 Sprinkler 147y - FREEDOM® RESIDENTIAL CONCEALED PENDENT "\ IJF1G SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1/2' (15 mm) NPT 1j (54 mm) 2-1/16' (52 mm) Minimum 2-3/4' (70 mm) or Note: Upon sprinkler activation, the deflector descends 3-5/16' (84.1 rim) to approximately 13/16' (20.6 mm) below the sprinkler body. Figure 2: Sprinkler Dimensions and Cover Installation Identification of Custom Point Color: All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 3: Identification of Custom Paint Color for Concealed Covers 1- DO NOT PAINT 3-5/16" (84,1 mm) Figure 4: Square Cover Assembly 15394 Sprinkler 147z February 3, 2012 CONCEALED PENDENT I"I I1G FREEDOM® RESIDENTIAL SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Maxim ceilin slope = (33.7° Refer to the Appro Chart for listed areas of coverag Note 1 below. Notes: Listed areas of coverage corre- spond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor cover- age in the horizontal plane under sloped ceilings will be less than the listed area.) Actual installations may require multiple sprinklers. A single sprin- kler installation has been shown for clarity. For "cathedral' ceiling applica- tions, install sprinklers in a sym- metrical mirror-image of Figure 5. Figure 5: Installation Instructions - Sloped Ceilings Replaces page 147u-z, dated Sept. 9, 2011. (Added QM Brass Form No. F_072607 to sprinkler materials and added reference to T1A1028R.) January 13, 2012 Sprinkler 149m FREEDOM® RESIDENTIAL tj I IJ PEN DENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass- bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The orifice design, with a K-Factor of 4.9 (70.6 metric-I-), allows efficient use of available water supplies for the hydraulically designed fire-protection system. The glass bulb operating element and special deflector characteristics meet the challenges of residential sprinkler standards. LISTINGS AND APPROVALS cULus Listed: Category VKKW NYC Approved: MEA 89-92-E, Volume 35 NSF Certified: NSF/ANSI Standard 61, Drinking Water System Components Refer to the Approval Chart on page 1490 and Design Criteria on page 149r for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2' (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metrict) tMetric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Compression Screw: Brass UNS-C36000 Viking Technical Data may be found on The Viking corporation's Web site at http:i/www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No. 13637 Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, and White Polyester = M-/W Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK468 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 13637AB. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000) Wrench for recessed sprinklers: Part No. 13577W/B* (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A /2" ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Form No. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised sprinkler materials and added reference to TlA 1028R.) Sprinkler 149n January 13, 2012 I ___ PEN DENT SPRINKLER 'J IAV I NC; FREEDOM® RESIDENTIAL VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 197 1) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. For NFPA 13D horizontal ceiling criteria and slopes, refer to TIA 1028R for slope ceiling criteria exceptions. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS lAND iFINISHES 'p pF9 I TTrji V. iT Tpcuej L cTer . Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome-Enloy® (patents pending), and White Polyester Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Wrench ON h Protective Sprinkler Shield Flats Protective Cap Sprinkler Figure 1: Standard Sprinkler Wrench 10896W/B January 13, 2012 Sprinkler 1490 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com roaIhaf 4p1p1 717, I I Ii itt ii P t1 it tirinl 1< UV,bStf il iei l P Nt I I Li r NF PA - FP Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' SIN U.S. metric2 Working Pressure Inches mm Inches mm 13637 VK468 1/2 15 4.9 70.6 175 psi (12 bar) 2-1/4 58 Listings and Approvals3 Maximum Areas of Coverage Minimum Water Supply Requirements4 (Refer also to Design Criteria on page 149rj cULus° I NYC- NSF- Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2/12 (9.5°). 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AIX AIX AIX 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AIX AIX AIX 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AIX AIX AIX 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min © 0.83 bar) AIX AIX AIX 20 ft. x 20 ft. (6.1 mx6.1 m) 20 gpm @ 16.7 psi (75.7 L/min @ 1.15 bar) AIX AIX AIX Installed below horizontal ceilings with beams9. 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) B1X B1X B1X 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) B1X B1X B1X 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) B1X B1X B1X 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @ 0.83 bar) BiX BiX B1X 20 ft. x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 L/min @ 1.15 bar) B1X B1X B1X Installed below ceilings with slopes up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 149q. UL NYC NSF8 20 ft. x 20 ft. (6.1 m x 6.1 m) 21 gpm @ 18.4 psi (79.5 L/min @ 1.27 bar) B1X See Footnote 7. B1X 20 ft. x 20 ft. (6.1 m x 6.1 m) 23 gpm @ 22.0 psi (83.4 L/min @ 1.52 bar) C1X See Footnote 7. CIX Approved Temperature Ratings Approved Finishes ppr Approved Escutcheons A- 155°F (68 °C) and 175 °F (79 °C) 1 Brass, Chrome-En I oy White and x - Standard surface-mounted escutcheons or the Micro- °F °C) B - 155 (68 - Black 12 fast5 Model F-i Adjustable Escutcheon, or recessed with C - 175 °F (79 °C) the Micromatic® Model E-i or E-2 Recessed Escutcheon Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This chart 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. 4For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used. Listed by Underwriter's Laboratories for use in the U.S. and Canada. °Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 35. Meets New York City requirements, effective July 1, 2008. Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. Listings are for residential occupancies with smooth, flat, horizontal ceilings or horizontal ceilings with beams. Includes ceilings with slopes up to and including a 2/12 (9.5°) pitch. (For beam ceiling design criteria, refer to Beam Ceiling Guidelines and Figures 6 through 7D on pages 149s-t). 10Refer to TIA 1028R slope ceiling criteria exceptions. "Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 12 Other paint colors are available on request with the same cULus Listings as the standard finish colors. IMIIlIlll•lIII Sprinkler 'drench 12144W/Bw)K for installing recessed )endent sprinklers th protective caps. A 1/2' ratchet is required iot evolioble from Viking). Carefully slide the wrench sideways around the protective cap, ensuring engage- ment with the sprinkler wrench flats. Installed with a Microfast Model F-i Adjustable Escutcheon (28.7 mm) _______________ Installed Installed with a standard 1/8' (3.1 mm) surface-mounted escutcheon A Minimum I (38.1 mm) I Maximum Sprinkler 149p January 13, 2012 N11%NNG FREEDOM® RESIDENTIAL _____ PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Figure 2: Wrench 12144W/B for Installing Recessed Pendent Sprinkler VK468 1/2' (15 mm NPT 2-1/4' 1-1/2' 1111/1(58 mm) (38.1 mm) SprinklerVK468 Figure 3: Sprinkler VK468 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon January 13, 2012 Sprinkler 149q (J NC; FREEDOM® RESIDENTIAL ____ PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Ceiling Opening Size: 2-5/16' (58.7 pun) minimum 2-1/2' (63,5 mm) maximum flJ-fl -' 4 UFFIIIi \JJ i-i/a' 1-1/8' (28.6 mm) (44.5 mm) Minimum (50.8 mm) Minimum Installed with a Micromatic Installed with a threaded Micromatic Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK468 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Maxim ceilin slope = (33.7 Refer to the Appr( Chart for listec areas of coveraç Note 1 below. Notes: Listed areas of coverage correspond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area.) Actual installations may require multiple sprinklers. A single sprinkler installation has been shown for clarity. For "cathedral" ceiling applications, install sprin- klers in a symmetrical mirror-image of Figure 5. Figure 5: Installation Instructions - Sloped Ceilings Sprinkler 149r January 13, 2012 V& FREEDOM® RESIDENTIAL mllaw4j 0 A A PENDENT SPRINKLER N1 VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com - DGNLRhJERIA 77 cULus Listing Requirements: When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart on page 1490. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 1490 for NFPA 13D and NFPA13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the 'design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 m). - ............---- .. .... -- ---•-- •--• -..,,-- ---.----------- BEP E[i C' MIN' llDE!lNES ........ - . -,. .1.• - .- .. - .'- -- .• .:_ - . ,_._.-t - .- - II I I I I1.. L.LJI , 1 I I Ii I IIUfIZ" Ii ii I ......WT Sprinkler Location: Locate sprinklers on the underside of the beams (not in the bays or pockets formed by the beams). Refer to Figure 6. The vertical distance from the sprinkler deflector to the bottom of the primary beam must be between 1-1/8 and 1-3/4" (29 to 45 mm). The horizontal distance from the centerline of the sprinkler to the primary beam cannot be more than 2" (51 mm) (Figure 6). NOTE: Consult with a structural engineer before drilling beams to allow the installation of sprinkler drops. Where drilling is not permitted, sprinkler posi- tion requirements allow for the sprinkler drop to be placed adjacent to the primary beam. Beam Position: Directly attached to the underside of a combustible or non-combustible smooth ceiling of any height. Beam Size and Shape (Cross section): Depth: Maximum 14" (356 mm) for primary beams. Secondary beam depth cannot be greater than the primary beam. Width: Unlimited. Beam Shape: Rectangular to circular. Beam Types: Combustible or non-combustible, solid surface, solid or hollow core. Beam Spacing: A. For primary beams, the distance from the wall to the center of the nearest primary beam must be at least 3-4" (1.0 m), and not more than one-half the listed sprinkler spacing. Note: Sprinklers may not be required to be located in the first beam nearest the wall. Center-to-center distance between primary beams is to be a maximum of 20 ft (6.1 m). Refer to Figure 7A. B. When beam pockets created by the primary beams exceed 20 ft (6.1 m) in length, secondary beams are required as follows (also refer to Figure 713): Secondary beam depth must be equal to primary beam depth. Secondary beams must be placed so that the bays formed by the primary beams do not exceed 20 ft (6.1 m) in length. C. When primary beam spans do not exceed 20 ft (6.1 m), secondary beams (not required) may have any distance from wall to nearest secondary beam and any distance center to center between secondary beams. Refer to Figure 7C. Lintels: Must be present over doorways exiting the compartment. Lintel height must be at least 8" (203 mm), or at least the depth of the primary beams, whichever is greater. Beam and Soffit Arrangements: If a soffit is installed, beams may be arranged within the soffit. The cross section of the soffit may be any size, pro- vided it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. Where there is a soffit, beam spacing from the wall is to be measured from the face of the soffit rather than the wall. Refer to Figure 7D. NOTE: The sprinkler area of coverage is to be measured from the wall. Definitions: Primary beams: The main beams that run primarily in one direction. Secondary beams: The beams that run perpendicular to the main beams. January 13, 2012 Sprinkler 149s The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: tech svcsviking corp.com IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RESI-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. .............. .............. ............... ....... ....... ....... ....... ....... ....... ....... ....... .............. ............... ............... 1-1/8 (29 mm) ....... .... ....... ....... Min....L_. ....... ....... ....... 1-3/4' (45 mm) Max, Sprinkler—///prinkLer Sprinkler Maximum 1/2 Beam VK468 Width Plus 2' (50.8 mm) VK468 Figure 6: Sprinkler Positioning Under Primary Beams Ceitinç mary earn WC ALL dimensions are measured to watt faces and to centerlines of beams. A = Distance from wall to nearest primary beam: Minimum 3 ft 4 in (1.0 m), Maximum: No more than 1/2 Listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 m) maximum. C = Beam depth: 14' (356 mm) maximum. D = Beam span: 20 ft (6.1 m) maximum. Wary Im ALL dimensions are measured to wall faces and to centerLines of beams. A = Distance from watt to nearest primary beam: Minimum 3 ft 4 in (LU m). Maximum: No more than 1/2 Listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 m) maximum, C = Beam depth: 14' (356 mm) maximum. D = 20 ft (6.1 m) maximum for secondary beams that are to be equal in depth to primary beams and that are required so that primary beam pockets do not exceed 20 ft (6.1 m). Prima Beoi Figure 7A: Primary Beam Spans up to 20 ft (6.1 m) Figure 7B: Primary Beam Spans over 20 ft (6.1 m) ) Sprinkler 149t January 13, 2012 FREEDO RESIDENTIAL K I M® PEN DENT SPRINKLER 1 VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ondary Beam ary Beam* Cei1in ALL dimensions are measured to wo.LL c faces and to centerlines of beams, omparPe.. Watts A = Distance from watt to nearest primary beam: Minimum 3 ft 4 in (1.0 m), Maximumi No more than 1/2 Listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 m) maximum. C = Beam depth: 14' (356 mm) maximum. Note: Secondary beam depth cannot be greater than the primary beam, D = Any distance for secondary beams, unless primary beam spans exceed 20 ft (6.1 m), * Refer to Figure 7B for primary beam spans exceeding 20 ft (6.1 m). Figure 7C: Combination of Primary and Secondary Beams Figure 7D: Beam and Soffit Arrangements Form No. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised sprinkler materials and added reference to TlA 1028R.) Beam Secondary Beam Face of Sof fit Bottom of Soff it D = Dimensions shown In Figures 7A 713, and 7C, except measurements are -taken from the face of the soffit instead of from the watt surface. NOTE: The sprinkler area of coverage is to be measured from the watt. August 4, 2011 Sprinkler 51a MICROFAST® AND _____ MicrofastHP® QUICK NJ I ____ i Si : t [.1i miT'i ff 1(1 W*j 1 I CONVENTIONAL SPRINKLERS RESPONSE UPRIGHT AND The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in Approval Chart 1. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV nn A -'.-. 'nv, .'. 'n'n .' !.JVS4. ¼JIflCOO '.J%JC. CI '.4 CJL.%J NYC Approved: Calendar Number 219-76-SA and MEA89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984B-PDA VdS Approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, 0786-CPD-40171, and 0786-CPD-40278 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1 008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi (0.5 The Viking Corporation's Web site at bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure http://www.vikinggroupinc.com. (HP) sprinklers can be identified by locating "250" stamped on the The Web site may include a more recent deflector. All other Part Nos. not mentioned above are rated to a maxi- edition of this Technical Data Page. mum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06661B, 067668, 07060, and 12281. Brass UNS-C84400 for all other sprinklers. Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661B, 06764B, and 12281. Copper UNS-C19500 for Sprinklers 06665B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 067178, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Form No. F080488 Replaces page 51a-e, dated December 20, 2010. (Revised deflector material and added CE-certificate of conformity 0786-CPD-40278 for sprinkler 0676413.) Sprinkler 51b August 4, 2011 MICROFAST® AND MicrofastHP® QUICK N 11(1 FIGI u1'-' RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS: The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/"C): 135"/57° = A, 155°I68" = B, 175"I79° = D, 2000/930 = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2' thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Vikings current list price schedule or contact Viking directly. -TABLE 1:?AVAILABLE r .7 SPRINKLERTEMPERATURE RATINGS AND FINISHES'. 711111111 Ordinary 135 "F (57 "C) 100 °F (38 "C) Orange Ordinary 155 "F (68 "C) 100 °F (38 "C) Red Intermediate 175 "F (79 "C) 150 "F (65 °C) Yellow Intermediate 200 "F (93 °C) 150 "F (65 "C) Green High 286 "F (141 "C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verily through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. August 4, 2011 Sprinkler 51c MICROFASTOAND MicrofastHP® QUICK N II(ING RESPONSE UPRIGHT AND -_ -L CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com - -- - .'. ." - - -- '- .°: t°'"e —'- - -, - -'-•-- '- - "' -4 1i r ti t ii I lii F IF Fill ui ii I IprghLand (...S'Ii nh ni pr ni-I I Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals' (Refer alsoDesign Criteria igr page 51d.) Number NPT BSP U.S. metric2 Inches I mm cULus4 NYC7 VdS LPCB CE I Upright-Standard Orifice 06661B VK300 1/2' 15 mm 5.6 80.6 J 2-3/16 56 Al Al -- -- -- -- 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- -- A2 A2 132" B214 Conventional-Standard Orifice 06766B I VK310 1/2" 15 mm j 5.6 80.6 f_2-3/16 1 56 A2 A2 -- I A2 B211 B2" Upright-Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 Al Al A2 A2 B211 J -- 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 Al Al A2 A2 B211 J -- 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 Al Al A2 -- __________ Conventional-Large Orifice 067686 VK354 3/4" ] 20 mm J 8.0 115.2 [ 2-5/16 1 59 [ Al A2 -- A2 6211 -- ___________ Upright-Small_Orific&° 067171310 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 Al Al -- -- -- 067191310 VK327 1/2' 15 mm 4.2 57 2-3/16 56 Al Al -- -- -- -- 06931 B'° VK327 -- 10 mm 4.2 57 2-3/16 56 -- -- A2 -- C313 -- Maximum 250 PSI (17 bar) WWP Upright-Standard Orifice Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and pprovals' (Refer 51d.) Number' NPT BSP U.S. metric2 Inches mm cULus4 NYC'- VdS LPCB I CE 12281 VK315 1/2' 15 mm 5.6 80.6 2-3/16 56 Al Al -- -- -- -- Upright-Small Orifice' 1228610 VK340 1 1/2" j 15 mm —1 2.8 40.3 I 2-3/16 56 F Al Al -- I -- I -- -- Approved Temperature Ratings Approved Finishes A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 1 - Brass, Chrome-Enloy®, White Polyester'-, Black Polyester56, 286 °F (141°C) and Black Teflon®5 B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2 - Brass, Chrome-Enloy®, White Polyester5'6, and Black C - 155 °F (68 °C) Polyester5'6 3 - Brass and Chrome-Enloy® Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 0cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 8 Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 0 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. S - n CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40278. 13 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-401 31. 14 5- MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. Sprinkler 51d August 4, 2011 MICROFAST® AND _____ 11 MicrofastHP® QUICK \HKI NG E± RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com -. .......... -.t- .-- ..-,.-...,.....-- UL- 'I cULus Listing Requirements: MicrofastO and MicrofastHP9 Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in Approval Chart I for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Wrench Sprinkler Ftat Protective Cap Figure 1: Standard Sprinkler Wrench 10896W/B August 4, 2011 Sprinkler 51e MICROFAST® AND MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com : Jli i Xst iii I i in r lit '- ii in . IftWWP - _______ Base Part j Thread Size Nominal K-Factor Overall Length FM Approvals' Number1 SIN L (Refer also to Design Criteria below.) NPT f BSP U.S. I metric2 Inches mm Standard Orifice 06661B VK300 1/2' 15 mm 5.6 80.6 2-3/16 56 A2 07060 L VK345 -- 15 mm 5.6 80.6 2-3/16 56 [ A2 Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 Small 4 _Orifice 06717B6 VK325 1/2" 15 mm 2.8 J 40.3 J 2-3/16 56 Al Approved Finishes Approved Temperature Ratings 1 - Brass and Chrome-Enloy A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), and 286°F (141°C) 2 - Brass, ChromeEnloya, White Polyester5, and Black Polyester5 Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response Non-Storage pendent sprinklers. For specific application and installation requirements, reference the latest appli- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. - °. - -. ..--"...- ' •- .: ............................ jGT.T jjff' FM Approval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-Storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. I 1T1d Form No. F_080488 Replaces page 51a-e, dated December 20, 2010. (Revised deflector material and added CE-certificate of conformity 0786-CPD-40278 for sprinkler 06764B.) S.'O.: 1481893S#: 63615 25713 CHAMOM 18.Tech: 951 19.Type: P 2.ime: MANDEVILLE 20.Terms: 99 21.Snake: N 1.Add1: 25713 CHAMOMILE ROAD 22.Called By: TODD 712-4550 3.Add2: 23.Job#: 0970 5.City:CORONA CA 4.Zp:92883 24.Lot#: 013 7.H/P: 951 790-7130 9.W/P: 909 25.Bldr: WOODSIDE 11.COE$: NEED COE 26.Trct: ASPEN 12.Problem: COASTAL 27.Supr: 13.DRYWALL REPAIR IN GARAGE APPROX 16x18 28.Bldr Po#: 14.DUE TO BAD RESET AT MASTER BATH ON 29.Amt: 15.50 147983 30.Purch Po#: 31.supplier: 32.0rdered: 33.ETA: 34. Grnd FM: ------------------------------------------------------------------------------- 35.Date: 52.Stat: p 53.Pri: 36. Grnd IN: 37.Date: 38.Tckt: 54.Schd: COASTAL 39.TopOt FM: 40.Date: 56.inpt:10/16/14 13:03 41.TopOT IN: 42.Date: 43.ickt: 58.Dsp: 44.Finsh FM: 45.Date: 60.Arrv: 46.Finsh IN: 47.Date: 48.ickt: 62.Comp: 49. Snake: 50.Date: 51.Tckt: 66.Dispatcher: JJW DO YOU WANT TO PRINT THIS ORDER (Y/N/P): TYPE NOT FOUND IN DISPATCH CONTROL 1" 007M1 QT 1" 007MIQT-S Thst Crks ES-007 Job Name CASERO Job Location CARLSBAD Engineer JAIME REYES Approval Series 007 Double Check Valve Assemblies Sizes: ½" - 2" Series 007 Double Check Valve Assemblies are designed to protect drinking water supplies from dangerous cross-connec- tions in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fireline, or industrial processing. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AW\NA Std. 0510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features Ease of maintenance - only one cover Top entry Replaceable seats and seat discs Modular construction Compact design Cast bronze body construction - ½' - 2' Top mounted ball valve test cocks Low pressure drop No special tools required for servicing ½" - 1" have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single bronze or stainless steel access cover secured with stainless steel bolts. The assembly shall also include two resil- ient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series 007. Contractor NP MECHANICAL Approval Contractor's P.O. No Representative First Check Second Check Module Assembly Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures For more information send for literature ES-WB Inquire with governing authorities for local installation requirements Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, constriction, specifications, or materials with 10WATM - out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 1. Pressure - Temperature 1/211 -211 Temperature Range: 33°F - 180°F (0,5°C - 820C). Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, A\MNA Std. 0510 IAPMO PS31 CSA 664.5 Suffix: S - bronze strainer LF - without shutoff valves SH - stainless steel ball valve handles HO - 21/2" inlet/outlet fire hydrant fittings (2" valve) Prefix: U - Union connections ,.SsIp, Approvals j ® 1 ASSE, AWWA, IAPMO, CSA, UPC A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Models LF and S are not listed. UL Classified (LF models only) 3/4° - 2' (except 007M3LF) * Horizontal and vertical "flow up approval on all sizes Dimensions - Weights ILTZONOMM Sizes: ½' - 2' ----- -----A- ------------------------------------------------------ ---------------------------A ------------------------------------- *Subscript 'S' = strainer model ~NODEC ,;SIZE A B C D F G R I MEIGNT in. in. mm in, mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. tA 00701 ½ 10 254 45/8 117 27/s 62 - - 5 127 33/8 85 2/I6 59 2Y16 52 4.5 2 tA 007M301 3/4 11½ 282 4 102 3½ 79 -- 63A6 157 3/,6 87 21/8 54 15,46 33 5 2.3 tA 007M101 1 13Y4 337 5¼ 130 4 102 - - 71/2 191 3% 85 1"/i 43 1"/i 6 43 12 5.4 tA 007M201 1¼ 163/e 416 5 127 31/16 84 -- 91/2 241 5 127 3 76 2 50 15 6.8 tA 007M201 11/2 163/4 425 4Vs 124 3½ 89 -- 93/4 248 5/l6 148 3¼ 79 2"/16 68 15.9 7.2 tA 007M1QT 2 191/2 495 61/4 159 4 102 -- 13% 340 61/8 156 31/s 87 2Wis 68 25.7 11.7 • 00701-S ½ 13 330 6 152 2/l6 62 3 76 5 127 3% 85 2Vi 59 21/16 52 5.5 2.5 • 007M3QT-S 3/4 141/2 368 6Y8 156 31/s 79 3 76 61/us 157 37As 87 21/8 54 1/l6 33 6.7 3.1 • 007M101-S 1 17'Yi 157 73/4 197 4 102 31/4 83 71/2 191 3% 85 111& 43 111/16 43 14 6.4 • 007M201-S 11/4 21½ 546 71/is 179 31/16 84 3½ 83 9½ 241 5 127 3 76 2 50 19 8.6 • 007M201-S 1½ 251/is 637 71/is 179 3½ 89 33/4 95 91/4 248 1 511/16 148 3½ 79 211/6 68 19.6 8.9 • 007M1OT-S 1 2 27¼ 692 83/4 222 4 102 4 102 133/, 340 1 6¼ 156 31/16 87 1 211/i& 68 1 33.5 15.2 Suffix HO - Fire Hydrant Fittings dimension "A' = 231/2 (594mm) Dimensions - Weights 1 U007M1 QT Sizes: ½" - 2" qi a'J'] in. A in. mm UO070T ½ 12'/l6 326 U007M2QT 'A 13/16 350 U007M2QT 1 16/8 422 UO07M2QT 1¼ 203/4 527 U007M2QT 1 11/2 211/2 546 UO07M1QT 1 2 241h 622 .96 14 Capacity As complied from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. * Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ** UL rated flow ½" (15mm) bars psi * . .6 12 E .7 10 cz as .4 6 (h 3 2 02 - 4 6 10 12 gpm 0 0 7.6 15.2 22.8 30.4 38 45.6 1pm 5 7.5 10 fps 1.5 2.5 3.0 mps Flow bars psi N" (20mm) * 1.5 22 1.2 18 o 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 1pm 7.5 15 fps 2.3 4.6 mps Flow --------- _I --i U ~IM _ U __I --------- -' VM ___. i________• ii•i a________ .-.--.'• ___. I________ R ._I 1½" (40mm) ----- - --- ,=------ - -I 2" (50mm) bars psi .5 12 ..7 10 C asA 6 =3 4 (0 .1 0 25 50 75 100 125 158 175 200 gpm 0 95 190 285 380 475 570 665 760 1pm 5 7.5 19 15 fps 1.5 2.3 3.0 4.6 mps Flow so EIlIl1 .lIlI:1l .I45dI;III1.j A Watts Water Technologies Company ES-007 1319 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • wiw.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca 0 2013 Watts Thank you! ACCOUNT MANAGER N I NP MECHANICAL, INC. Office: (951) 6674220 Ext. 332 Fax: (951) 6674216 Mobile: (951) 376-7641 Linda.devrjeze@riceservjcesjnc con-i LINDA DEVRIEZE These plans hive Ince [I yes ccvii tos naomI col niplitnee with de cut ciii appinenhhv snlec and vtctiiatd'. in Isice in nine nrtihiClinl1 The (,w oer or cntlavltr has unit/c this lo ow in snrntrl ot Lill Llisplik atiollliii u hnniitiiig ictilIll us Ith the espies, tuitit stijudnuin titan Ill Is relent it Ito St IS CliC es IhC (10 tel of CullilI ut III or Ihisit pliessiutti enluilteet ol ale cci lot side Ies11Oluihihui or liii coniplian whit said codes and standal ds. nn:Iudinnd the biiidnng conie iii liii an wspimusibiih Ion deli nemucies. rolls. onitissluliS ut utenlugenuce ill Oww whether or not ntustcd in his review. Rh;ciMENi) AI'PR( i\Ai )NI MEN APi'RO\ NOTI-.I) Jaime Reyes From: Linda DeVrieze Sent: Thursday, October 16, 2014 12:42 PM To: Brian Nestoroff Cc: Jaime Reyes Subject: RE: Casero - Sprinkler Plans Hi Brian, Our engineer is putting the finishing touches on the plans and getting ready to calc them. Do you know what backflow you are going to have installed after the meter, before the lines spilt off for fire and domestic? Or do you want us to spec one? From: Brian Nestoroff [mailto: Brian. Nestoroff(?blennar.com] Sent: Tuesday, October 14, 2014 2:19 PM To: Linda DeVrieze Subject: RE: Casero - Sprinkler Plans Great, thanks .... hopefully we can get through plan check easily From: Linda DeVrieze [mailto:linda .devrieze@ riceservicesinc.com] Sent: Tuesday, October 14, 2014 2:15 PM To: Brian Nestoroff Subject: RE: Casero - Sprinkler Plans Hi Brian, I just checked with the engineer working on the plans and we plan on submitting Friday morning Thank you, AS140285_ 5461 REEF CR AS140286_ 5465 REEF CR LINDA DEVRIEZE February 3, 2012 Sprinkler 147u FREEDOM® RESIDENTIAL ''1 II(1FtIG Ir.si:IrP1tu' ..] CONCEALED PENDENT SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Freedom5 Residential Concealed Pendent Sprinkler VK457 is a small high-sensitivity solder link and lever residential sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K-Factor of 4.9 (70.6 metric*), allows the sprinkler's ef-ficient use of available water supplies for the hydraulically designed fire-protection system. The operating element and special deflector characteristics meet the chal- lenges of residential sprinkler standards. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile small-diameter cover assembly installed flush to the ceiling. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on', "thread-off' design of the concealed cover plate as- sembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to /2" (12.7 mm) of vertical adjustment. 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. LISTINGS AND APPROVALS cULus Listed: Category VKKW Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Available since 2008. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metric*) - * Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Viking Technical Data may be found on Sprinkler Body: Brass UNS-C84400 or QM Brass The Viking corporation's Web site at Deflector: Phosphor Bronze UNSC51000 http://www.vikinggroupinc.com. Deflector Pins: Stainless Steel UNSS30200 The Web site may include a more recent Button: Brass UNS-C36000 edition of this Technical Data Page. Seat Assembly: Brass UNS-C31600 Compression Screw: Brass UNS-C36000 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint Levers: Stainless Steel UNS-531600 Lever Bar: Copper Alloy UNS-C72500 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Freedom® Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately: Form No. F072607 Replaces page 147u-z, dated Sept. 9, 2011. (Added QM Brass to sprinkler materials and added reference to TIA 1028R.) Sprinkler 147v February 3, 2012 'iJ Ii(II W*j - - FREEDOM® RESIDENTIAL II[sfliflf CONCEALED PENDENT SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.co m Sprinkler: Part No. 14694AC (includes a 165°F (74°C) rated sprinkler with a protective plastic cap covering the unit). Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cove r temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = M-/I, Painted Black = M-/B Temperature Suffix: 135 °F/57 °C =A For example, cover 13504 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 13504FA. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches**: Heavy Duty Part No. 13623W/B (available since 2006), or Head Cabinet Wrench Part No. 13619*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007) Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) —Requires a 1/2" ratchet (not available from Viking). ***Also optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. For NFPA 13D horizontal ceiling criteria and slopes, refer to TIA 1028R for sl o p e ceiling criteria exceptions. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches , releasing the deflector. Continued heating of the exposed sprinkler causes the fusible element to disengage releasing the sealing assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinkler Model VK457 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. I-. AVAILABLE SPRINKLER FINISHESTABLE TEMPERATURE RATINGS AND f Ti!iT 1 • 77i' dse 'J5 Ordinary 165 °F(74 C) 100 F(38 C) 135 F(57 C) 13504 13642 15394 Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA 13, NFPA 13R, and NFPA 130. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of t h e Authority Having Jurisdiction. Refer to specific installation standards. Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. February 3, 2012 Sprinkler 147w The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com pvl;QTaiit 1 F ill [itlil iceaieII' II it rIriI I .'F4 Fqj L-rn P'.i t tJFP '4 D7 r rIFrA1 I 1 Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Part Number SIN Working Pressure Inches mm U.S. metric2 14694A VK457 1/2 15 4.9 70.6 175 psi (12 bar) Listings and Approvals3 Maximum Areas of Coverage I Minimum Water Supply Requirements6 (Refer also to Design Criteria on page 147x.) cULus4 } NYC NSF9 Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2/12 (9.5°). 12 ft. x 12 ft. (3.7 m 3.7 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AX1 See Footnote 5. AX1 14 ft. x 14 ft. (4.3 m 4.3 m) 13 gpm @7.0 psi (49.2 L/min @0.48 bar) AX1 See Footnote 5. AX1 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Llmin @ 0.48 bar) AX1 See Footnote 5. AX1 18 ft. x 18 ft. (5.5 m 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @0.83 bar) AX1 See Footnote 5. AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 20 gpm © 16.7 psi (75.7 L/min @ 1.15 bar) AX1 See Footnote 5. AX1 Installed below ceilings with slopes8 up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC NSF9 16 ft. x 16 ft. (4.9 m 4.9 m) 26 gpm @28.2 psi (98.4 L/min @ 1.94 bar) AX1 See Footnote 5. AX1 18 ft. x 18 ft. (5.5 m 5.5 m) 31 gpm @40.0 psi (117.3 Umin @2.76 bar) AX1 See Footnote 5. AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 31 gpm @40.0 psi (117.3 Llmin @2.76 bar) AX1 See Footnote 5. AX1 Cover Temperature Rating Cover Plate Finishes Sprinkler Temperature Rating X - 135 "F (57 "C) cover 135041, 136421 (large diameter), 1 - Polished Chrome, Brushed Chrome, Bright A- 165 °F (74 "C' or 153941 (square cover "late) Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black18 Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart 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. Listed by Underwriter's Laboratories for use in the U.S. and Canada. Meets New York City requirements, effective July 1, 2008. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used. Refer to TIA 1028R slope ceiling criteria exceptions. 8 Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 8 Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. '°Other paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufac- turer. Contact Viking for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. 2-1/4' (57.2 rim) diameter opening is required in the ceiling. Sprinkler Wrench (Part No. 13623 is shown) Sprinkler 147x February 3, 2012 CONCEALED PENDENT NIKI -i: - - FREEDOM® RESIDENTIAL SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com :- - --- - - - - , - ': 14 - .-,'-.- -i -. ----.-- --- - -"--- - cULus Listing Requirements: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w. For systems desianed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gpmlsq. ft. over the 'design area' in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 m). NOTE: concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RESI-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Sprinkler and Adapter Assembly (Protective Cap is removed for installation--use Wrench 13619*)K) Step 11 CarefulLy sl wrench sideways a the deflector an **A 1/2' ratchet is required Step 2: Carefully press the wrench (not available from Viking). upward and turn slightly to ensure engagement with sprinkler wrench flats. Figure 1: Sprinkler Installation and Correct Use of Wrenches February 3, 2012 Sprinkler 147y N11Q"NG* FREEDOM® RESIDENTIAL - CONCEALED PENDENT __ SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.c o m 1/2' (15 mm) NPT 4 2-1/8' (54 mm) $ 2-9/16' (65 mm) Maximum 2-1/16' (52 mm) Minimum 2-3/4' (70 mm) or Note: upon sprinkler activation, the deflector descends 3-5/16' (84.1 rim) to approximately 13/16' (20.6 rim) below the sprinkler body. Figure 2: Sprinkler Dimensions and cover Installation Identification of Custom Paint Color: All. custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 3: Identification of Custom Paint Color for Concealed Covers DO NOT PAINT 3-5/16" (84,1 mm) Figure 4: Square Cover Assembly 15394 Sprinkler 147z February 3, 2012 I FREEDOM® RESIDENTIAL CONCEALED PENDENT J 11Gi 2 SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com MaximL ceilin slope = (33.r; Refer to the Appro Chart for listed areas of coverag Note 1 below. Notes: Listed areas of coverage corre- spond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor cover- age in the horizontal plane under sloped ceilings will be less than the listed area.) Actual installations may require multiple sprinklers. A single sprin- kler installation has been shown for clarity. For "cathedral" ceiling applica- tions, install sprinklers in a sym- metrical mirror-image of Figure 5. Figure 5: Installation Instructions - Sloped Ceilings Replaces page 147u-z, dated Sept. 9, 2011. (Added QM Brass Form No. F_072607 to sprinkler materials and added reference to hA 1028R.) January 13, 2012 Sprinkler 149m PENDENT SPRINKLER EEDOM® RESIDENTIALNII(II1G JZMW VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass- bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The orifice design, with a K-Factor of 4.9 (70.6 metrict), allows efficient use of available water supplies for the hydraulically designed fire-protection system. The glass bulb operating element and special deflector characteristics meet the challenges of residential sprinkler standards. LISTINGS AND APPROVALS cULus Listed: Category VKKW NYC Approved: MEA 89-92-E, Volume 35 NSF Certified: NSF/ANSI Standard 61, Drinking Water System Components Refer to the Approval Chart on page 1490 and Design Criteria on page 149r for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metrict) tMetric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Compression Screw: Brass UNS-C36000 Viking Technical Data may be found on The Viking Corporation's Web site at http:IIwww.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No. 13637 Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, and White Polyester = M-/W Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK468 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 13637AB, Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000) Wrench for recessed sprinklers: Part No. 13577W/B* (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A 1/z ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Form No. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised sprinkler materials and added reference to hA 1028R.) Sprinkler 149n January 13, 2012 FREEDOM® RESIDENTIAL PENDENT SPRINKLER 'J 1 1<1 F1E VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. For NFPA 13D horizontal ceiling criteria and slopes, refer to TIA 1028R for slope ceiling criteria exceptions. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES r cIl,Find Tenrtii I atng ii i ii rt I r - - Ordinary 155 °F (68 C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome-Enloy' (patents pending), and White Polyester Footnotes I The sprinkler temperature rating is stamped on the 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. Wrench Flats '(/ Protectivee Protec±iv? Sprinkler 1 SpHnkler 2h1 hi e I Cap ol 10896 Q Figure 1: Standard Sprinkler Wrench 10896W/B January 13, 2012 Sprinkler 1490 "tJ I I'I FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com - ' Rellsi • pr11 - TIT I nt tiPe deiphnitir \' I° I-nt t ri itntiNF?l ' 0 I NI I 'i rj nt ri.ur1;' 1i. j Sprinkler Base L NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' SIN Working Pressure Inches mm ] U.S. metric' Inches mm 13637 VK468 1/2 15 1 4.9 70.6 175 psi (12 bar) 2-1/4 58 Listings and Approvals3 Maximum Areas of Coverage Minimum Water Supply Requirements4 (Refer also to Design Criteria on page 149rj cULus5 I NYC- I NSF- Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2/12 (9.5°). 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AIX AIX AIX 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AIX AIX AIX 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 L/min © 0.48 bar) AIX AIX AIX 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @ 0.83 bar) AIX AIX AIX 20 ft. x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 L/min @ 1.15 bar) AIX AIX AIX Installed below horizontal ceilings with beams9. 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) B1X B1X BIX 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) B1X B1X B1X 16 ft. x 16 ft. (4.9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) B1X B1X B1X 18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @ 0.83 bar) B1X B1X B1X 20 ft. x 20 ft. (6.1 m 6.1 m) 20 gpm @ 16.7 psi (75.7 L/min @ 1.15 bar) B1X B1X B1X Installed below ceilings with slopes up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 149q. UL NYC NSF8 20 ft. x 20 ft. (6.1 m x 6.1 m) 21 gpm @ 18.4 psi (79.5 L/min @ 1.27 bar) B1X See Footnote 7. B1X 20 ft. x 20 ft. (6.1 m 6.1 m) 23 gpm @ 22.0 psi (83.4 L/min @ 1.52 bar) CiX See Footnote 7. C1X Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 155°F (68 °C) and 175 °F (79 °C) X - Standard surface-mounted escutcheons or the Micro- °F °C) B - 155 (68 1 - Brass,Chrome- fl E I 0)' , White, and Black 12 fast' Model F-i Adjustable Escutcheon, or recessed with C - 175 °F (79 °C) the Micromatic® Model E-1 or E-2 Recessed Escutcheon Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart 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. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 35. Meets New York City requirements, effective July 1, 2008. 8 Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. Listings are for residential occupancies with smooth, flat, horizontal ceilings or horizontal ceilings with beams. Includes ceilings with slopes up to and including a 2/12 (9.5°) pitch. (For beam ceiling design criteria, refer to Beam Ceiling Guidelines and Figures 6 through 7D on pages 1495-t). '°Refer to TIA 1028R slope ceiling criteria exceptions. "Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 12 Other paint colors are available on request with the same cULus Listings as the standard finish colors. Sprinkler drench 12144W/B) for installing recessed Denderrt sprinklers th protective cops. A 1/2' ratchet is required ioi available from Viking). Carefully slide the wrench sideways around the protective cap, ensuring engage- ment with the sprinkler wrench flats. InstalLed with a Microfast Model F-i Adjustable Escutcheon 2' (50.8 mm) Maximum 'k i - L 1-1/2' (38.1 r'wi) Minimum Sprinkler 149p January 13, 2012 AW PENDENT SPRINKLER 'W NM IN II F'1GI FREEDOM® RESIDENTIAL VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Figure 2: Wrench 12144W/B for Installing Recessed Pendent Sprinkler VK468 1/2' NPT ¶ 2-1/4' 1-1/2' (58 mm) (38.1 mm) (28.7 mm) Sprinkler VK468 Installed with a standard 1/8' (3,1 mm) surface-mounted escutcheon Figure 3: Sprinkler VK468 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon January 13, 2012 Sprinkler 149q The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Ceiling Opening Size 2-5/16' (58,7 mm) minimum 2-1/2' (63.5 nn) maximum l_l/e 1L6 1-1/8'(2a6 nn) Minimum Minimum maximum Maximum t i _ . Installed with a Micromatic Installed with a threaded Micronatic Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK468 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Maxim ceilin slope = (33.7' Refer to the Apprc Chart for listed areas of coveraf Note 1 below. Notes: Listed areas of coverage correspond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area.) Actual installations may require multiple sprinklers. A single sprinkler installation has been shown for clarity. For "cathedral" ceiling applications, install sprin- klers in a symmetrical mirror-image of Figure 5. Sprinkler 149r January 13, 2012 FREEDOM® RESIDENTIAL PENDENT SPRINKLER 1(1 VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ESIGNflE-\ cULus Listing Requirements: When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart on page 1490. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 1490 for NFPA 13D and NFPA13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the 'design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 m). .---'-.-•-. -T—•.----------- - -'- -..------- .-..,-' BEl1tCElLINC' 'LlIDELlFJE I ,-. I I I - F, I s.li I Ii I •.. .. --. -•------------.- 3_•.._--._ --.-..--,. Sprinkler Location: Locate sprinklers on the underside of the beams (not in the bays or pockets formed by the beams). Refer to Figure 6. The vertical distance from the sprinkler deflector to the bottom of the primary beam must be between 1-1/8 and 1-3/4" (29 to 45 mm). The horizontal distance from the centerline of the sprinkler to the primary beam cannot be more than 2" (51 mm) (Figure 6). NOTE: Consult with a structural engineer before drilling beams to allow the installation of sprinkler drops. Where drilling is not permitted, sprinkler posi- tion requirements allow for the sprinkler drop to be placed adjacent to the primary beam. Beam Position: Directly attached to the underside of a combustible or non-combustible smooth ceiling of any height. Beam Size and Shape (Cross section): Depth: Maximum 14' (356 mm) for primary beams. Secondary beam depth cannot be greater than the primary beam. Width: Unlimited. Beam Shape: Rectangular to circular. Beam Types: Combustible or non-combustible, solid surface, solid or hollow core. - Beam Spacing: A. For primary beams, the distance from the wall to the center of the nearest primary beam must be at least 3-4" (1.0 m), and not more than one-half the listed sprinkler spacing. Note: Sprinklers may not be required to be located in the first beam nearest the wall. Center-to-center distance between primary beams is to be a maximum of 20 ft (6.1 m). Refer to Figure 7A. B. When beam pockets created by the primary beams exceed 20 ft (6.1 m) in length, secondary beams are required as follows (also refer to Figure 713): Secondary beam depth must be equal to primary beam depth. Secondary beams must be placed so that the bays formed by the primary beams do not exceed 20 ft (6.1 m) in length. C. When primary beam spans do not exceed 20 ft (6.1 m), secondary beams (not required) may have any distance from wall to nearest secondary beam and any distance center to center between secondary beams. Refer to Figure 7C. Lintels: Must be present over doorways exiting the compartment. Lintel height must be at least 8" (203 mm), or at least the depth of the primary beams, whichever is greater. Beam and Soffit Arrangements: If a soffit is installed, beams may be arranged within the soffit. The cross section of the soffit may be any size, pro- vided it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. Where there is a soffit, beam spacing from the wall is to be measured from the face of the soffit rather than the wall. Refer to Figure 7D. NOTE: The sprinkler area of coverage is to be measured from the wall. Definitions: Primary beams: The main beams that run primarily in one direction. Secondary beams: The beams that run perpendicular to the main beams. January 13, 2012 Sprinkler 149s PENDENT SPRINKLER NIB (IF1G FREEDOM® RESIDENTIAL VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RESI-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. .............. .............. ............... ....... ....... ....... .... ....... ....... ....... ....... .............. ............... 1-1/8 (29 mm) ....... ... Mm _L_ ________ ....... ....... _______ Sprinkler 1-3/4' (45 mm) Max. Sprinkler Maximum 1/2 Beam VK468 Width Plus 2' (50.8 mm) VK468 Figure 6: Sprinkler Positioning Under Primary Beams Ceilin iriary ean Vc All dimensions are measured to wall Paces and to centerlines of beams. A = Distance from wall to nearest primary beam: Minimum 3 ft 4 in (1.0 m), Maximum: No more than 1/2 listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 m) maximum. C = Beam depth: 14' (356 mm) maximum, D = Beam span: 20 ft (6.1 n) maximum. ckxry ALL dimensions are measured to wall faces and to centerlines of beams. A = Distance from wall to nearest primary beam: Minimum 3 ft 4 in (1.0 m). Maximum: No more than 1/2 listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 n) maximum, C = Beam depth: 14' (356 mm) maximum, D = 20 ft (6.1 n) maximum for secondary beams that are to be equal in depth to primary beams and that are required so that primary beam pockets do not exceed 20 ft (6.1 m). Prima Bea Figure 7A: Primary Beam Spans up to 20 ft (6.1 m) Figure 7B: Primary Beam Spans over 20 ft (6.1 m) Sprinkler 149t January 13, 2012 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 'no ondary Beam ary Beam3k Ceilin Bean Secondary Beam Face of Sof'fit Bottom of Soff it ALL dimensions are measured to wall Co-t faces and to centerlines of beams. p Walls A = Distance from wall to nearest primary beam: Minimum 3 ft 4 in (1.0 m). Maximum No more than 1/2 Listed sprinkler spacing. B = Spacing between primary beams: 20 ft (6.1 m) maximum. C = Beam depth: 14' (356 mm) maximum. Note: Secondary beam depth cannot be greater than the primary beam. D = Any distance for secondary beams unless primary beam spans exceed 20 ft (6.1 m). Refer to Figure 7B for primary beam spans exceeding 20 ft (6.1 m). D = Dimensions shown in Figures 7A, 7B, and 7C, except measurements are taken from the face of the soffit instead of from the wall surface. NOTE; The sprinkler area of coverage is to be measured from the watt. Figure 7C: Combination of Primary and Secondary Beams Figure 7D: Beam and Soffit Arrangements Form No. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised sprinkler materials and added reference to TIA 1028R.) August 4, 2011 Sprinkler 51 a MICROFAST® AND MicrofastHP® QUICK 'J I IJ Frt1'J jt.i :1 i Ei! RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in Approval Chart 1. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV III A.. ss,,.,4. t' I-. ')flfl') 4 ')flDn I lvi tSJJI JVCtA. ¼Ji00000 £.UtJ Cl IU £.UL.0 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-H5407984B-PDA VdS Approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, 0786-CPD-40171, and 0786-CPD-40278 IVIED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1 008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maxi- mum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Viking Technical Data may be found on The Viking Corporation's Web site at http:llwww.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06661B, 067668, 07060, and 12281. Brass UNS-C84400 for all other sprinklers. Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661B, 06764B, and 12281. Copper UNS-C19500 for Sprinklers 06665B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Form No. F080488 Replaces page 51a-e, dated December 20, 2010. (Revised deflector material and added CE-certificate of conformity 0786-CPD-40278 for sprinkler 06764B.) Sprinkler 51b August 4, 2011 - MICROFAST® AND 1 MicrofastHP® QUICK NiKiNck RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS H The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 ¶/68 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast®.and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286°F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes The sprinkler temperature rating is stamped on the 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. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verily through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. August 4, 2011 Sprinkler 51c MICROFAST® AND MicrofastHP® QUICK \J I IJ 'qj 5Ii I I[I1 RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com A, kip TT I lilt iltl_ tiitl C l)tivpiltlolj'al _lEr itt- I I 011 lit rh I 11 -' Base Part SIN Thread Size Nominal K-Factor Overall Length Listings (Refer also Design riteria on page 51d.) Number NPT BSP U.S. metri0 Inches mm cULus4 NYC7 VdS LPCB CE Upright-Standard Orifice 06661B VK300 1/2' 15 mm 5.6 80.6 2-3/16 56 Al Al -- -- -- -- 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- -- A2 A2 B211 B2" Conventional-Standard Orifice 06766B VK310 1/2" I 15 mm 5.6 I 80.6 1 2-3/16 1 56 A2 A2 -- I A2 8211 B2 14 Upright-Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 Al Al A2 A2 B2" -- 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 Al Al A2 A2 B211 -- 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 Al Al A2 -- A2'2 -- Conventional-Large Orifice 06768B VK354 3/4" I 20 mm 8.0 115.2 1 2-5/16 1 59 Al A2 -- A2 I B211 -- Upright-Small Orifice10 067171310 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 Al Al -- -- -- -- 06719Bt0 VK327 1/2" 15 mm 4.2 57 2-3/16 56 Al Al -- -- -- -- 06931B1° VK327 -- 10 mm 4.2 57 2-3/16 56 -- -- A2 -- 0313 -- Maximum 250 PSI (17 bar) WWP Upright-Standard Orifice Base Part SIN Thread Size Nominal K-Factor Overall Length (Refer also Lis esign t riteria ipprongs n page 51d.) Number' NPT BSP U.S. metric' Inches mm cULus4 NYC8 VdS LPCB (E 12281 VK315 1/2" 15 mm 5.6 80.6 2-3/16 56 Al Al -- -- -- -- Upright-Small Orifice' 1228610 j VK340 I 1/2' I 15 mm 1 2.8 40.3 I 2-3/16 56 Al I Al Approved Temperature Ratings Approved Finishes A - 135 °F (57 °C), 155 °F (68 °C) 175 °F (79 00) 200 °F (93 °C) and 1 - Brass, Chrome-Enloy®, White Polyester56, Black Polyester56, 286 °F (141°C) and Black Teflon®5 B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2 - Brass, Chrome-EnJoy®, White Polyester56, and Black C - 155 °F (68 °C) Polyester5'6 3 - Brass and Chrome-EnJoy® Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 8 Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 0 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.21K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. 11 (E 'Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 (( Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40278. 13 ((Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 11 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1 008. Sprinkler 51d August 4, 2011 MICROFAST® AND MicrofastHP® QUICK \HKING Eii _ RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com -U-. .,.,..-- .- - —.--r.•--... - -. 717 - ES1GN2RliliERl.Wl ¶ cULus Listing Requirements: MicrofastO and MicrofastHP31 Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Sprinkler Flat .-\L;/-- Protective Cap Figure 1: Standard Sprinkler Wrench 10896W/B August 4, 2011 Sprinkler 51e MICROFAST® AND MicrofastHP® QUICK V& 0011M NG41 RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TT .... _ SL Iii f I rui F i U1)Ii fit iiil r - 4,11 Base Part Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN (Refer also to Design Criteria below.) NPT BSP U.S. I metric' Inches mm Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 f 2-3/16 56 A2 07060 J VK345 -- 15 mm 5.6 80.6 2-3/16 56 A2 Large Orifice 06665B VK350 j 3/4" -- 8.0 115.2 J 2-5/16 59 A2 14817 VK350 j -- 20 mm 8.0 115.2 2-5/16 59 A2 06764B VK350 J1/2" 15 mm 8.0 115.2 2-5/16 59 A2 Small Orifice 06717B 6 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 Al Approved Finishes Approved Temperature Ratings 1 - Brass and Chrome-Enloy® A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 "C), and 286°F (141°C) 2 - Brass, Chrome-Enloy®, White Polyester 5, and Black Polyester' Footnotes 'Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response Non-Storage pendent sprinklers. For specific application and installation requirements, reference the latest appli- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. -- 6. -- -- .1 -7 Affr5L. FM Approval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-Storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. k 1 -.4 4iE•] iJ1 U 11WIi Form No. F 080488 Replaces page 51a-e, dated December 20, 2010. (Revised deflector material and added CE-certificate of conformity 0786-CPD-40278 for sprinkler 067646.) S.O.: 14818935#: 63615 25713 CHAMOM 2-.Name: MANDEVILLE 1.Addl: 25713 CHAMOMILE ROAD 3.Add2: 5.City:CORONA CA 4.Zip:92883 7.H/P: 951 790-7130 9.W/P: 909 11.COE$: NEED COE 12. problem: COASTAL 13.DRYWALL REPAIR IN GARAGE APPROX 16X18 14.DUE TO BAD RESET AT MASTER BATH ON 15.SO 147983 18.Tech: 951 19.Type: P 20.Terms: 99 21.Snake: N 22.Called By: TODD 712-4550 23.Job#: 0970 24.Lot#: 013 25.Bldr: WOODSIDE 26.Trct: ASPEN 27.Supr: 28.Bldr PO#: 29.Amt: 30.Purch PO#: 31. Supplier: 32.Orciered: 33.ETA: 34. Grnd FM: 35.Date: ------------------------------------------------------------------------------- 52.Stat: P 53.Pri: 36. Grnd IN: 37.Date: 38.Tckt: 54.Schd: COASTAL 39.TopOt FM: 40.Date: 56.inpt:10/16/14 13:03 41.TopOT IN: 42.Date: 43.Tckt: 58.Disp: 44.Finsh FM: 45.Date: 60.Arrv: 46.Finsh IN: 47.Date: 48.Tckt: 62.Comp: 49. Snake: 50.Date: 51.Tckt: 66.Dispatcher: JJW DO YOU WANT TO PRINT THIS ORDER (Y/N/P): TYPE NOT FOUND IN DISPATCH CONTROL 1" OO7M1QT 1' 007M1QT-S Tp.st Cocks ES-007 Job Name CASERO Job Location CARLSBAD Engineer JAIME REYES Approval Series 007 Double Check Valve Assemblies Sizes: W' - 2 Series 007 Double Check Valve Assemblies are designed to protect drinking water supplies from dangerous cross-connec- tions in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fireline, or industrial processing. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. 0510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features Ease of maintenance - only one cover Top entry Replaceable seats and seat discs Modular construction Compact design Cast bronze body construction - ½" - 2' Top mounted ball valve test cocks Low pressure drop No special tools required for servicing ½' - 1' have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single bronze or stainless steel access cover secured with stainless steel bolts. The assembly shall also include two resil- ient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. 0510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series 007. Contractor NP MECHANICAL Approval Contractor's P.O. No. Representative First Check Second Check Module Assembly Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures For more information send for literature ES-WB 'fii1fti Inquire with governing authorities for local installation requirements Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. I M,\WAM Pressure - Temperature —2° Temperature Range: 33°F - 180°F (0.5°C - 82°C). Maximum Working Pressure: 175ps1 (12.1 bar). Standards ASSE Std. 1015, A\MNA Std. C510 IAPMO PS31, CSA B64.5 1$SIp1 Approvals 3 t ASSE, AW'NA, IAPMO, CSA, UPC A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Models LF and S are not listed. UL Classified (LF models only) 3/4" - 2° (except 007M3LF) * Horizontal and vertical "flow up" approval on all sizes Suffix: S - bronze strainer LF - without shutoff valves SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fittings (2° valve) Prefix: U - Union connections Dimensions - Weights Models Sizes: 1/2'-2" A Fr *Bs:E O --------------- F ..... ----------- ... #RT "Subscript 'S' = strainer model A — — B C —i. D F 6 R I 'WEIGHT in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. tA 00701 1h 10 254 45/8 117 2Y16 62 - - 5 127 3/8 85 25A& 59 2Y16 52 4.5 2 tA 007M301 3/4 111/8 282 4 102 31/8 79 - - 6346 157 3Y16 87 2'/8 54 1/6 33 5 2.3 tA 007M101 1 131/4 337 51/8 130 4 102 - - 71/2 191 3% 85 11Y16 43 1'Y16 43 12 5.4 tA 007M201 1¼ 16% 416 5 127 3/l6 84 - - 91/2 241 5 127 3 76 2 50 15 6.8 tA 007M201 11/2 163/4 425 41/8 124 31/2 89 - - 93/4 248 5'YlB 148 31/8 79 2'Y16 68 15.9 7.2 tA 007M1 OT 2 191/2 495 61/4 159 4 102 - - 13% 340 61/8 156 3/I6 87 2"/i& 68 25.7 11.7 00701-S ½ 13 330 6 152 2/l6 62 3 76 5 127 3/8 85 25/t6 59 21/;6 52 5.5 2.5 007M301-S 3/4 14½ 368 61/8 156 3% 79 3 76 6346 157 3%6 87 21/8 54 1346 33 6.7 3.1 007M101-S 1 17 5/16 157 73/4 197 4 102 31/4 83 71/2 191 3% 85 1'%6 43 111A6 43 14 6.4 007M201 -S 1¼ 21½ 546 7V16 179 3346 84 3½ 83 9½ 241 5 127 3 76 2 50 19 8.6 007M201-S 1 11/2 1 25346 637 7'/i& 179 1 31/2 89 33/4 95 1 93/4 248 1 5/l6 148 1 3½ 79 211/16 68 19.6 8.9 007M1QT-S 1 2 1 27¼ 692 81/4 222 1 4 102 4 102 1 13% 340 1 6½ 156 1 3/l6 87 211/16 68 33.5 15.2 Suffix HC - Fire Hydrant Fittings dimension "A" = 231/2 (594mm) Dimensions - Weights 1 UOO7M1QT Sizes: 1/2" - 2" Al')'I 1P1 in. A in. mm U0070T ½ 12'YIG 326 U007M2QT 1/4 1313/16 350 UO07M2QT 1 16/8 422 LJ007M2QT 11/4 20/4 527 U007M2QT 11/2 211/2 546 UO07M1QT 1 2 241/2 622 bars psi 1.5 22 1.2 18 '.96 14 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.walts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca Capacity As complied from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. * Typical maximum system flow rate (7.5 feel/sec., 2.3 meters/sec.) ** UL rated flow 1/2' (15mm) bars psi * .8 12 2 .7 10 .5 8 A 6 10 CL 0 0 Htt 1gpm 3 4 2.1 2 0 0 7.6 15.2 22.8 30.4 38 45.6 1pm 5 7.5 10 fps 1.5 2.5 3.0 mps Flow 1½" (40mm) bars psi * ,.5 12 2 .7 10 I 8 I I I Ga .4 6 l I 3 4 I 2.1 2 I I 0 I I 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 30 76 114 152 190 228 66 304 342 380 418 456 1pm 5 7.5 10 15 Ips 1.5 2.5 3.0 4.5 mps Flow 1/4' (20mm) * 0 5 10 15 20 25 38 35 40 45 50 gpm 0 19 30 57 76 95 114 133 152 171 190 1pm 7.5 15 Ips 2.3 4.6 mps Flow 2 (50mm) bars psi .8 12 ..7 10 0 =3 4 In . C., 2' 0 25 50 75 100 125 150 175 200 8pm 0 95 190 285 380 475 570 665 760 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow . ____I U_ [t1'' WAUS -' A Watts Water Technologies Company ES-007 1319 0 2013 Watts