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2501 GATEWAY RD; BLDG 12; FPC2018-0007; Permit
L4PCity of Carlsbad Print Date: 02/15/2022 Permit No: FPC2018-0007 Job Address: 2501 GATEWAY RD, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2132501100 Track #: Valuation: $11,652,165.46 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT: BLDG 12 -SPRINKLER - 3 RISERS, 1332 HEADS Fire Sprinklers Applied: 01/04/2018 Issued: 02/20/2018 DEV2016-0015 Finaled Close Out: 05/25/2021 Inspector: Final Inspection: Applicant: SCHMIDT FIRE PROTECTION CO INC-DO NOT USE 4760 MURPHY CANYON RD SAN DIEGO, CA 92123 (858) 279-6122 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 Total Fees: $1,522.00 Total Payments To Date: $1,522.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 1 I www.carlsbadca.gov - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd San Diego, CA 92123 (858) 279-6122 Job Name : ViaSat - Basement Building 12 Location : BASEMENT System : BASEMENT Contract : SFP-916 Data File : Bldg 12 LVB .15-1500.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ViaSat - Basement Date Hydraulic Design Information Sheet Name - VIASAT Date --1/3/18 Location - EASEMENT Building - 12 System No. - BASEMENT Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-916 Calculated By - Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - Occupancy - ORDINARY HAZARD 1 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 ( ) Wet Make TYCO D Area Per Sprinkler - 225 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - -1.5 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 671.59 Press Required - 89.14 SRC Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 04/05/2017 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 107 @ Press - R Residual Press - 101 Elev. - Well Flow - 3850 Proof Flow S Elevation - -10 U P Location - GATEWAY RD P L Source of Information - CARLSBAD FIRE DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Schmidt Fire Protection Page 2 ViaSat - Basement Date City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 3.681 C2 - Residual Pressure: 90.3 D2 - System Flow : 421.594 C2 - Residual Flow : 3850 D2 - System Pressure : 89.140 Hose ( Demand) : 250 D3 - System Demand : 671.594 Safety Margin : 6.923 150 140 130 p120 R11° E100 _______________ C2 ____________ _____________ 90 80 u 70 R6° E° 40 30 20 10 4m- • 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Schmidt Fire Protection Page 3 ViaSat - Basement Date Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 F NFPAI345'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 U 45' Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zig Wilkins 375DA 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 Schmidt Fire Protection Page 4 ViaSat - Basement Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. D001 0.0 5.6 21.56 na 26.0 0.2 130 7.0 D002 0.0 5.6 15.43 na 22.0 0.2 110 7.0 101 -1.5 5.6 16.13 na 22.49 0.15 130 7.0 102 -1.5 5.6 16.27 na 22.59 0.15 130 7.0 103 -1.5 5.6 16.77 na 22.93 0.15 130 7.0 104 -1.5 5.6 17.83 na 23.65 0.15 130 7.0 105 -1.5 5.6 19.69 na 24.85 0.15 130 7.0 106 -1.5 5.6 22.58 na 26.61 0.15 130 7.0 107 -1.5 5.6 12.13 na 19.5 0.15 130 7.0 108 -1.5 5.6 12.23 na 19.58 0.15 130 7.0 109 -1.5 5.6 12.5 na 19.8 0.15 130 7.0 110 -1.5 5.6 16.32 na 22.62 0.15 130 7.0 111 -1.5 5.6 18.08 na 23.81 0.15 130 7.0 112 -1.5 5.6 20.9 na 25.6 0.15 130 7.0 113 -1.5 5.6 17.03 na 23.11 0.15 130 7.0 114 -1.5 5.6 17.16 na 23.2 0.15 130 7.0 115 -1.5 5.6 17.67 na 23.54 0.15 130 7.0 116 -1.5 5.6 18.91 na 24.35 0.15 130 7.0 117 -1.5 5.6 21.05 na 25.69 0.15 130 7.0 118 -1.5 5.6 24.39 na 27.66 0.15 130 7.0 Ml -1.5 38.79 na M2 -1.5 38.83 na M3 -1.5 39.09 na M4 -1.5 48.89 na M5 -1.5 63.34 na TRB 2.0 62.3 na BRB 2.0 67.59 na M 0.5 68.48 na FLG 0.5 68.73 na UG3 -3.0 70.35 na UG4 -3.0 71.12 na FDC -3.0 73.11 na UG5 -3.0 73.36 na 250.0 BF1 -3.0 73.57 na BF2 -3.0 85.77 na SRC -10.0 89.14 na The maximum velocity is 21.31 and it occurs in the pipe between nodes 118 and M3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ViaSat - Basement Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D001 26.00 1.049 T 5.0 1.000 21.556 K Factor 5.60 to 120.0 0.0 5.000 0.0 EQOI 26.0 0.2115 0.0 6.000 1.269 Vel = 9.65 0.0 26.00 22.825 KFactor= 5.44 D002 22.00 1.049 T 5.0 1.000 15.434 K Factor 5.60 to 120.0 0.0 5.000 0.0 EQ02 22.0 0.1552 0.0 6.000 0.931 Vel = 8.17 0.0 22.00 16.365 K Factor = 5.44 101 22.49 1.682 0.0 8.500 16.130 K Factor 5.60 to 120.0 0.0 0.0 0.0 102 22.49 0.0161 0.0 8.500 0.137 Vel = 3.25 102 22.59 1.682 0.0 8.500 16.267 K Factor 5.60 to 120.0 0.0 0.0 0.0 103 45.08 0.0587 0.0 8.500 0.499 Vel = 6.51 103 22.93 1.682 0.0 8.500 16.766 K Factor= 5.60 to 120.0 0.0 0.0 0.0 104 68.01 0.1256 0.0 8.500 1.068 Vel = 9.82 104 23.65 1.682 0.0 8.500 17.834 K Factor =5.60 to 120.0 0.0 0.0 0.0 105 91.66 0.2182 0.0 8.500 1.855 Vel = 13.23 105 24.84 1.682 0.0 8.500 19.689 K Factor = 5.60 to 120.0 0.0 0.0 0.0 106 116.5 0.3401 0.0 8.500 2.891 Vel = 16.82 106 26.62 1.682 1 9.9 22.670 22.580 K Factor = 5.60 to 120.0 0.0 9.900 0.0 Ml 143.12 0.4976 0.0 32.570 16.208 Vel = 20.67 0.0 143.12 38.788 KFactor 22.98 107 19.50 1.682 0.0 8.500 12.125 K Factor =5.60 to 120.0 0.0 0.0 0.0 108 19.5 0.0125 0.0 8.500 0.106 Vel = 2.82 108 19.58 1.682 0.0 6.000 12.231 K Factor =5.60 to 120.0 0.0 0.0 0.0 109 39.08 0.0452 0.0 6.000 0.271 Vel = 5.64 109 19.81 1.682 61 29.699 10.000 12.502 K Factor 5.60 to 120.0 0.0 29.699 0.0 110 58.89 0.0962 0.0 39.699 3.821 Vel = 8.50 110 22.62 1.682 0.0 10.000 16.323 K Factor = 5.60 to 120.0 0.0 0.0 0.0 111 81.51 0.1756 0.0 10.000 1.756 Vel= 11.77 111 23.81 1.682 0.0 10.000 18.079 K Factor 5.60 to 120.0 0.0 0.0 0.0 112 105.32 0.2822 0.0 10.000 2.822 Vel= 15.21 112 25.60 1.682 21 9.9 22.670 20.901 K Factor = 5.60 to 120.0 1 9.9 19.800 0.0 - M2 130.92 0.4220 0.0 42.470 17.924 Vel = 18.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ViaSat - Basement Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 130.92 38.825 KFactor= 21.01 113 23.11 1.682 0.0 7.670 17.034 K Factor 5.60 to 120.0 0.0 0.0 0.0 114 23.11 0.0171 0.0 7.670 0.131 Vel = 3.34 114 23.20 1.682 0.0 8.250 17.165 K Factor = 5.60 to 120.0 0.0 0.0 0.0 115 46.31 0.0617 0.0 8.250 0.509 Vel = 6.69 115 23.55 1.682 0.0 9.330 17.674 K Factor = 5.60 to 120.0 0.0 0.0 0.0 116 69.86 0.1320 0.0 9.330 1.232 Vel= 10.09 116 24.35 1.682 0.0 9.330 18.906 K Factor = 5.60 to 120.0 0.0 0.0 0.0 117 94.21 0.2296 0.0 9.330 2.142 Vel = 13.60 117 25.69 1.682 0.0 9.330 21.048 K Factor 5.60 to 120.0 0.0 0.0 0.0 118 119.9 0.3586 0.0 9.330 3.346 Vel = 17.31 118 27.66 1.682 T 9.9 18.000 24.394 K Factor = 5.60 to 120.0 0.0 9.900 0.0 M3 147.56 0.5266 0.0 27.900 14.691 Vel = 21.31 0.0 147.56 39.085 KFactor= 23.60 Ml 143.12 4.26 0.0 7.000 38.788 to 120.0 0.0 0.0 0.0 M2 143.12 0.0053 0.0 7.000 0.037 Vel = 3.22 M2 130.92 4.26 0.0 14.500 38.825 to 120.0 0.0 0.0 0.0 M3 274.04 0.0179 0.0 14.500 0.260 Vel = 6.17 M3 147.55 4.26 1 O 89.536 157.000 39.085 to 120.0 0.0 89.536 0.0 M4 421.59 0.0398 0.0 246.536 9.803 Vel = 9.49 M4 0.0 4.26 23V 205.933 153.000 48.888 to 120.0 U 4.477 210.410 0.0 M5 421.59 0.0398 0.0 363.410 14.451 Vel = 9.49 MS 0.0 4.26 V 8.954 3.000 63.339 to 120.0 0.0 8.954 -1.516 TRB 421.59 0.0397 0.0 11.954 0.475 Vel= 9.49 TRB 0.0 4.26 B 15.8 4.000 62.298 to 120.0 S 28.968 53.722 3.000 **Fixed Loss 3 BRB 421.59 0.0398 Fsp 0.0 57.722 2.295 Vel = 9.49 V 8.954 BRB 0.0 6.065 2V 20.0 5.000 67.593 to 120.0 L 9.0 29.000 0.650 M 421.59 0.0071 0.0 34.000 0.242 Vel = 4.68 M 0.0 6.357 3V 37.72 5.500 68.485 to 120.0 0.0 37.720 0.0 FI.G ....421.59" 0.0057 0.0 43.220 -- 0.245 Vel = 4.26 FLG 0.0 6.16 L 12.911 8.000 68.730 to 140.0 0.0 12.911 1.516 UG3 421.59 0.0049 0.0 20.911 0.103 VeI= 4.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Finl Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ViaSat - Basement Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin UG3 0.0 5.86 0.0 138.750 70.349 to 150.0 0.0 0.0 0.0 UG4 421.59 0.0056 0.0 138.750 0.773 VeI= 5.02 UG4 0.0 5.86 2L 23.005 316.000 71.122 to 150.0 2F 17.893, 40.898 0.0 FDC 421.59 0.0056 0.0 356.898 1.987 Vel = 5.02 FDC 0.0 5.86 1 38.342 6.000 73.109 to 150.0 0.0 38.342 0.0 UG5 421.59 0.0056 0.0 44.342 0.247 Vel = 5.02 UGS 250.00 7.68 2L 28.676 25.000 73.356 Qa = 250 to 140.0 0.0 28.676 0.0 BFI 671.59 0.0040 0.0 53.676 0.216 Vel = 4.65 BFI 0.0 8.27 3L 61.681 10.000 73.572 to 140.0 Zig 0.0 61.681 12.000 * * Fixed Loss = 12 BF2 671.59 0.0028 0.0 71.681 0.200 Vel = 4.01 BF2 0.0 7.68 L 16.29 30.000 85.772 to 150.0 G 5.012 65.159 3.032 SRC 671.59 0.0035 1 43.857 95.159 0.336 Vel = 4.65 0.0 671.59 89.140 KFactor= 71.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd San Diego, CA 92123 (858) 279-6122 Job Name : ViaSat - Level 2 Building : 12 Location : 2ND FLOOR System : LEVEL 2 Contract SFP-916 Data File : Bldg 12 LV2 .1-1500.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ViaSat - Level 2 Date Hydraulic Design Information Sheet Name - VIASAT Date - 1/3/18 Location - 2ND FLOOR Building - 12 System No. - LEVEL 2 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-916 Calculated By - Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date B M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .1 ( ) Wet Make TYCO D Area Per Sprinkler - 225 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 26.75 C ) Deluge Size 1/2' S Hose Allowance - Inside - C ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 459.36 Press Required - 88.63 SRC Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4/05/2017 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 107 8 Press - R Residual Press - 101 Elev. - Well Flow - 3850 Proof Flow S Elevation - -10 U P Location - GATEWAY ROAD P L Source of Information - CARLSBAD FIRE DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet C ) Auto. Storage C ) Encap. S R ( ) Double Row ( ) Slave Pallet C ) Solid Shelf ( ) Non T A C ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Schmidt Fire Protection Page 2 ViaSat - Level 2 Date City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 15.916 C2 - Residual Pressure: 90.3 D2 - System Flow : 359.366 C2 - Residual Flow : 3850 D2 - System Pressure : 88.630 Hose ( Demand) :100 D3 - System Demand : 459.366 Safety Margin : 7.553 150 140 130 p120 R11° E10° _________ C2 0 ______ _______ ________ s 90 80 U70 R60 E5° 40 30 20 Dl - ....I 10 I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fillings Used Summary Schmidt Fire Protection Page 3 ViaSat - Level 2 Date - Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 1345' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U 45' Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zig Wilkins 375DA 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 Schmidt Fire Protection Page 4 ViaSat - Level 2 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 0.0 5.6 7.0 na 14.82 D002 0.0 5.6 16.14 na 22.5 101 26.75 K=K@EQO2 21.99 na 24.59 102 26.75 K= K@ EQ02 22.22 na 24.72 103 26.75 K= K@ EQ01 22.65 na 25.84 104 26.75 K= K@ EQ02 24.54 na 25.98 105 26.75 K= K@ EQ02 28.99 na 28.24 106 26.75 K= K@ EQ02 18.41 na 22.5 107 26.75 K= K @ EQ02 18.6 na 22.62 108 26.75 K= K@ EQ02 18.97 na 22.84 109 26.75 K = K @ EQ02 20.14 na 23.53 110 26.75 K= K@ EQ02 22.17 na 24.69 111 26.75 K = K @ EQ02 25.32 na 26.39 112 26.75 K= K @ EQ02 30.48 na 28.95 113 26.75 K= K@ EQ02 30.79 na 29.1 114 26.75 K= K@ EQ02 31.37 na 29.37 RN1 26.75 39.93 na RN2 26.75 39.11 na RN3 26.75 42.49 na Ml 25.83 44.83 na M2 25.83 44.9 na M3 25.83 45.07 na M5 25.83 47.96 na M6 25.83 52.28 na TR2 25.83 53.24 na BR2 2.0 68.38 na M 0.5 69.21 na FLG 0.5 69.39 na UG3 -3.0 70.99 na UG4 -3.0 71.56 na FDC -3.0 73.04 na UG5 -3.0 73.23 na 100.0 BF1 -3.0 73.33 na BF2 -3.0 85.43 na SRC -10.0 88.63 na 0.1 100 7.0 0.1 225 7.0 The maximum velocity is 20.59 and it occurs in the pipe between nodes 111 and RN2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ViaSat - Level 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D001 14.82 1.049 T 5.0 1.000 7.000 K Factor 5.60 to 120.0 0.0 5.000 0.0 EQ01 14.82 0.0747 0.0 6.000 0.448 Vel = 5.50 0.0 14.82 7.448 K Factor = 5.43 D002 22.50 1.049 T 5.0 3.000 16.143 K Factor =5.60 to 120.0 3E 6.0 11.000 0.0 EQ02 22.5 0.1619 0.0 14.000 2.266 Vel = 8.35 0.0 22.50 18.409 K Factor = 5.24 101 24.59 1.682 0.0 12.000 21.995 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 102 24.59 0.0191 0.0 12.000 0.229 Vel = 3.55 102 24.73 1.682 0.0 6.200 22.224 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 103 49.32 0.0694 0.0 6.200 0.430 Vel = 7.12 103 25.84 1.682 0.0 12.500 22.654 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 104 75.16 0.1512 0.0 12.500 1.890 Vel = 10.85 104 25.98 1.682 0.0 17.000 24.544 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 105 101.14 0.2618 0.0 17.000 4.450 Vel = 14.60 105 28.23 1.682 T 9.9 16.600 28.994 K Factor @ node EQ02 to 120.0 0.0 9.900 0.0 RNI 129.37 0.4129 0.0 26.500 10.941 Vel = 18.68 0.0 129.37 39.935 K Factor= 20.47 106 22.50 1.682 0.0 12.000 18.409 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 107 22.5 0.0162 0.0 12.000 0.194 Vel = 3.25 107 22.62 1.682 0.0 6.200 18.603 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 108 45.12 0.0589 0.0 6.200 0.365 Vel = 6.51 108 22.84 1.682 0.0 9.330 18.968 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 109 67.96 0.1255 0.0 9.330 1.171 Vel = 9.81 109 23.53 1.682 0.0 9.330 20.139 K Factor © node EQ02 to 120.0 0.0 0.0 0.0 110 91.49 0.2175 0.0 9.330 2.029 Vel = 13.21 110 24.69 1.682 0.0 9.330 22.168 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 111 116.18 0.3384 0.0 9.330 3.157 Vel = 16.78 111 26.39 1.682 T 9.9 18.000 25.325 K Factor @ node EQ02 to 120.0 0.0 9.900 0.0 RN2 142.57 0.4941 0.0 27.900 13.786 Vel = 20.59 0.0 142.57 . 39.111 KFactor 22.80 112 28.95 1.682 0.0 12.000 30.477 K Factor@ node EQ02 to 120.0 0.0 0.0 0.0 113 28.95 0.0259 0.0 12.000 0.311 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ViaSat - Level 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 113 29.10 1.682 0.0 6.200 30.788 K Factor@ node EQ02 to 120.0 0.0 0.0 0.0 114 58.05 0.0937 0.0 6.200 0.581 Vel = 8.38 114 29.37 1.682 1 9.9 45.750 31.369 K Factor @ node EQ02 to 120.0 0.0 9.900 0.0 RN3 87.42 0.1999 0.0 55.650 11.126 Vel= 12.62 0.0 87.42 42.495 K Factor= 13.41 RN1 129.37 1.682 T 9.9 1.000 39.935 to 120.0 0.0 9.900 0.398 Ml 129.37 0.4128 0.0 10.900 4.500 Vel = 18.68 0.0 129.37 44.833 KFactor 19.32 RN2 142.57 1.682 T 9.9 1.000 39.111 to 120.0 0.0 9.900 0.398 M2 142.57 0.4942 0.0 10.900 5.387 Vel = 20.59 0.0 142.57 44.896 KFactor= 21.28 RN3 87.42 1.682 T 9.9 1.000 42.495 to 120.0 0.0 9.900 0.398 M3 87.42 0.1999 0.0 10.900 2.179 Vel = 12.62 0.0 87.42 45.072 KFactor = 13.02 Ml 129.37 4.26 0.0 14.000 44.833 to 120.0 0.0 0.0 0.0 M2 129.37 0.0045 0.0 14.000 0.063 Vel = 2.91 M2 142.58 4.26 0.0 10.000 44.896 to 120.0 0.0 0.0 0.0 M3 271.95 0.0176 0.0 10.000 0.176 Vel = 6.12 M3 87.42 4.26 U 4.477 93.000 45.072 to 120.0 0.0 4.477 0.0 MS 359.37 0.0296 0.0 97.477 2.885 Vel = 8.09 MS 0.0 4.26 2V 17.907 107.000 47.957 to 120.0 X 21.067 38.974 0.0 M6 359.37 0.0296 0.0 145.974 4.319 Vel = 8.09 M6 0.0 4.26 2V 17.907 14.500 52.276 to 120.0 0.0 17.907 0.0 TR2 359.37 0.0296 0.0 32.407 0.960 Vel = 8.09 TR2 0.0 4.26 V 8.954 8.000 53.236 to 120.0 B 15.8 53.722 13.321 **Fixed Loss 3 BR2 359.37 0.0296 S 28.968 61.722 1.826 Vel = 8.09 Fsp 0.0 BR2 0.0 6.065 2V 20.0 5.000 68.383 to 120.0 L 9.0 29.000 0.650 M 359.37 0.0053 0.0 34.000 0.179 Vel = 3.99 M 0.0 6.357 3V 37.72 5.500 69.212 - to 120.0 0.0 37720 0.0 FLG 359.37 0.0042 0.0 43.220 0.183 Vel = 3.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ViaSat - Level 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C"or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FLG 0.0 6.16 L 12.911 8.000 69.395 to 140.0 0.0 12.911 1.516 UG3 359.37 0.0037 0.0 20.911 0.077 Vet = 3.87 UG3 0.0 5.86 0.0 138.750 70.988 to 150.0 0.0 0.0 0.0 UG4 359.37 0.0041 0.0 138.750 0.575 Vet = 4.28 UG4 0.0 5.86 2L 23.005 316.000 71.563 to 150.0 2F 17.893 40.898 0.0 FDC 359.37 0.0041 0.0 356.898 1.479 Vet = 4.28 FDC 0.0 5.86 T 38.342 6.000 73.042 to 150.0 0.0 38.342 0.0 UGS 359.37 0.0041 0.0 44.342 0.184 Vet = 4.28 UG5 100.00 7.68 2L 28.676 25.000 73.226 Qa = 100 to 140.0 0.0 28.676 0.0 BF1 459.37 0.0020 0.0 53.676 0.106 Vel = 3.18 BF1 0.0 8.27 3L 61.681 10.000 73.332 to 140.0 Zig 0.0 61.681 12.000 **Fixed Loss 12 BF2 459.37 0.0014 0.0 71.681 0.100 Vet = 2.74 BF2 0.0 7.68 L 16.29 30.000 85.432 to 150.0 G 5.012 65.159 3.032 SRC 459.37 0.0017 1 43.857 95.159 0.166 Vet = 3.18 0.0 459.37 88.630 K Factor = 48.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd San Diego, CA 92123 (858) 279-6122 Job Name : ViaSat -Level 3 Building : 12 Location : 3RD FLOOR System : LEVEL 3 Contract SFP-916 Data File : Bldg 12 LV3 .1-1500.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ViaSat -Level 3 Date Hydraulic Design Information Sheet Name - VIASAT Date - 1/3/18 Location - 3RD FLOOR Building - 12 System No. - LEVEL 3 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-916 Calculated By - Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .1 ( ) Wet Make TYCO D Area Per Sprinkler - 225 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 41.25 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 506.72 Press Required - 87.98 SRC Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 04/05/2017 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 107 @ Press - R Residual Press - 101 Elev. - Well Flow - 3850 Proof Flow S Elevation - -10 U P Location - GATEWAY RD P L Source of Information - CARLSBAD FIRE DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. N Storage Method: Solid Piled % Palletized % Rack N Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Schmidt Fire Protection Page 2 ViaSat -Level 3 Date City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 22.196 C2 - Residual Pressure: 90.3 D2 - System Flow : 406.728 C2 - Residual Flow : 3850 D2 - System Pressure : 87.983 Hose ( Demand) :100 D3 - System Demand : 506.728 Safety Margin : 8.176 150 140 130 120 R° E10° C2 S 90 D2 fe S80 u 70 R6° E5° 40 30 20 Dt a.I 10 I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW(N - 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Schmidt Fire Protection Page 3 ViaSat -Level 3 Date Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA I345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPAI39O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U 45' Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zig Wilkins 375DA 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 Schmidt Fire Protection ViaSat -Level 3 Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 0.0 5.6 7.0 na 14.82 0.1 100 7.0 D002 0.0 5.6 16.14 na 22.5 0.1 225 7.0 101 41.25 K = K @ EQ02 20.68 na 23.74 102 41.25 K=K@EQO2 20.74 na 23.78 103 41.25 K= K@ EQ02 21.01 na 23.93 104 41.25 K=K@EQO2 21.6 na 24.27 105 41.25 K= K@ EQ02 18.57 na 22.5 106 41.25 K= K@ EQ02 18.62 na 22.53 107 41.25 K= K@ EQ02 18.74 na 22.6 108 41.25 K= K@ EQ02 19.47 na 23.04 109 41.25 K=K@EQO2 20.39 na 23.58 110 41.25 K=K@EQ01 21.09 na 24.93 111 41.25 K=K@EQ01 21.15 na 24.96 112 41.25 K = K © EQ01 21.34 na 25.08 113 41.25 K = K © EQ01 21.76 na 25.32 114 41.25 K = K @ EQ02 20.3 na 23.53 115 41.25 K=K@EQO2 20.36 na 23.56 116 41.25 K=K@EQ01 20.48 na 24.57 117 41.25 K= K@ EQ01 20.87 na 24.8 RN1 41.25 23.86 na RN2 41.25 23.52 na RN3 41.25 23.89 na RN4 41.25 24.18 na Ml 40.33 25.2 na M2 40.33 25.22 na M3 40.33 25.31 na M4 40.33 25.53 na M5 40.33 29.84 na M6 40.33 41.06 na M8 40.33 46.98 na TR3 12.33 61.18 na BR3 2.0 66.97 na M 0.5 67.85 na FLG 0.5 68.08 na UG3 -3.0 69.69 na UG4 -3.0 70.41 na FDC -3.0 72.27 na UG5 -3.0 72.5 na 100.0 BF1 -3.0 72.63 na BF2 -3.0 84.75 na SRC -10.0 87.98 na The maximum velocity is 15.63 and it occurs in the pipe between nodes M5 and M6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ClcuIations - Hazen-Williams Schmidt Fire Protection Page 5 ViaSat -Level 3 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn DOOI 14.82 1.049 T 5.0 1.000 7.000 K Factor 5.60 to 120.0 0.0 5.000 0.0 EQOI 14.82 0.0747 0.0 6.000 0.448 Vel = 5.50 0.0 14.82 7.448 K Factor = 5.43 D002 22.50 1.049 T 5.0 4.000 16.143 K Factor =5.60 to 120.0 3E 6.0 11.000 0.0 EQ02 22.5 0.1618 0.0 15.000 2.427 Vel = 8.35 0.0 22.50 18.570 K Factor = 5.22 101 23.74 2.157 0.0 12.000 20.680 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 102 23.74 0.0053 0.0 12.000 0.064 Vel = 2.08 102 23.78 2.157 0.0 14.000 20.744 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 103 47.52 0.0193 0.0 14.000 0.270 Vel = 4.17 103 23.94 2.157 0.0 14.400 21.014 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 104 71.46 0.0410 0.0 14.400 0.590 Vel = 6.27 104 24.27 2.157 T 12.307 19.750 21.604 K Factor @ node EQ02 to 120.0 0.0 12.307 0.0 RN1 95.73 0.0704 0.0 32.057 2.258 Vel = 8.40 0.0 95.73 23.862 K Factor= 19.60 105 22.50 2.157 0.0 10.000 18.570 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 106 22.5 0.0049 0.0 10.000 0.049 Vel= 1.98 106 22.53 2.157 0.0 6.800 18.619 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 107 45.03 0.0174 0.0 6.800 0.118 Vel = 3.95 107 22.60 2.157 2V 8.615 11.250 18.737 K Factor @ node EQ02 to 120.0 0.0 8.615 0.0 108 67.63 0.0371 0.0 19.865 0.736 Vel = 5.94 108 23.04 2.157 0.0 14.370 19.473 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 109 90.67 0.0637 0.0 14.370 0.915 Vel = 7.96 109 23.58 2.157 T 12.307 19.750 20.388 K Factor @ node EQ02 to 120.0 0.0 12.307 0.0 RN2 114.25 0.0977 0.0 32.057 3.132 Vel = 10.03 0.0 114.25 23.520 KFactor= 23.56 110 24.93 2.157 0.0 9.330 21.091 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 111 24.93 0.0059 0.0 9.330 0.055 Vel = 2.19 111 24.97 2.157 0.0 9.330 21.146 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 112 49:9 0:0210 0.0 - 9.330 0.196 - Vel = 4.38 112 25.08 2.157 0.0 9.330 21.342 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 113 74.98 0.0448 0.0 9.330 0.418 Vel = 6.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final-Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ViaSat -Level 3 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11G.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 113 25.32 2.157 1 12.307 15.370 21.760 K Factor @ node EQ01 to 120.0 0.0 12.307 0.0 RN3 100.3 0.0768 0.0 27.677 2.126 Vel = 8.81 0.0 100.30 23.886 KFactor= 20.52 114 23.53 2.157 0.0 10.000 20.302 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 115 23.53 0.0053 0.0 10.000 0.053 Vel= 2.07 115 23.55 2.157 0.0 6.790 20.355 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 116 47.08 0.0190 0.0 6.790 0.129 Vel = 4.13 116 24.57 2.157 0.0 9.330 20.484 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 117 71.65 0.0412 0.0 9.330 0.384 Vel= 6.29 117 24.80 2.157 T 12.307 34.100 20.868 K Factor @ node EQ01 to 120.0 0.0 12.307 0.0 RN4 96.45 0.0714 0.0 46.407 3.314 Vel = 8.47 0.0 96.45 24.182 K Factor= 19.61 RNI 95.73 2.157 T 12.307 1.000 23.862 to 120.0 0.0 12.307 0.398 Ml 95.73 0.0705 0.0 13.307 0.938 Vel = 8.40 0.0 95.73 25.198 KFactor= 19.07 RN2 114.25 2.157 T 12.307 1.000 23.520 to 120.0 0.0 12.307 0.398 M2 114.25 0.0977 0.0 13.307 1.300 Vel = 10.03 0.0 114.25 25.218 KFactor= 22.75 RN3 100.30 2.157 T 12.307 1.000 23.886 to 120.0 0.0 12.307 0.398 M3 100.3 0.0768 0.0 13.307 1.022 Vel = 8.81 0.0 100.30 25.306 KFactor= 19.94 RN4 96.45 2.157 T 12.307 1.000 24.182 to 120.0 0.0 12.307 0.398 M4 96.45 0.0715 0.0 13.307 0.951 Vel = 8.47 0.0 96.45 25.531 KFactor= 19.09 Ml 95.73 4.26 0.0 8.000 25.198 to 120.0 0.0 0.0 0.0 M2 95.73 0.0025 0.0 8.000 0.020 Vel = 2.15 M2 114.24 4.26 0.0 8.000 25.218 to 120.0 0.0 0.0 0.0 M3 209.97 0.0110 0.0 8.000 0.088 Vel= 4.73 M3.., 100.30. 4.26 . 0.0 . 10.000 25.306 ... to 120.0 0.0 0.0 0.0 M4 310.27 0.0225 0.0 10.000 0.225 Vel = 6.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinalQalculations - Hazen-Williams Schmidt Fire Protection Page 7 ViaSat -Level 3 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M4 96.46 4.26 2V 17.907 98.000 25.531 to 120.0 0.0 17.907 0.0 M5 406.73 0.0372 0.0 115.907 4.313 Vel= 9.16 M5 0.0 3.26 U 3.494 65.000 29.844 to 120.0 2V 13.44 16.934 0.0 M6 406.73 0.1369 0.0 81.934 11.219 Vel = 15.63 M6 0.0 4.26 2V 17.907 120.000 41.063 to 120.0 X 21.067 38.974 0.0 M8 406.73 0.0372 0.0 158.974 5.915 Vel = 9.16 M8 0.0 4.26 3V 26.861 28.830 46.978 to 120.0 0.0 26.861 12.127 TR3 406.73 0.0372 0.0 55.691 2.072 Vel = 9.16 TR3 0.0 6.357 B 12.573 8.000 61.177 to 120.0 S 40.235 52.808 5.474 * * Fixed Loss = 1 BR3 406.73 0.0053 Fsp 0.0 60.808 0.322 VeI= 4.11 BR3 0.0 6.065 2V 20.0 5.000 66.973 to 120.0 L 9.0 29.000 0.650 M 406.73 0.0066 0.0 34.000 0.226 Vel = 4.52 M 0.0 6.357 3V 37.72 5.500 67.849 to 120.0 0.0 37.720 0.0 FLG 406.73 0.0053 0.0 43.220 0.229 Vel = 4.11 FLG 0.0 6.16 L 12.911 8.000 68.078 to 140.0 0.0 12.911 1.516 UG3 406.73 0.0046 0.0 20.911 0.097 Vel = 4.38 UG3 0.0 5.86 0.0 138.750 69.691 to 150.0 0.0 0.0 0.0 UG4 406.73 0.0052 0.0 138.750 0.723 Vel = 4.84 UG4 0.0 5.86 2L 23.005 316.000 70.414 to 150.0 2F 17.893 40.898 0.0 FDC 406.73 0.0052 0.0 356.898 1.860 Vel = 4.84 FDC 0.0 5.86 T 38.342 6.000 72.274 to 150.0 0.0 38.342 0.0 UGS 406.73 0.0052 0.0 44.342 0.231 Vel = 4.84 UG5 100.00 7.68 2L 28.676 25.000 72.505 Qa = 100 to 140.0 0.0 28.676 0.0 BF1 506.73 0.0024 0.0 53.676 0.128 Vel = 3.51 BF1 0.0 8.27 3L 61.681 10.000 72.633 to 140.0 Zig 0.0 61.681 12.000 **Fixed Loss 12 BF2 506.73 0.0017 0.0 71.681 0.119 Vel = 3.03 BF2 0.0 7.68 L 16.29 30.000 84.752 to 150.0 G 5.012 65.159 3.032 SRC 506.73 0.0021 T 43.857 95.159 0.199 Vel = 3.51 0.0 506.73 87.983 KFactor 54.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqcci Fire Protection Products Worldwide Contacts I www.tyco-fire.com Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2 NPT 1Y323 ......Pendent 5.6K, 1/2 NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un-derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/p5i112 (80,6 LPM/barl/2) FEBRUARY 2014 Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly .........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* 5IIi t 7/16 :_______ I NOMINAL _____ mm) MAKE-IN _____ I (11,1 mm) (50 2 _ __WF (50,8 mm) (34,9 mm) 2' 1-3/8' 1 -1_J _ 1/2' NPT** DEFLECTOR* 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (1Y313) and Pendent (1Y323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. / WRENCH RECESS / (USE ONLY END FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in afire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8 DIA. - (73,0 mm) - 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8' (15,9 mm) ____ \ FLUSH 3/8±5/16' (9,5±7,9 mm) ,, MOUNTING /8 J SURFACE (3 mm) CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm) TYFRB PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8' DIA. - (73,0 mm) FACE OF SPRINKLER 2-1/4' DIA. FITTING - (57,2 mm) 5/16±1/4' &(3 (7,9±6,4 mm) 1/2" (12,7 mm) FLUSH 77, MOUNTINV SURFACE m) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX I SPRINKLER I TEMPERATURE I FINISH I RATINGS SIN 1 NATURAL BRASS I 370 I 5.6K UPRIGHT (1/2NPT) TY313 PURE WHITE (RAL9010)** POLYESTER 371 5.6K PENDENT (1/2NPT) TY323 SIGNAL WHITE (RAL9003) POLYESTER Use suffix I for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F(57°C) 155 155-F (68-C) 175 175°F(79°C) 200 200°F(93°C) 286 286*F(141*C) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products 34 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2501 Gateway Road CITY: Carlsbad PHONE: ( 858) 279.6122 (Schmidt Fire Protection Company, Inc.) FAX NUMBER: (858) 279.3583 Largest Building (ft.2): Sprinkled? Construction Type:_________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Gateway Road at El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 107 PSI Hydrant Number (if applicable):H20163 Elevation of test 303 Feet ate/Tirne of Test1 P tot Tube Reading PSI Corresponding Flow: GPM Total Flow: 3,850 GPM Residual Pressure 101 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this exceeds the District's maximum velocity criteria of 15 fps. Therefore, the maximum allowable fire flow for this site is 3,850 gpm. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 -i2,i / Signature: Title/Org: P/oithManager Date: 04/05/2017 2501 Gateway Road - Fire Flow Analysis Prepared By: Jennifer R. Mael, P.E. - MCS